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HomeMy WebLinkAbout2629 Flicker CvRevision FC F-1-VFFj City of Sanford Response to Comments _ Building, & Fire Prevention Division NOV 1 o W-.74071688.5150 Fax: 407.688.5152 I Email: building@sanfordfl.gov BY: Permit # % - 1714 (2-or /i ¢ Submittal Date Project Address: 6 o? FZ AC C7. ontact: R. l f S V ...._ ....... . Ph: 0 7 '31 Fax: L Email: mP k So t(J l a kSQ a e to PS . CDC Trades encompassed in revision: d Building Plumbing Electrical Mechanical General description of revision: t 0— L-ife Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building ROUTING INFORMATION Approvals 5F it-/(-C7 v 1 Monta Consulting & Design of WMR and Associates, LLC Mayflower Center Phone (407) 681-1917 222 S. Westmonte Drive, Suite 100 Certificate of Authorization # 9177 Altamonte Springs, FL 32714 montaconsulting.com Structural Engineering, Truss Engineering, Third Party Inspection, Forensic Study, Project Management Residential Design and BIM Modeling for Homebuilders Park Square Homes Wyndham Preserve— Lot 114(1986 Tribeca, Elv `B') Date: 11/13/17 t Plan Revision: Plans Review Rejections ISSUE: Revisions to plan details are not permitted in letter form. Any affected plan pages are required to be revised and submitted for review. Any additional details as a result of the revision must be incorporated into the plans. Two copies of all affected plan pages are required. FBC 107.4 RESPONSE: We changed the callout on sheet S413 to reflect the updated detail to add an opening to existing wall. All changes have been clouded and marked with Delta 5. Sheet( s) revised: SC, S213, S413, S5.1 Revision Q e.Cr d Cl _ . Ftesponse to Comments 711 1 Permit Submittal Date City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov IU •31• \1 Project Address: c9&> oiLl L-1 Contact: M.. '\\e-Qosvh%soV.1 t Ph: Fax: Email: hr 7. osl i sa @cx.rah U.o.YQ • ,r, Trades encompalssed in revision: 0 Building 1 Plumbing Electrical Mechanical 1 Life Safety 1 Waste Water 1 Department General description of revision: ROUTING INFORMATION Approvals Utilities Waste Water Planning Engineering I Fire Prevention 13 Building i 4F //' ` - 7 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATIONITribeta- modem - Application No: i r1. Documented Construction Value: S Job Address: db;,29 El i ckiar C L?VC- Historic District: Yes No Parcel ID: ResidentialoCommercial Type of Work: NewZ Addition Alteration Repair Demo Cha= gem se Move Description of Work: Plan Review Contact Person: Phone: Fax: I t _ Name Street: l t Email: Property Owner. Information Phone: Resident of property? : City, State Zip: l Contractor Information Name J 75.,' ZZ-1 Phone: 813 -9/D•3 4v-3 CXJ .9.3 -Q- Street: 1D3 q S iDpc/- ',l Fax: City, State Zip:itrnp( L 53 [,/3 State License No.: FY 13005 qu i Architect/Engineer Information Name: Phone: Street: i City, St, Zip: . Bonding Company: Address: 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. i 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 muit 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: S" Edition (2014) Florida Building Code Revised June 30, 2015, Permit Application ti 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 n 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. ignature of Owner/Agent Date gnatur//e of ontractor/Agent Date 1Print Owner/Agent's Name Print Contractor/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID 7 / I Signature of Notary -State of Florida ." .,, Dat 2o P..... Teresa Maria Donahue COMMISSION IFF916778 EXPIRES October 23.2019 FOFo` www.AARONNOTARY.COM Contractor/Agent is Personally Known t Me or Produced ID ;15; Typ BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: I New Construction: Occupancy Use: Min. Occupancy Load: Electric - # of Amps Fire Sprinkler Permit: Yes No APPROVALS:1 ZONING: I ENGINEERING: COMMENTS' of Heads UTILITIES: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised June 30, 2015 Permit Application i CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION D. 17-1714ApplicationNo: 4520 Documented Construction Value: $ Job Address: 2629 Flicker Cove Historic District: Yes No Parcel ID: Residential © Commercial Type of Work: New® Addition Alteration Repair Demo Change of Use Move Description of Work: Plumbing new residential construction Marty Half - — Plan Review Contact Person: Title: Comptroller 407-323-7515 407-323-8954 advantageplumbing@cfl.rr.com Phone: Fax: Email: Property Owner Information Name Park Square Phone: Street: City, State Zip: Name Advantage Plumbing, Inc. PO Box 1117 Street: Sanfbnd,, City, State Zip: Name: Street: City, St, Zip: f Bonding Company: Address: Resident of property? Contractor Information Phone: 407-323-7515 407-323-8954 Fax: State License No.: CF-0057881 Architect/EngineeI Informatie„ Phon Fax: E-mf 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. s Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shgll be inscribed with the date of application and the code in effect as of that date: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. I Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary -State of Florida 17 , Signature of Contractor/Agent Date ` A Thomas Smith, President / Print Contractor/Agent's Name 20-17 Signature ofNota Late of Florid HA Y. HALLLer Commission # FF 946725 Expires February 1, 20206,ir B.A d Th. Tmr FM Irwin 00.L-19 Owner/Agent is Personally Known to Me or Contractor/Agent is X Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY I Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: June 30, 2015 Permit Application Advantage Plumbing, Inc. Page No.1 Proposal of 1 Page(s) Submitted To: Phone: " — — - Date: 5-25-17- Name: Park Square Homes Job Name: Tribeca; Wyndham Preserve; REVISED 5200 Vineland Road, #200 Orlando, FL 32811 We hereby submit specifications and estimates for. 3 Water Closets, Sterling per spec, elongated. 5 Lavatories; 1,Steding Pedestal; 4 owner provided. 1 Kitchen Sink, owner provided. 1 Tub, Sterling PerForma. 1 Hot Water Heater, Bradford White electric, 50 gallon, with stand. 1 Shower with vinyl pan. 1 Laundry box with pan and drain. 1 Ice maker box. 2 Hose Bibbs., 1 Disposal, Badger V. Hookup owner provided dishwasher. Sewer and water service. Uponor water piping. Moen valves per spec. Bid less costs of all sinks and faucets. Option: Sterling Lawson soaking tub in master bath with Roman tub valve and thermostatic mixing valve: + $880 We hereby propose to furnish labor and materials — complete in accordance with the above specifications, for the sum of: Four thousand five hundred twenty. dollars $4,520.00 with payment to be made as follows: 30% upon completion of rough in: 30% upon completion of tub set: 40% upon completion of trim All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. This proposal subject to acceptance within 30 days and is void thereafter at the option of the undersigned. Authorized Signature ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are hereby accepted. You are authorized to do the work as specked. Payment will be made as outlined above. ACCEPTED: Signature Date PO BOX 1117 - SANFORD, FL 32772 - P (407) 323-7515 • F (407) 323-8954 ADVANTAGEPLUMBING@CFL.RR.COM COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100004 DATE: July 13, 2017 BUILDING APPLICATION #: 17-10000435 BUILDING PERMIT NUMBER: 17-10000435 UNIT ADDRESS: FLICKER CV 2629 17-20-31-501-0000-0010 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: PARK SQUARE HOMES ADDRESS: 5200 VINELAND RD SUITE 100 ORLANDO FL 32811 LAND USE: SFR MODEL W/TEMP PID TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2629 FLICKER CV / SFR MODEL HOME WYNDHAM PRESERVE FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE ' DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00 PA 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 STATEMENT RECEIVED BY: SIGNATURE PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND R' ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** K DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** 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 RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION 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 c AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. S THIS INSTRUMENT PREPARED BY: Name: Michelle Parkison Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 NOTICE OF COMMENCEMENT Permit Number. 17-1714 Parcel ID Number. 17-20-31-501-0000-1140 i IhaT I1;L.i1 r n SE't1 f I,101-E cOUFITY C:I._i_I;f: OF't:TRt:IJ%I t.0Uft1 1, t:0i'll" F.OLL-R RX i Fa 6136 (1F'3 , CLERK'S Y 2017070394 REGi7Ruf:G F X- ,__'.' - Eial,;: L' I''f h J r The undersigned hereby gives notice that improvement 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: (Legal description of the property and street address if available) Lot 114 Wyndham Preserve Plat Book 81 / Pages 93-102 2629 Flicker Cove, Sanford, FL 32771 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of a new single family residence 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: Brisson Inv LLC 27 N Summerlin Ave, Orlando, FL 32801 Interest in property: Fee Simple Fee Simple Title Holder (if other than owner listed above) 4. CONTRACTOR: Name: Park Square Homes Phone Number: 407-529-3000 Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 S. SURETY (If applicable, a copy of the payment bond Is attached): Name: N/A Address: N/A 6. LENDER: Address: Phone Number: Amount of Bond: N/A 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Address: 8. In addition, Owner designates Phone Number: of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) 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 INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Lj 1J Ite14 Ma'v1, 5 G-. 'se, S ature r ct qassaa. or Owner's or Lessee's Vwv r a CO L (Print Name and Pro de Signatory's Tide/Office) Authon ce rector/Partner/Manager) State of r ( County ofo- The by Instrument was acknowledged before me this day of SL l kj / 20 C —7 Who Is personally known to me 13 OR " Name of person malung statement who has produced identification type of Identification produced: r: JUDITH K COMBS MY CQMMISSION # GG10052p 1 Notary SignalaEXPIRESMay10, 2021 Lis (fJeT- CITY OF SANFORD h BUILDING & FIRE PREVENTION 1 PERMIT APPLICATION D Application No• pDocumented Construction Value: $ • 0 Job Address: 2629 Flicker Cove, Sanford 32771 (Lot 114) Historic District: Yes No Parcel ID: Parent 17203150100000010 Residential © Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: Construction of new single family residence o e e GtJZ Sr le-5 e-.490 Plan Review Contact Person: Michelle Parkison Title: Permitting Manager Phone: 407-529-3135 Fax: Email: mparkison@parksguarehomes.com Property Owner Information Name Park Square Enterprises LLC Phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 Resident of property? : No City, State Zip: Orlando, FL 32811 Contractor Information Name Park Square Homes/ Vishaal Gupta Phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 Fax: 407-529-3001 City, State Zip: Orlando, FL 32811 State License No.: CRC1330351 Arch itectlEngineer Information Arch. / MJS Home Designs Arch. 407-629-6711 Name: Eng. / Don Bolden Eng. Phone: Eng. 386-668-7606 Arch./ 250 N. Wymore Rd. Suite B Winter Park FL 32789 Street: Eng./ PO Box 530783, Debary FL 32753 Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised June 30, 2015 l'/ I -3 Lf-3 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of V''!; 6 Print Owner/ of Notary -State of D v,? / 2 Date Signature of Contractor A fnt Date V 7"' Print Contractor/Age ame State Date 11) Owner/Agent is V/ Personally Known to Me or Contractor/Agent is V Personally Known to Me or Pr Produced ID Type nf IQ i " ? MY COMMISSION # FF 063452".cY;, MICHELLE PARKISON EXPIRES: October 30, 2017 f c MY COMMISSION # FF 063452 Bondod Thru Notary Public Underwritoro ° ; o EXPIRES: October 30, 2017 W IS FOR OFFICE USE ONLY •'' a 0''Bondod Thru Notary Public UndervMters Permits Required: Building Construction Type: J6 Electrical 19 Mechanical [J Plumbing Gas[:] Roof Occupancy Use: (Z3 Flood Zone: X - 5 tr AT'A CH t Total Sq Ft of Bldg: 2.-70 1 Min. Occupancy Load: t L4 # of Stories:-7— New Construction: Electric - # of Amps 1 SO Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No © # of Heads 0/1 APPROVALS: ZONING: 461 UTILITIES: COMMENTS: q Fire Alarm Permit: Yes No Q WASTE WATER: ENGINEERING:"%C 6'Z6'11 FIRE: BUILDING: SF •30 7 Ok to construct Single Family home with setbacks and impervious.area_shown on plan_3S`i t Iq8( 7-ri6e.ca, Elev. 8, Guraye V-gG f Revised June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION 0N> PERMIT APPLICATION pplication No• /-- at' oeu ented Construction Value: $ 1O`i Job Address: 2629 Flicker Cove, Sanford 32771 (Lot 114) Historic District: Yes No Parcel ID: Parent 17203150100000010 Residential X Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: Construction of new single family residence o41e/ e GV/ Sr A5 Plan Review Contact Person: Michelle Parkison Phone:407-529-3135 Fax: Title: Permitting Manager Email: mparkisone-parksquarehomes.com Property Owner Information Name Park Square Enterprises LLC Phone Street: 5200 Vineland Rd Suite 200 407-529-3000 Resident of property? : No City, State Zip: Orlando, FL 32811 Contractor Information Name Park Square Homes/ Vishaal Gupta Phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 Fax: 407-529-3001 State License No.: CRC1330351 Arch. / MJS Home Designs Architect/Engineer Information Name: Eng. / Don Bolden Eng. Phone; Arch./ 250 N. Wymore Rd. Suite B Winter Park FL 32789 Street: Eng./ PO Box 530783, Debary FL 32753 Fax: _ City, St, Zip: Bonding Company: Address: E-mail: Arch. 407-629-6711 Eng. 386-668-7606 Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in -compliance with -all- applicable -laws -regulating -construction- and -zoning. Signature c i; Print Owne of Notary -State of Date Signature of Contractor(gInt Date Print Contractor/Age ame Notary -State Date a Y// 11) Owner/Agent is !" Personally Known to Me or Contractor/Agent is V Personally Known to Me or Pr Produced ID Type MleHE' rg • °;: MY COMMISSION # FF 063452 " MICHELLE PARKISON dj EXPIRES: October 30, 2017 r ••...hk MY COMMISSION # FF 063452 Bonded Thru Notary Public UndeWto_ ;: M EXPIRES: October 30, 2017 W IS FOR OFFICE USE ONLY '•••:•'' l3ondedThruNotary PubllcUndennllon Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: 1?/3 6 -/.?-/ 7 WASTE WATER: O BUILDING: Revised: June 30, 2015 Permit Application REQUIRED INSPECTION SEQUENCE PARK SQUARE HOMES SFR-DETACHED Permit # 17-1714 Address: 2629 Flicker Cove 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 30 50 Final Window 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 ELECTRICAL PERMIT Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 City of Sanford D Building and Fire Prevention Division 300 N. Park Ave Sanford, FL 32772 2017 Residential Permit Fee Calculation Form Effective February 2017 - August 2017 BP# 17-1714 2629 Flicker Cove Type of Construction: VB SQUARE FOOTAGE OF RESIDENCE LESS GARAGE: 1 2701 Isquare feet SQUARE FOOTAGE OF GARAGE ONLY: I 0 square feet SQUARE FOOTAGE OF GARAGE AND RESIDENCE: 1 2701 Isquare feet Dollar Valuation of Work: I$307,508.85 State Fee: Permit Fee Application Fee: Plan Review Fee: Total Building Permit Fees: 94.20 2,192.56 25.00 922.53 3,234.29 Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & 01 S 14ti877- Landscaping in Right -of -Way www.sanfordn.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone: 407.688.5140 Fax: 407.688 5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any others jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the m wwhm-,below. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call before you dig. 1. Project Location/Address: 2629 Flicker Cove, Sanford FL 32771 (lot 114) 2. Proposed Activity: X Driveway Walkway 3. Schedule of Work: Start Date Completion Date Other: 4. Brief Description of work: Construction of new driveway for new single family residence This application i submitte by: ProperlyCwn"V JSignature: Address- 5200 Vineland Rd Suite 200 Orlando, FL 32811 Print Name: Vishaal Gupta El Emergency Repairs Phone: (407) 529-3135 Fax- Email: mparkison@parksquarehomes.com Date: 06/26/2017 i Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto Requestor may, with written City authorization, remove said installationfimprovement fully restoring the right-of-way to its previous condition. 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. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I hav Signature: Ind the above statement and by signing this application I agree to its terms. Date: 06/26/2017 This permit shall be posted on the site during construction. Please call %O?-6 0-,5 b 24 hours in advance to schedule a pre -pour inspection. c$$-5 (q$ Pre -pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Date: &--z& --zo(7 Date: November 2015 ROW Use Driveway pdf Ni r 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: 2629 Flicker cove Property Owner: Park Square Enterprises, LLC Parcel identification Number: Not Available - Model Home Phone Number: 407-529-3000 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL, USE'ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F I 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 `A', the best available information used to determine the base flood elevation is: BP# 17-1714 Reviewed by: Michael Cash, CFM Date: June 26, 2017 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: ZO S- Z'/ I hereby name and appoint: ( rCIA i, an agent of: of Company) es to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): _ The specific permit and applic4tion for Street Expiration Date for This Limited Power of Attorney: License Holder Name: State Licens Signature of STATE OF COUNTY C located at: +' " xAagt 5 W> s) Ll U l/ w- G , The foregoing instru t y as acknowled d before me this day of 2(P , by rsGi who is personally known to me or o has produced identification and who did (did not) take an oat Sign ure Notary Seal) Print or type name MICIJMEPARKISON Notary Public.- State of "\gr'%dr_ MY COMMISSION # FF 06302 Commission No. VZ-ycD3y5QLEXPIRES: October 30, 2017 BondodTliruNotery public Undo-ftre My Commission Expires: Io.3o•a,or Rev. 08.12) as RECORD COPY FORM R405-2014 ' FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot114WyndhamPreserve 1986TribecaGRNSales Builder Name: PARK SQUARE HOMES LDz Street: 2629 Flicker Cove Permit Office: _ 1 7 1 4 Cit , State, Zip: FL, Permit Number:Owner: SANFORD Jurisdiction: 691 0 Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2) RTM 1. New construction or existing New (From Plans) 9. Wall Types (2899.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1508.30 ftz b. Concrete Block - Int Insul, Exterior R=4.1 1274.00 ftz 3. Number of units, if multiple family 1 c. Concrete Block - Ext Insul, Exterior R=4.1 116.67 ftz 4. Number of Bedrooms 3 d. N/A R= ftz 10. Ceiling Types (1427.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1427.00 ftz 6. Conditioned floor area above grade (ftz) 2380 b. N/A R= ftz Conditioned floor area below grade (ftz) 0 c. N/A R= ftz 11. Ducts R ftz 7. Windows(249.0 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: Main 6 397.2 a. U-Factor: Dbl, U=0.29 185.00 ftz SHGC: SHGC=0.32 b. U-Factor: Dbl, U=0.52 64.00 ftz 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.32 a. Central Unit 34.8 SEER:16.00 b. Central Unit 14.0 SEER:21.60 c. U-Factor: N/A ftz SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ftz a. Electric Heat Pump 33.0 HSPF:9.00 SHGC: b: Electric Heat Pump 14.0 HSPF:11.70 Area Weighted Average Overhang Depth: 3.142 ft. Area Weighted Average SHGC: 0.320 14. Hot water systems a. Cap: 50 gallons 8. Floor Types (1421.0 sqft.) Insulation Area EF: 0.000 a. Slab -On -Grade Edge Insulation R=0.0 1321.00 ftz b. Conservation features b. Floor over Garage R=13.0 100.00 ftz None c. N/A R= ftz 15. Credits Pstat Glass/ Floor Area: 0.105 Total Proposed Modified Loads: 64.67 PASS TotalBaselineLoads: 70.80 I hereby certify that the plans and specifications covered by Review of the plans and vHE Srq.., this calculation are in compliance with the Florida Energy specifications covered by this O, _ , FOB Code. calculation indicates compliance with the Florida Energy Code. ti rrir„ ;.: °;:.°„ O PREPARED BY: Before construction is completed DATE: 061.08/201.7_Spencer-Renner this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. COD withtheFloridaEnergyCode. wIE T4 S Gitf OWNER/AGENT: BUILDING OFFICIAL: DATE: 06 0 DATE: C*, 3o r Compliance requires certification by the air handier unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. 6/ 8/2017 3:23 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Lot 1 14WyndhamPreservel98 Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 2380 Lot # 114 Owner: Total Stories: 2 Block/SubDivision: Wyndham Presery of Units 1 Worst Case: No PlatBook: f Builder Name: '} PARK SQUARE HOMES Rotate Angle: 0 Street: 2629 Flicker Cove Permit Office: Cross Ventilation: No County: Seminole i Jurisdiction: 691000 Whole House Fan: No City, State, Zip: Family Type: Single-family FL , New/Existing:' New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Sanford FL_ORLANDO_SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1986 18072.6 2 Block2 394 3664.2 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1986 18072.6 Yes 4 3 1 Yes Yes Yes 2 Office 394 3664.2 No 0 0 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage Main -_-- ____ 100 ft2 13 0 0 1 2 Slab -On -Grade Edge Insulatio Main 135 ft 927 ft2 0.36 0 0.64 3 Slab -On -Grade Edge Insulatio Office 30 ft 394 ft2 1 0 0 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 1596 ft2 358 ft2 Medium 0.85 N 0.85 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1427 ft2 N N 6/8/2017 3:23 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1203 ft2 0.11 Wood 2 Under Attic (Vented) Office 30 Blown 224 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below It Ornt Tn Wqll Type Space 1 N Exterior Frame - Wood Main 11 29 0 9 0 261.0 ft2 0 0.23 0.6 0 2 N Exterior Frame - Wood Office 11 16 0 9 4 149.3 ft2 0 0.23 0.6 0 3 N Exterior Concrete Block - Int Insul Main 4.1 10 0 9 4 93.3 ft2 0 0 0.6 0 4 N Exterior Concrete Block - Int Insul Office 4.1 3 0 9 4 28.0 ft2 0 0 0.6 0 5 E Exterior Frame - Wood Main 11 46 6 9 0 418.5 ft2 0 0.23 0.6 0 6 E Exterior Concrete Block - Int Insul Main 4.1 41 0 9 4 382.7 ft2 0 0 0.6 0 7 E Exterior Concrete Block - Ext Insul Office 4.1 12 6 9 4 116.7 ft2 0 0 0.6 0 8 S Exterior Frame - Wood Main 11 29 0 9 0 261.0 ft2 0 0.23 0.6 0 9 S Exterior Concrete Block - Int Insul Main 4.1 29 0 9 4 270.7 ft2 0 0 0.6 0 10 W Exterior Frame - Wood Main 11 46 6 9 0 418.5 ft2 0 0.23 0.6 0 11 W Exterior Concrete Block - Int Insul Main 4.1 32 6 9 4 303.3 ft2 0 0 0.6 0 12 W Exterior Concrete Block - Int Insul Office 4.1 21 0 9 4 196.0 ft2 0 0 0.6 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N Insulated Main None 6 3 8 24 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 in 1 Vinyl Low-E Double Yes 0.29 0.32 12.0 ft2 1 ft 0 in 0 ft 8 in None None 2 n 1 Vinyl Low-E Double Yes 0.29 0.32 15.0 ft2 1 ft 0 in 0 ft 8 in None None 3 n 2 Vinyl Low-E Double Yes 0.29 0.32 40.0 f12 1 ft 0 in 1 ft 0 in None None 4 n 3 Vinyl Low-E Double Yes 0.29 0.32 4.0 ft2 6 ft 4 in 0 ft 8 in None None 5 e 5 Vinyl Low-E Double Yes 0.29 0.32 4.0 ft2 1 ft 0 in 0 ft 8 in None None 6 e 5 Vinyl Low-E Double Yes 0.29 0.32 15.0 ft2 1 ft 0 in 0 ft 8 in None None 7 e 6 Vinyl Low-E Double Yes 0.29 0.32 8.0 ft2 1 ft 0 in 2 ft 8 in None None 8 e 6 Vinyl Low-E Double Yes 0.29 0.32 4.0 ft2 1 ft 0 in 11 ft 0 in None None 9 s 8 Vinyl Low-E Double Yes 0.29 0.32 4.0 ft2 1 ft 0 in 0 ft 8 in None None 10 s 8 Vinyl Low-E Double Yes 0.29 0.32 30.0 ft2 1 ft 0 in 0 ft 8 in None None 11 s 9 Metal Low-E Double Yes 0.52 0.32 64.0 ft2 9 ft 0 in 1 ft 0 in None None 12 s 9 Vinyl Low-E Double Yes 0.29 0.32 30.0 ft2 1 ft 0 in 11 ft 0 in None None 13 w 10 Vinyl Low-E Double Yes 0.29 0.32 4.0 ft2 1 ft 0 in 0 ft 8 in None None 14 w 10 Vinyl Low-E Double Yes 0.29 0.32 15.0 ft2 1 ft 0 in 0 ft 8 in None None 6/8/2017 3:23 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 00029 1811.4 99.44 187.02 2608 5 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9.0000 33 kBtu/hr 1 sys#1 2 Electric Heat Pump Split HSPFA 1.7 14 kBtu/hr 2 Ductless COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 34.8 kBtu/hr 0 cfm 0.75 1 sys#1 2 Central Unit Split SEER: 21.6 14 kBtu/hr cfm 0.75 2 Ductless SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model # Area Volume FEF None None ftz DUCTS V Supply ---- Return ---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool 1 Attic 6 397.2 ft Attic 99.3 ftz Default Leakage Main (Default) (Default) 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin [ ]Jan Heatin[Xl Feb [[ ]]Mar Jan [Xl Feb [X] Mar A rfApr f Ma [X] Jun Jul May [ ] Jun f Jul AuAuf Se Sep f Oct Oct Nov Nov DecfX Dec Venting[ ]Jan Feb [X] Mar X] Apr [ May [ ]Jun [ Jul Aug [ Se [ Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/8/2017 3:23 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 r FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 91 The lower the EnergyPerformance Index, the more efficient the home. 2629 Flicker Cove, Sanford, , FL, 32771 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=0.29 SHGC: SHGC=0.32 b. U-Factor: Dbl, U=0.52 SHGC: SHGC=0.32 c. U-Factor: N/A SHGC: d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor over Garage c. N/A a New (From Plans) 9. Wall Types Single-family a. Frame - Wood, Exterior b. Concrete Block - Int Insul, Exterior 1 c. Concrete Block - Ext Insul, Exterior 3 d. N/A 10. Ceiling TypesNoa. Under Attic (Vented) 2380 b. N/A Area c. N/A 185.00 ft2 11. Ducts a. Sup: Attic, Ret: Attic, AH: Main 64.00 ft2 12. Cooling systems ft2 a. Central Unit b. Central Unit ft2 3.142 ft. 0.320 Insulation Area R=0.0 1321.00 ft2 R=13.0 100.00 ft2 R= ft2 13. Heating systems a. Electric Heat Pump b. Electric Heat Pump 14. Hot water systems a. b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: 7y1,, 51,a Date: 06/08/17 Address of New Home: 2629 Flicker Cove, Sanford City/FL Zip: 32771 Insulation Area R=11.0 1508.30 ft2 R=4.1 1274.00 ft2 R=4.1 116.67 ft2 R= ft2 Insulation Area R=30.0 1427.00 ft2 R= ft2 R= ft2 R ft2 6 397.2 kBtu/hr Efficiency 34.8 SEER:16.00 14.0 SEER:21.60 kBtu/hr Efficiency 33.0 HSPF:9.00 14.0 HSPF:11.70 Cap: 50 gallons E F: Pstat yo KE sr9T o fi CA a W'E 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. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 6/8/2017 3:24 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 DEL --AIR Manual S Compliance Report Job: LOT 114 WYNDHAM PRE... m+c • wn cormmoxo+c Date: 05.23.17 xF1 Rest of House) By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 Project• 0 For: PARK SQUARE HOMES 1986 TRIBECA Cooling Equipment Design Conditions Outdoor design DB: 93.0 cF Sensible gain: 7637 Btuh Entering coil DB: 76.0°F Outdoor design WB: 76.0°F Latent gain: 742 Btuh Entering coil WB: 63.0°F Indoor design DB: 75.0OF Total gain: 8379 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Mitsubishi Actual airflow: 600 cfm Sensible capacity: 0 Btuh Latent capacity: 0 Btuh Total capacity: 0 Btuh Design Conditions Outdoor design DB: 38.0°F Indoor design DB: 70.0°F Model: MUZ-GLI5NA-U1+MSZ-GLI5NA-U1 0% of load 0% of load 0% of load SHR Heat loss 0% 6587 Btuh Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Mitsubishi Model: MUZ-GLI5NA-U1+MSZ-GLI5NA-U1 Actual airflow: 600 cfm Output capacity: 0 Btuh 0% of load Supplemental heat required: 6587 Btuh Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 600 cfm Output capacity: 2.1 kW 109% of load Temp. rise: 0 OF Meets are all requirements of ACCA Manual S. Entering coil DB: 69.6°F Capacity balance: 0 OF Economic balance: 0 OF wri htsoft` 2017-Jun-08 15 48.52 9 Right-Suile® Universal 2017 17 0 16 RSU24009 Page 1 es\Lo1114WyndharnPreserve1986TnbecaGRNSales rup Calc = MJ8 House faces. N DEL -AIR Manual S Compliance Report AftTMa • "'" cownuml; Main DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831.2665 For: PARK SQUARE HOMES 1986 TRIBECA Design Conditions Job: LOT 114 WYNDHAM PRE... Date: 05.23.17 By: BENTLEY Outdoor design DB: 93.0°F Sensible gain: 22590 Btuh Entering coil DB: 76.0°F Outdoor design WB: 76.0°F Latent gain: 4105 Btuh Entering coil WB: 63.0°F Indoor design DB: 75.0OF Total gain: 26695 Btuh Indoor RH: 50% Estimated airflow: 1160 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASH Manufacturer: Trane Model: 4TWR6036H1+TEM6AOC36H31++TDR Actual airflow: 1160 cfm Sensible capacity: 26323 Btuh 117% of load Latent capacity: 5151 Btuh 125% of load Total capacity: 31474 Btuh 118% of load SHR: 84% Design Conditions Outdoor design DB: 38.0OF Heat loss: 25326 Btuh Entering coil DB: 69.6°F Indoor design DB: 70.0OF Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Trane Model: 4TWR6036H1+TEM6AOC36H31++TDR Actual airflow: 1160 cfm Output capacity: 30174 Btuh 119% of load Capacity balance: 31 .°F Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 1160 cfm Output capacity: 7.7 kW 1040% of load Temp. rise: 50 °F Meets are all requirements of ACCA Manual S. t wri htsoft` 2017-Jun-08 15 48 52 1 g Righl-SwteO Universal 2017 17 0.16 RSU24009 Page 2 es\Lot114WyndhamPreservel986THbecaGRNSales rup Calc = MJ8 House laces: N Component Constructions Job: LOT 114 WYNDHAM PRE... DEL -AIR Date: 05.23.17 MMATWG-AMICIoenmaAnG Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 smia,ject intormation For: PARK SQUARE HOMES 1986 TRIBECA Design Conditions Location: Indoor: Heating Cooling Sanford, FL, US Indoor temperature (`F) 70 75 Elevation: 55 ft Design TD (OF) 32 18 Latitude: 28 ON Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 5.7 43.5 Dry bulb (T) 38 93 Infiltration: Daily range (OF) - 20 M) Method Simplified Wet bulb (T) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ff' Btuhm'-'F ft'-'F/Btuh Btuh/ft' Btu Bluh/ft' Btu Walls 12B-Osw: Frm wall, stucco ext, r-11 cav ins, 1/2" gypsum board int n 234 0.097 11.0 310 726 2.63 615 fnsh, 2"x4" wood frm, 16" o.c. stud a 400 0.097 11.0 3.10 1240 2.63 1050 s 227 0.097 11.0 3.10 705 2.63 597 w 400 0.097 11.0 3.10 1240 2.63 1050 all 1260 0.097 11.0 3.10 3911 2.63 3312 12F-Osw: Firm wall, stucco ext, r-30 cav ins, 1/2" gypsum board int n 109 0.065 21.0 2.08 226 1.19 129 fnsh, 2"x4" wood frm, 16" o.c. stud 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum n 65 0.201 0 6.43 418 4.10 267 board int fnsh a 369 0.201 0 6.43 2375 410 1514 s 176 0.201 0 6.43 1130 4.10 720 w 302 0.201 0 6.43 1944 4.10 1239 all 912 0.201 0 6.43 5868 4.10 3741 13A-3ocs: Blk wall, stucco ext, r-3 ext bd ins, 8" thk, 1/2" gypsum n 28 0.167 3.0 5.34 149 3.06 85 board int fnsh a 116 0.167 3.0 534 621 3.06 355 w 195 0.167 3.0 534 1044 3.06 597 all 339 0.167 3.0 5.34 1814 3.06 1037 Partitions none) Windows 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 1 It overhang (2 ft window ht, 0.67 ft sep.); 6.67 It head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 1 ft overhang (5 ft window ht, 0.67 ft sep.); 6.67 It head ht 10C-v: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 1 It overhang (6.67 it window ht, 1 ft sep.); 6.67 It head ht n 12 0.290 0 9.28 111 11.9 143 e 4 0.290 0 9.28 37 34.0 136 s 4 0.290 0 9.28 37 11.9 48 w 4 0.290 0 9.28 37 34.0 136 all 24 0.290 0 9.28 223 19.3 463 n 15 0.290 0 9.28 139 11.9 179 e 15 0.290 0 9.28 139 35.2 528 s 30 0.290 0 9.28 278 12.0 360 w 15 0.290 0 9.28 139 35.2 528 all 75 0.290 0 9.28 696 21.3 1595 n 40 0.290 0 9.28 371 8.35 334 c wri htsoft• 2017-Jun-O8 15 48 52 9 Right -Suite® Universal 2017 17.0.16 RSU24009 Page 1 es\Lot114Wyndham Preserve1986TnbecaGRNSales. rup Calc = MJ8 House faces N 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.32); 6.3 ft overhang (2 ft window ht, 0.67 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, e 1/8" thk; NFRC rated (SHGC=0.32); 1 ft overhang (2 ft window ht, 2.67 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, e 1/8" thk; NFRC rated (SHGC=0.32); 1 ft overhang (2 ft window ht, 11 ft sep.); 6.67 ft head ht 2A-2omd: 2 glazing, clr outr, air gas, mtl no brk frm mat, clr low-e innr, s 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 9 ft overhang (8 ft window ht, 1 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, s 1/8" thk; NFRC rated (SHGC=0.32); 1 ft overhang (5 ft window ht, 11 ft sep.), 6.67 ft head ht Doors 11J0: Door, mtl fbrgl type n Ceilings 1613-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" gypsum board int fnsh Floors 20P-13c: Fir floor, frm fir, 6" thkns, carpet fir fnsh, r-13 cav ins, gar ovr 22A-cpl: Bg floor, light dry soil, on grade depth, carpet fir fnsh 4 0.290 0 9.28 37 11.9 48 8 0.290 0 9.28 74 36.0 288 4 0.290 0 9.28 37 36.0 144 64 0.520 0 16.6 1065 16.1 1028 30 0.290 0 9.28 278 13.3 398 24 0.600 6.3 1427 0.032 30.0 100 0.068 13.0 165 0.989 0 19.2 461 17.7 425 1.02 1461 1.70 2419 2.18 218 0.88 31.6 5222 0 88 0 Wr2017- Jun-08 15 48 52 lhtSOft' gRighl-Suile® Universal 2017 17.0 16 RSU24009 Page 2 es\ Lo1114Wyndham Preserve 1986TribecaGRNSales. rup Calc = MJ8 House faces N I Component Constructions Job: LOT 114 WYNDHAM PRE R... DEL -AIR Date: 05.23.17 Main By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone: 407-831-2665 For: PARK SQUARE HOMES 1986 TRIBECA Location: Indoor: Heating Cooling Sanford, FL, US Indoor temperature (OF) 70 75 Elevation: 55 ft Design TD (OF) 32 18 Latitude: 28 N Relative humidity (%) 30 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 5.7 43.5 Dry bulb (T) 38 93 Infiltration: Daily range (OF) - 20 ( M) Method Simplified Wet bulb (T) - 76 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft= Btu hM-'F ft'- 'FBluh Btuh/ft' Btu Btuh/ff2 Btu Walls 12B-Osw: Firm wall, stucco ext, r-11 cav ins, 1/2" gypsum board int fnsh, 2"x4" wood frm, 16" o.c. stud 13A-2ocs: Blk wall, stucco ext, r-2 ext bd ins, 8" thk, 1/2" gypsum board int fnsh Partitions none) n 234 0.097 11.0 3.10 726 2.63 615 e 400 0.097 11.0 3.10 1240 2.63 1050 s 227 0.097 11.0 3.10 705 2.63 597 w 400 0.097 11.0 3.10 1240 2.63 1050 all 1260 0.097 11.0 3.10 3911 2.63 3312 n 65 0.201 0 6.43 418 4.10 267 e 369 0.201 0 6.43 2375 4.10 1514 s 176 0.201 0 6.43 1130 4.10 720 w 302 0.201 0 6.43 1944 4.10 1239 all 912 0.201 0 6.43 5868 4.10 3741 Windows 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.32); 1 ft overhang (2 ft window ht, 0.67 e It sep.), 6.67 ft head ht s w all 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.32); 1 It overhang (5 ft window ht, 0.67 e ft sep.); 6.67 ft head ht s w all 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, n 1/8" thk; NFRC rated (SHGC=0.32); 6.3 It overhang (2 It window ht, 0.67 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, e 1/8" thk; NFRC rated (SHGC=0.32); 1 ft overhang (2 ft window ht, 2.67 ft sep.); 6.67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, e 1/8" thk; NFRC rated (SHGC=0.32); 1 ft overhang (2 It window ht, 11 ft sep.); 6.67 It head ht 12 0.290 0 9.28 111 11.9 143 4 0.290 0 9.28 37 34.0 136 4 0.290 0 9.28 37 11.9 48 4 0.290 0 9.28 37 34.0 136 24 0.290 0 9.28 223 19.3 463 15 0.290 0 9.28 139 11.9 179 15 0.290 0 9.28 139 35.2 528 30 0.290 0 9.28 278 12.0 360 15 0 290 0 9.28 139 35.2 528 75 0 290 0 9.28 696 21.3 1595 4 0.290 0 928 37 11.9 48 8 0.290 0 9.28 74 36.0 288 4 0.290 0 9.28 37 36.0 144 C wri htsoft' 2017-Jun-08 15 48 52 9 Right -Suite® Universal 2017 17 0 16 RSU24009 Page 3 CC'k..es\Lot114Wyndharn Preserve 1986TribecaGRNSales rup Calc = MJB House faces. N 2A-2omd: 2 glazing, clr outr, air gas, mtl no brk firm mat, cir low-e innr, s 1/4" gap, 1/8" thk; NFRC rated (SHGC=0.32); 9 ft overhang (8 ft window ht, 1 ft sep.), 6 67 ft head ht 2A-2ov: 2 glazing, clr outr, air gas, vnl firm mat, clr low-e innr, 1/4" gap, s 1/8" thk; NFRC rated (SHGC=0.32); 1 ft overhang (5 ft window ht, 11 ft sep.); 6.67 ft head ht Doors 11JO: Door, mtl fbrgl type n Ceilings 16B-30ad: Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" gypsum board int fnsh Floors 20P-13c: Fir floor, firm flr, 6" thkns, carpet fir fnsh, r-13 cav ins, gar ovr 22A-cpl: Bg floor, light dry soil, on grade depth, carpet fir fnsh 64 0.520 0 16.6 1065 16.1 1028 30 0.290 0 9.28 278 13.3 398 24 0.600 6.3 1203 0.032 30.0 100 0.068 13.0 113 0.989 0 19.2 461 17.7 425 1.02 1231 1.70 2039 2.18 218 0.88 88 31.6 3560 0 0 1 wri htsoft` 2017-Jun-08 15 48 52 9 Right -Style® Universal 2017 17 0 16 RSU24009 Page 4 es\Lot114WyndharnPreserve1986TnbecaGRNSales. rup Calc = MJ8 House faces N 1 DEL -AIR Component Constructions HUMs•=COMMOM11111 (Rest of House) DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 For: PARK SQUARE HOMES 1986 TRIBECA Job: LOT 114 WYNDHAM PRE... Date: 05.23.17 By: BENTLEY Location: Sanford, FL, US Elevation: 55 ft Latitude: 28ON Outdoor: Heating Cooling Dry bulb (T) 38 93 Daily range (T) - 20 ( M) Wet bulb (`F) - 76 Wind speed (mph) 15.0 7.5 Indoor: Indoor temperature (OF) Design TD (OF) Relative humidity (%) Moisture difference (gr/lb) Infiltration: Method Construction quality Fireplaces Heating 70 32 30 5.7 Simplified Average 0 Cooling 75 18 50 43.5 Construction descriptions Or Area U-value Insul R Htg HTM Loss Clg HTM Gain ft' BtuhM- F W-'F/Btuh BtuhM2 Btu Btuh/l? BWh Walls 12F-Osw: Firm wall, stucco ext, r-30 cav ins, 1/2" gypsum board int n 109 0.065 21.0 2.08 226 1.19 129 fnsh, 2"x4" wood frm, 16" o.c. stud 13A-3ocs: Blk wall, stucco ext, r-3 ext bd ins, 8" thk, 112" gypsum n 28 0.167 3.0 5.34 149 3.06 85 board int fnsh a 116 0.167 3.0 5.34 621 3.06 355 w 195 0.167 3.0 5.34 1044 3.06 597 all 339 0.167 3.0 5.34 1814 3.06 1037 Partitions none) Windows 10C-v: 2 glazing, clr outr, air gas, vnl frm mat, clr low-e innr, 1/4" gap, n 40 0.290 0 9.28 371 8.35 334 1/8" thk; NFRC rated (SHGC=0.32); 1 ft overhang (6.67 ft window ht, 1 ft sep.), 6.67 ft head ht Doors none) Ceilings 16B-30ad:Attic ceiling, asphalt shingles roof mat, r-30 ceil ins, 1/2" 224 0.032 30.0 1.02 229 1.70 380 gypsum board int fnsh Floors 22A-cpl: Bg floor, light dry soil, on grade depth, carpet flr fnsh 53 0 989 0 31.6 1662 0 0 wri htsoft• 2017-Jun-08 15 48 52 9 Right -Suite® Universal 2017 17 0 16 RSU24009 Page 5 14r— A es\Lot114Wyndharn Preserve 1986TribecaGRNSales rup Calc = MJ8 House faces. N RDEL AIR Pro ect Summar Job: LOT 114 WYNDHAM PRE... Y Date: 05.23.17 NUTWc•nmC011=u eic Entire House By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 For: PARK SQUARE HOMES 1986 TRIBECA Notes: RVSD 06.01.17 JB Weather: Sanford, FL, US Winter Design Conditions Summer Design Conditions Outside db 38 OF Outside db 93 °F Inside db 70 OF Inside db 75 OF Design TD 32 OF Design TD 18 OF Daily range M Relative humidity 50 % Moisture difference 44 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 27338 Btuh Structure 24148 Btuh Ducts 4575 Btuh Ducts 6078 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 31912 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 30227 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3315 Btuh Ducts 1533 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling Area (ft2) 2380 2380 Equipment latent load 4847 Btuh Volume (ft3) 22394 22394 Air changes/hour 0.41 0.21 Equipment total load 35074 Btuh Equiv. AVF (cfm) I 153 78 Req. total capacity at 0.70 SHR 3.6 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 IF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft` Right -Suite® Universal 2017 17 0 16 RSU24009 2017-Jun-08 1 Pag9e 2 ACCIpl es\Lot114Wyndham Preserve1986TnbecaGRNSales rup Calc = MJ8 House faces N Project Summary Job: LOT 114 WYNDHAM PRE... jQDEL--AIR Y 1 Date: 05.23.17 NUTMG•umCox IT1011 G (Rest of House) By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 For: PARK SQUARE HOMES 1986 TRIBECA Notes: RVSD 06.01.17 JB Weather: Sanford, FL, US Winter Design Conditions Outside db 38 OF Inside db 70 cF Design TD 32 OF Heating Summary Structure 5210 Btuh Ducts 1377 Btuh Central vent (0 cfm) 0 Btuh pone) Humidification 0 Btuh Piping 0 Btuh Equipment load 6587 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Cooling Area (ft2) 399 399 Volume (ft3) 3711 3711 Air changes/hour 0.42 0.21 Equiv. AVF (cfm) 26 13 Heating Equipment Summary Make Mitsubishi Trade MITSUBISHI Model MUZ-GLI5NA-U1 AHRI ref 8715783 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 0 OF Backup: 11.7 HSPF 0 Btuh @ 47°F 0 °F 600 cfm 0.091 cfm/Btuh 0 in H2O Input = 2 kW, Output = 7181 Btuh, 100 AFUE Summer Design Conditions Outside db 93 OF Inside db 75 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 44 gr/lb Sensible Cooling Equipment Load Sizing Structure 5742 Btuh Ducts 1895 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 7637 Btuh Latent Cooling Equipment Load Sizing Structure 391 Btuh Ducts 352 Btuh Central vent (0 cfm) 0 Btuh pone) Equipment latent load 742 Btuh Equipment total load 8379 Btuh Req. total capacity at 0.75 SHR 0.8 ton Cooling Equipment Summary Make Mitsubishi Trade MITSUBISHI Cond MUZ-GLI5NA-U1 Coil MSZ-GLI5NA-U1 AHRI ref 8715783 Efficiency Sensible cooling Latent cooling Total cooling Actual air flow Air flow factor Static pressure Load sensible heat ratio 21.6 SEER 0 Btuh 0 Btuh 0 Btuh 600 cfm 0.079 cfm/Btuh 0 in H2O 0.91 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t ++ wrightsoft' 2017-Jun-0815.48:52 Right -Suite® Universal 2017 17.0-16 RSU24009 Page 2 es\Lot114WyndhamPreserve1986TnbecaGRNSales.rup Calc = MJ8 House faces N s Project Summary Job: LOT 114 WYNDHAM PRE... DEL -A R Y Date: 05.23.17 Main By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 For: PARK SQUARE HOMES 1986 TRIBECA Notes: RVSD 06.01.17 JB Weather: Sanford, FL, US Winter Design Conditions Outside db 38 °F Inside db 70 °F Design TD 32 °F Heating Summary Structure 22128 Btuh Ducts 3198 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 25326 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 CoolingHea4455Areaft2202045 Volume ft3) 18683 18683 Air changes/hour 0.41 0.21 Equiv. AVF (cfm) 127 65 Heating Equipment Summary Make Trane Trade TRANE Model 4TW R6036H 1 AH R I ref 7562981 Summer Design Conditions Outside db 93 OF Inside db 75 T Design TD 18 F Daily range M Relative humidity 50 Moisture difference 44 gr/lb Sensible Cooling Equipment Load Sizing Structure 18406 Btuh Ducts 4183 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Equipment sensible load 22590 Btuh Latent Cooling Equipment Load Sizing Structure 2924 Btuh Ducts 1181 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 4105 Btuh Equipment total load 26695 Btuh Req. total capacity at 0.75 SHR 2.5 ton Cooling Equipment Summary Make Trane Trade TRANE Cond 4TWR6036H1 Coil TEM6AOC36H31++TDR AHRI ref 7562981 Efficiency 9 HSPF Efficiency 13.0 EER, 16 SEER Heating input Sensible cooling 26100 Btuh Heating output 33000 Btuh @ 47°F Latent cooling 8700 Btuh Temperature rise 26 °F Total cooling 34800 Btuh Actual air flow 1160 cfm Actual air flow 1160 cfm Air flow factor 0.046 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0.37 in H2O Static pressure 0.37 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point = 31 OF Backup: Input = 8 kW, Output = 26423 Btuh, 100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wri htsoft, g Right -Suite® Universal 2017 17.0 16 RSU24009 2017-Jun-08 15 48:52 Page 3 es\Lot114WyndharnPreserve1986TnbecaGRNSales. rup Calc = MJ8 House faces N DEL --AIR Right-JO Worksheet NW=-"°°°''"""` Entire House DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 Job: LOT 114 WYNDHAM PRESS.. Date: 05.23.17 By: BENTLEY 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 316.0 ft 92 ft 2444.0 ftz Man 263.5 ft 9.1 ft 2045 0 ftz Ty Construction number U-value Btutditz°F) Or HTM BtU Wftz) Area (ff2) or perimeter (ft) Load Btuh) Area (ftz) or perimeter (h) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 12B-Osw 2A-2ov 2A:2o 12F-Osw 10C-v 13A-2ocs+0.201 2A-2ov 11J0-,-,,,R 13A-3ocs 12B-Osw ' -` 2A-2ov 2A-2ov 13A-2ocs 2A-2ov 2A-2ov 13A-36cs-- 12B-0sw 2A-2ov 2A-2ov 13A-2ocs 2A-2omd 2A-2ov: 12B-0sw 2A-2ov 2A-2ov 13A-2ocs„ 13A-3ocs 16B-30ad 2OP-13c 22A;cpl 0.097 0.290 T0.290 0 065 0.290 0.290 0_fi 0.167 0.097 0.290 0.290 0.201 0.290 0.290 0.167 0.097 0 290 0.290 0.201 0.520 0.290 0 097 0 290 0 290 0 201 0 167 0.032 0 0611 0.989 n n n n n_ n n y n e r a e_ a a a e:, s s s_ s- s s_ w w w w_ w 3.10 9.28 9.28 2.08 9.28 6.43 9.28 19.20 5.34 3.10 9.28 9.28 6.43 9.28 9.28 5.34 3.10 9.28 9.28 6.43 16.64 9.28 3.10 9.28 9.28 6.43 5 34 1.02 2.18 31.65 2.63 11.93 j j .93 1.19 8.35 4.10 11.93 17.70 3 06 2 63 34.05 35.20 4.10 35.97 35.97 3.06 2.63 11 93 12.00 4.10 16.07 13.25 2 63 3405 3520 4.10 3 06 1.70 0 88 0.00 261 12 15 234 0 0 726 111 139 226 371 418 37 461 149 1240 37 139 2375 74 37 621 705 37 278 1130 1065 278 1240 37 139 1 944 1044 1461 218 615 143 179 129 334 267' 48 425 85 1050 136 528 261 12 1. 5 234 0 0 726 111 139 0 0 418 37 461 0 1240 37 139 2375 74 37 615 143 179 0 0 267 48 425 0 F---1050 136 528 1514 288 144 0 C U/ L--G 149 40 93 4 4 28 419 4 15 381 8 4 l16 261 4 30 270 64 30 419 4 15 302 195 1427 100 1327 109 0 W' 65 0 24 28 400 1 1 369 0 0 116 227 8 57 176 128 O 0 0 93 4 24 0 419 4 15 381 8 4 0 261 4 30 270 64 30 419 4 15 302 0 1203 100 928 0 0 65 0 4 W 0 400 1 1 1514 288 144 355 597 48 360 720 1028 398 1050 136 528 1239 597 2419 88 0 369 0 0 0W Uf/ 0 705 37 278 1130 1065 278 1240 37 139 1944 0 1231 218 3560 227 8 57 176 128 597 48 360 720 102E 398 1050 136 528 r_ 1239 0 2039 88 I-;- G W i I;-.GG 400 1 1 302 195 1427 100 165 0 400 1 1 302 0 1203 100 113 0- W C- F F - 5222 0 6 c) AED excursion 0 0 Envelope loss/gain 21962 15450 17659 13569 12 a) Infiltration b) Room ventilation 5376 0 1549 0 4469 0 1287 0 13 Internal gains Occupants @ 230 Appliances/other 5 1150 6000 5 1150 2400 Subtotal (lines 6 to 13) 2733B 24148 22128 18406 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 17%, 1 25% 0 0 0 27338 4575 0 0 0 24148 6078 14 % 231/. 0 0 0 22128 31981 0 0 0 18406 4183 Total room load Air required (cfm) 31912 1760 30227 1760 25326 1160 22590 1160 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2017-Jun-08 15 48 52 Right-Sude® Universal 2017 17 0.16 RSU24009 Page 1 es\Lot114WyndharnPreserve1986TribecaGRNSales rup Calc = MJ8 House laces: N DEL --AIR Right-J® Worksheet KEE=-W 1:0"°ffmom Entire House DEL AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone: 407-831-2665 Job: LOT 114 WYNDHAM PRESE... Date: 05.23.17 By: BENTLEY 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Rest of House) 52.5 It 9.3 ft 399.0 ftz Ty Construction number U-value BtuWft2-°F) Or HTM Btuhftz) Area M9 or perimeter (ft) Load Btuh) Area or perimeter Load Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1 1 12B-0sw -- 2A-2(yv 2A.2c 12F-Osw 10C-v 13A-2ocs- 2A-2ov 71J0 _ 13A-3ocs 1213-0sw- 2A-2ov 2A-2ov 13A-2ocs 2A-2ov 2A-2ov 13A-3ocs - 1213-0sw 2A-2ov 2A-2ov, 2A-2omd 2A-2ov _ 12B-Osw 2A-2ov, 2A-2ov, 13A-26cs 13A-3ocs 16B-30ad- 20P-13c 22A-cpl "- 0 097 0.290 0.290 nT n 3.10 9.28 9.28 2.63 11.93 11.93 1.19 8 35 4.10 11.93 17.70 3.06 Z63 34.05 35.20 410 35.97 3597 3 06 2.63 11.93 1200 4.10'---0 16,07 13.25 2.63 3405 3520 4.10 3 06 1.70 0.88 0.00 0 0 0 0 0 0 0 0 0 0 0 0L-C _ y/ L-G 0.065 0.290 0.201 0.290 0,600 0.167 0.097 0.290 0.290 0.201 0290 0.290 0.167 0.097 0.290 0.290 0.201 0 520 0.290 0.097 0 290 0.290 0.201 0.167 0.032 0.068 0.%9 n n n' n n n ei- a e_ a a a e, s s s s_ s ems_ w w w w w 2.08 9.28 6.43 9.28 19.20 5.34 3.10 9.28 9.28 6.43 9.28 9.28 5.34 3.10 9.28 9.28 643 16.64 9.28 310 9.28 9.28 6.43 5.34 1.02 2.18 31.65 149 40 109 0 226 371 129 334 0 0 0 0 0 0 0 0 0 0 0 G W 0 28 0 0 0 28 0 0 0 149 0 0 85 0 0 V 0 0 0 116 0 0 0 0 0 0 0 116 0 0 0 0 0 0 0 621 0 0 0 0 0 NCO 0 0 0 355 0 0 0 0 0 G W; _ y V613A-2ocs 0 0 0--0 0 0 T-=GG 0 0 0 0 0 0 0 O 0 0 0 O 0 0 0 1N= W 0 -. F 0 195 224 0 399 0 195 224 0 1044 229 0 1662 0 597 380 00 53 0-- 6 c) AED excursion 0 Envelope loss/gain 4302 1881 12 a) Infiltration b) Room ventilawn 907 0 261 0 13 Internal gains- Occupants @ 230 Appliances/other 0 0 3600 Subtotal (lines 6 to 13) 5210 5742 14 Less external load Less transfer Redistribution Subtotal Duct loads 1 261% 331% 0 0 0 5210 1377 0 0 0 5742 1895 r Total room load Air required (cfm) 6587 600 7637 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 41 L- Ad-wrightsoft` Right -Suite® Universal 2017 17.0 16 RSU24009 2017-Jun-08 1 Page 2 es\Lot114WyndharnPreserve1986TnbecaGRNSales rup Calc = MJ8 House faces N DEL --AIR Right-JO Worksheet MEUM-AMCO"°"'°""° ( Rest of House) DEL AIR HEATING & AIR CPNDITIONING 531 CODISCO WAY, SANFORD, FL 32771 hone 407-831-2665 Job: LOT 114 WYNDHAM PRESE.. Date: 05.23.17 By: BENTLEY 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Rest of House) 52.5 ft 9.3 ft 399.0 ft2 SALES OFFICE 52.5 ft 9.3 ft heat/cool 19.0 x 21.0 ft 399.0 f12 Ty Construction number U-value Btuh/tt2-0F) Or HTM Btuh/ft2) Area (ft2) or perimeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat. Cool 6 1 1 V)/ 12B-0sw 2A-2ov 2A-2ov 12F-Osw 10C-v 13A-2ocs 2A-2ov 11J0 13A-3ocs 126-0sw 2A-2ov 2A-2ov.. -„--, 13A-20cs 2A-2ov 2A-2ov 13A-3ocs _ 126-0sw 2A-2ov 2A-2ov_ 13A-2ocs_-______ r 2A-2omd 2A-2ov 2A-2ov 2A-2ov 13A-3ocs 16Br30ad 20P-13c 22A:cpl 0.097 0.290 0.290 0.065 0.290 0.201 0.290 O.6D0 0 167 0.097 0.290 0.290 0.201 0.290 0.290 0.167 0.097 0.290 0.290 0.201 0.520 0.290-s- 0 097 0.290 0 290 0.201 0.167 0.032 0.068 0.989 n n n_ n n n n n_ n e- a e, a a a e s s s s- s w w w w_ w 0.00 0.00 0.00 2 08 9.28 0.00 0.00 0.00 5.34 0.00 0.00 0.00 0.00 0.00 0.00 5.34 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.34 1.02 0.00 31.65 0.00 0.00 OAO 1.19 8.35 0.00 0.00 Q,.00 3.06 0.00 0.00 0.00 0.00 000 000 3.06 0.00 000 0.00 0.00 0.00 0.00 0.00 0.00 0.000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 149 40 0 0 0 0 0 0 0 0 0 226 371 0 0 0 129 33.4 W% G 149 40 109 0 226 371 129 334 0 0 0 0 109 0 0-0 0 0 0 0 0 28 0 0 0 0 0 0 28 0 0 0 0 0 149 0 0 0 0 0 W yl Vu II-G 85 28 0 0 28 0 0 149 0 0 85 0 0 0 0 0 0 0 0 0 0 v- 0 116 0 0 0 O 0 0 0 116 0 0 0 0 0 0 0 621 0 0 0 0 0 0 355 0 0 0 O 0 0 0 116,116 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 621 0 0 0 o 0 00 0 0 0 0 1044 229 0 T1662 0 0 0 355 0 0 0 0 0 0 W_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ti128- 0sw 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W_..13A-2ocs W C_ F F. ,` 0 0:-_0 1044 229 0 1662 0.,,._. 597 380 0 0 195 224 0 399 0 195 224 0 597 380 0 0 0.00 3.06 1.70 0.00 0.00 195 224 0 399 195 224 0 53, 0 530 6 c) AED excursion 0 0 Envelope loss/gam 4302 18811 4302 1881 12 a) Infiltration b) Room ventilation 907 0 261 0 907 0 261 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 3600 0 0 3600 Subtotal (lines 6 to 13) 5210 5742 15210 5742 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 26% 33% 0 0 0 5210 1377 0 0 0 5742 1895 26% 330% 0 0 0 5210 1377 0 0 0 5742 1895 Total room load Air required (cfm) 6587 600 7637 600 6587 600 7637 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. fi wrightsOft` 2017-Jun-08 1 Right -Suite® Universal 2017 17 0 16 RSU24009 Page 3 es\Lot114WyndhamPreserve1986ThbecaGRNSales.rup Calc = MJ8 House faces: N DEL --AIR Right-JO Worksheet rrun,r.• nor rmrmmorwr° Main DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 Job: LOT 114 WYNDHAM PRESE... Date: 05.23.17 By: BENTLEY 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Main 263.5 it 9.1 it 2045 0 fiz DINING 22.5 it 9.3 it heat/cool 12.5 x 10.0 it 1250 fiz Ty Construction number U-value Btuh/ftz°F) Or HTM Btufdit2) Area (M or perimeter (it) Load Btuh) Area (ft or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1 1 12B-Osw 2A-2ov 12F-Osw 10C-v 13A-2ocs 2A-2ov 11J0 13A-3ocs 12B-Osw 2A-2ov 2A-2ov,,,,,,,, ,,, „ 13A-2ocs 2A-2ov 2A-20v 13A-3ocs- 12B-0sw 2A-2ov 2A-2ov 13A-2ocs--------- 2A-2omd 2A-2o 12B-Osw 2A-2ov 2A-2ov 13A-2ocs - - - 13A-3ocs 16B-30ad..,R 2OP-13c 22A7cp1- 0.097 0.290 0.290 0 065 0.290 0.201 0.290 0.600 n n n_ n n n- n Y n- a a e. e a e e- s s s s " s s_ w w w w„ w 3.10 928 9 28 0.00 000 6.43 9.28 19.20 0.00 3.10 9.28 9.28 643 9.28 928 0.00 3.10 9.28 9.28 6.43 16.64 9.28 310 928 928 6.43 0.00 1.02 2.18 31.65 2.63 11.93 11.93 0.00 0.00 4.10 11.93 17.70 0.00 v 263 34.05 35.20 4.10 35.97 35.97 0.00 2.63 11.93 12.00 4.10 16.07 13.25 2.63 34.05 35.20 0.00 1.70 0.88 0.00 261 12 150 234 0 726 111 139 0 0 418 37 461 0- 1240 37 139,,,,,,,_,528--0 2375 74 37 615 143 179 0 0 267 48 425 0 105 0 136 1514 288 144 0 0 0 0 0 0 0 0 0 0 0 02A-2ov 0 O 0 0I-- G 0 0 93 4 24 0- 419 4 15 381 8 4 0 0 65 0 24 0 400 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W, 0 167 0.097 0.290 O-29D 0.201 0 290 0.290 0.167 0 097 0.290 0 290 0.201 0.520 0.290 0.097 0.290 0.290 0.201 0 167 0.032 0.068 0.989 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 369 0 0 0 0 0 0 0 0 0 W= 0 261 4 30 270 64 30 419 4 15 4.10 302 0 1203 100 928 0 227 8 57 176 128 0 0 705 37 278 1130 1065 278 1240 37 139 1944 0 1231 218 3560 b 597 48 360 720 1028 398 1050 136 528 1239 0 2039 88 0 0 0 0 116 64 0 0 0 0 0 52 64 0 0 0 0 0 r336 1065 0 o 0 0 0 214 1028 0 V v 2 400 1 1 302 0 1203 100 R,, 113 0 0 0 93 0 0 0 0 93 00 0 0 0 598 0 0 0 381 0 Wr, - W C- F F 0 0 125 0 0 23 0 0 7,,12 0 0 O0_- 6 c) AED excursion 0 56 Envelope loss/gain 17659 13569 2711 1568 12 a) Infiltration r b) Room ventilation 4469 0 1287 0 389 0 112 0 13 Internal gains: Occupants @ 230 r Appliances/other 5 1150 24M 0 0 0 Subtotal (lines 6 to 13) 22128 18406 31001 1680 14 Less external load Less transfer Redistribution Subtotal Duct loads 14 % 23%1 0 0 0 22128 3198 0 0 0 18406 4183 10% 10% 0 0 0 3100 310 0 0 0 1680 168 r Total room load Air required (cfm) 1 2532611160 22590 1160 3410 156 1848 95 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigFttsoft' Right -Suite® Universal 2017 17.0.16 RSU24009 2017-Jun-08 1 Page 4 es\Lot114WyndhamPreserve1986TnbecaGRNSales rup Calc = MJ8 House faces. N DEL --AIR Right-JO Worksheet xur.rc-onraxmnm m Main DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-831-2665 Job: LOT 114 WYNDHAM PRESE... Date: 05.23.17 By: BENTLEY 1 2 3 4 5 Room dame Exposed wall Room height Room dimensions Room area KITCHEN 43.5 It 9.3 ft heat/cool 1.0 x 471.5 If 471.5 ft2 GATHERING 42.5 It 9.3 ft treat/cool 16.5 x 18.0 ft 297.0 ft2 Ty Construction number U-value Btuh/tt2-°F) Or HTM Btuh/ft2) Area (ft2) or perimeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1 1 Vj/ 12B-Osw 2A-2ov 2A-2ov __ _ 12F-Osw 1 OC-v 13A=2ocs _.._ 2A-2ov 1,1J0 13A-3ocs 12B-Osw 2A-2ov 2A-2ov_ 13A-2ocs 2A-2ov 2A-2ov 13A-3ocs 1213-0sw 2A-2ov 2A-2ov 13A-2ocs- --'- rr 2A-2omd 2A-2ov 1213-0sw 2A-2ov 2A-2ov _ 13A-2ocs 13A-3ocs 168; 30ad -! 20P-13c 22A.cpl 0.097 0.290 0.2900.290 0.065 0.290 0.201 0.290 0 600 0 167 0 097 0.290 0.290 .0.290 0201 0 290 0 290 0.167 0 097 0.290 0.290 0.201 0.520 0.290 0 097 0 290 0 290 0.201 0167 0.032 0 068 0.989 n- n n n n_ n' n n n a a tee- a a a e- s s s s . s s- w w w w_ w 3.10- 9.28 9.28 0.00 0.00 6.43 9.28 19.20 0.00 3.10 9.28 9.28 6.43 9.28 9.28 0.00 3 10 9.28 9.28 6.43 16.64 9.28 310 9.28 9.28 6.43 0.00 1.02 2 18 31.65 2.63 11.93 11.93 0.00 000 4.10 11.93 17.70 0.00 2.63 34.05 35.20 4.10 35.97 3597 0 00 2 63 11.93 12.00 4.10 16.07 13.25 263 3405 35.20 4.10 0.00 1.70 0.88 0.00 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0GG y/ L--G 0 0 56 0 24 0 0 0 32 0 24 0 0 205 0 461 0 0 0 130 0 425 0- 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0-0 0 0 0 U W 0 0 0 0 0 0 0 0Y 214 8 4 0 0 0 202 0 0 0 0 0 1299 74 37 0 0 0 0 0 0 0 828 288 144 0 0 0 167 0 0 0-0 0 0 0 0 1077 0 0 0 0 0 0 794 0 278 0 0 0 479 0 0 0 0 167 0 0 686 0 0 W- VjJ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 153 0 30 0 0 0 74 0 0 0 0 0 123 0 0 moo 0 0 0 506 0 398 0 0 0 305 0 0 0 0 0 0 0 0 0 0 135 0 51 0_ 472 0 0 0 135 0 51 0 4,4 0 0 0 867 0 52 0 377 0 0 0 553 0 86 0 0 0 0 74 0 W- W C - F F 0 0 297 0 0 43 0 0 1345 0 0 00 6 c) AED excursion 59 20 Envelope loss/gam 4372 2395 3973 1875 12 a) Infiltration b) Room ventilation 752 0 217 0 734 0 212 0 13 Internal gains. Occupants @ 230 Appliances/other 0 0 1200 4 920 0 Subtotal (lines 6 to 13) 5123 3812 4707 3006 14 Less external load Less transfer Redistribution Subtotal Duct loads 100/0 100/0 0 0 0 5123 512 0 0 0 3812 381 109/0 1 100% 0 0 0 4707 471 0 0 0 3006 301 r Total room bad Au required (cfm) 5636 258 4193 215 5178 237 3307 170 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2017-Jun-08 15,48.52 Right -Suite® Universal 2017 17 0 16 RSU24009 Page 5 es\Lot 11 4Wy ndham Preserve 1 986T ribecaGR N Sales rup Calc = MJ8 House faces N DEL --AIR Right-JO Worksheet No..01 COMMMIA Main DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 Job: LOT 114 WYNDHAM PRESE... Date: 05.23.17 By: BENTLEY 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area POWDER 4.0 ft 9.3 ft heat/cool 4.0 x 8.5 ft 34.0 ft2 MASTER WIC 16.0 ft 9.0 ft heat/cool 5.0 x 11.0 ft 55.0 f12 Ty Construction number U-value BtutVtt2-°F) Or HTM Btuh/ft2) Area (ft2) or perimeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1 1 4/ 128-Osw-- 2A-2ov 2A;2ov 12F-0sw 10C-v 13A-2ocs 2A-2ov 11_10 13A-3ocs 12B-0sw 2A-2ov 2A-2ov_ 13A-2ocs 2A-2ov 2A-2ov 13A-3ocs 12B-Osw 2A-2ov 2A-2ov 13A=2ocs 2A-2omd 2A-2ov, R 12B-0sw 2A-2ov 2A-2ov 13A'-2oEs - - _ 13A-3ocs 16B.30ad_ 2OP_13c 22Acpl 0.097 0.290 0.290 0.065 0.290 0.201 0.290 0_600 W n n n_ n n n- n n e- a a- a a a e: s s s s_ s s_ w w w w w 3.10 9.28 T 9.28 0.00 0.00 6.43 9.28 1.9.20 0.00 3.10 9.28 s-,9.28 6.43 9.28 9.28 0.00 310 928 9.28 6.43 16.64 9.289.28 3.10 928 928 6.43 0.00 1.02 218 31.65 2.63 11.93 11.93 0.00 000 4.10 11.93 17.70 0.00 Z63 34.05 35.20 4.10 35.97 35.97 0.00 2.63 11.93 12.00 4.10 16.07 13.25 2.63 34.05 35.20 4.10 0.00 1.70 0.88 0.00 0 0 0 0 0 0 0-0 0 0 0 0 0-0-0 0 0 0 0 0 0 0 0 0 0 G t -G y/ t _G 0 0 37 4 0 0 0_ 33 0 0 0 0 214 37 0 0 0 0 136 48 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I-Gp 0 0 0 0 0 O W - 0.167 0.097 0.290 0.290 0.201 0.290 0.290 0.167 0.097 0.290 0.290 0.201 0.520 0.290-s- 0.097 0.290 0.290 0.201 0 167 0.032 0.068 0.989 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0-0-0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0:Z 45 0 0 0 0 0 O 140 0 0 0 0 0 0W- v I--G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 45 0 0 118 0 0 0 0 0 260 0 0 I 0 0 0 0 0 0 0 0 0 b 0 0 0 0 0 99 0 0 0 0 0 307 0 0 0 W LAC 0 0 0 0 0 0 0 0 0 0 0 0 0 99 0 0 W_ W_ C .... F F 0 0 34 0 34 0 0 34 0 0 0 35 0 127 0 0 58 0 0 0, 55 40 0 0 55 40 0 0 93 35 V..-... 0 0 56 87 0400r0 6 c) AED excursion 8 19 Envelope loss/gain 412 233 590 48B 12 a) Infiltration b) Room ventilation 69 0 20 0 26B 0 77 0 13 Internal gains: Occupants (_a 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 481 253 858 565 14 151 Less external load Less transfer Redistribution Subtotal Duct bads 101% 101% 0 0 0 481 48 0 0 0 253 25 21% 34% 0 0 0 858 183 0 0 0 565 194 Total room load Air required (cfm) 529 1 24 278 14 1041 48 759 39 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2017-Jun-08 1wirigifltsoft' 52 Right -Suite® Universal 2017 17 0 16 RSU24009 . Pageae 6 es\Lot114WyndharnPreserve1986TnbecaGRNSales rup Calc = MJ8 House faces N g DEL --AIR Right-J® Worksheet Main DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 Job: LOT 114 WYNDHAM PRESE... Date: 05.23.17 By: BENTLEY 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area MASTER W.C. 3.5 ft 9 0 ft heat/cool 3.5 x 5.5 ft 19.3 ftz MASTER BATH 5.5 ft 9.0 ft heat/cool 1.0 x 79.8 ft 79 8 ftz Ty Construction number U-value BtutVftz°F) Or HTM BtuhWftz) Area (ft or perimeter (ft) Load Btuh) Area (ft or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 12B-Osw 2A-2ov 2A-2ov 12F-Osw 1OC-v 13A-2ocs 2A-2ov FIJO _ _ 13A-3ocs 12B-Osw 2A-2ov 2A-2ov,_ 13A-2ocs 2A-2ov 2A-2ov 13A-3ocs- 12B-0sw 2A-2ov 2A-2ov 13A-26M- 2A-2omd 2A-2ov 12B-0sw 2A-2ov 2A-2ov 13A-3ocs 16B, 30ad 2OP-13c 22A=cpl_,.. - 0.097 0.290 0.290 0.065 0.290 0.201 0.290 Q600 0.167 r 0.097 0.290 0.290 0.201 0.290 0.290 0.167 0 097 0.290 0 290 0.201 0.520 0.290 0 097 0 290 0 290 0.201 0167 0.032 0.068 0.989 n n n_ n n_ n n n n e' a e_ a a a s s s s v s s_ w w w w- w 3.10 9.28 9.28 0.00 0.00 6.43 9.28 19,20 0.00 3.10--2.63 9.28 9.28 6.43 9.28 9.28 0.00 3.10 9.28 9.28 6.43 16.64 9.28 3.10 9.28 9.28 6.43 0.00 1.02 2.18 31.65 2.63 11.93 11. 93 0.00 0.00 4.10 11.93 1770 0. 00 34. 05 35. 20 4. 10 35. 97 35. 97 0. 00 2. 63 11. 93 12. 00 4. 10 16. 07 13. 25 2. 63 34. 05 35. 20 4. 10 0. 00 1. 70 0. 88 0. 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L- G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W - 0 0 0 00 0 0- 0 0 0 0 0 0 r0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W w 0 32 4 0 0 28 4 0 0 85 37 0 0 72 48 0 0 50 0 00 0 50 0 0 154 0 0 130 0 0 W- 0 0 0 0 0 0 0- 0 0- 0 0 0 0 0 0 0,_ O 0 0 0 0 0 0 0 O 0 0 0 IL: G 0 0 0--- 0 0 0 0 w._,, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 AZ--. 13A-2ocs W_ C____ F F.._... 0 0 19 19 0 0 0 0 33 17 0 0 0 80 41 0 0 80 0 0 135 36 0 0 19 19 0 0 0 82 2042 41 0 89 0 0 0 O 6 c) AED excursion 6 11 Envelope loss/gain 184 164 324 291 12 a) Infiltration b) Room ventilation 59 0 17 0 92 0 26 0 13 Internal gams: Occupants @ 230 Appliances/ other 0 0 0 0 0 0 Subtotal ( lines 6 to 13) 243 180 416 317 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 1 21 % 34%1 0 0 0 243 52 0 0 0 180 62 21 % 34 % 0 0 0 416 89 0 0 0 317 109 Total room load A" required (cfm) 294 13 242 12 1 505 23 426 22 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2017-Jun-08 15.48.52 Right - Suite® Universal 2017 17.0 16 RSU24009 Page 7 es\ Lot114WyndhamPreserve 1986TribecaGRNSales. rup Calc = MJ8 House faces N DEL --AIR Right-JO Worksheet N off ° Main DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-831-2665 Job: LOT 114 WYNDHAM PRESE... Date: 05.23.17 By: BENTLEY 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area MASTER SUITE 26 5 ft 9.0 ft heat/cool 1 0 x 183.0 ft 183.0 ftz LOFT 11.0 ft 9.0 ft heat/cool 14.0 x 11.0 ft 154.0 f12 Ty Construction number U-value Btuh/fV*F) Or HTM Btuh/f12) Area ylt or perimeter (ft) Load Btuh) Area (ftz) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1 1 V)J"- L---GG 121310sw 2A-20v 2A-2o _ 12F-Osw 1 OC-v 13A-2ocs 2A-2ov 11J0 t3A-3ocs 12B-Osw - 2A-2ov 2A-2ov 13A-2ocs 2A-2ov 2A-2ov 13A-3ocs_,,,:T_ 12B-0sw 2A-2ov 2A-2ov 13A-2ocs- 2A-2omd 2A-2ov 12B-0sw 2A-2ov 2A-2ov 13A-2ocs 13A-3ocs 16B-30ad 2OP-13c 22A cpl `- 0.097 0.290 0;290 n- n n_ 3 10 928 9_28 0.00 0.00 6.43 9.28 19.20 0.00 3 10 9.28 9.28 643 9.28 928 0.00 3.10 9.28 9.28 6 43 16.64 9.28 3.10 9.28 9.28 6.43 0.00 1.02 2.18 31.65 263 11.93 11.93 0.00 0.000 4.10 11.93 17`70 0.00 263 34.05 35.20 4.10 35.97 35.97 0.00 2.63 11.93 12.00 4.10 16.07 13.25_0,-,-_O 2.63 34.05 35.20 4.10„ 0.00 1.70 0.86 0.00 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 G 0 065 0 290 0.201 0.290 0_fO 0.167 0.097 0.290 0.290 0.201 0.290 0.290 0.167- 0.097 0.290 0.290 0.201 0.520 0.290 0.097 0.290 0.290 0.201 0.167 0.032 0.068 0.989 n n_ n n n n e- a e , e a a e- s s s s' s s-, w w w w, w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0-0 0 0 0 0 W 0 104 0 0 104 0 0 0 321 0 0 0 272 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W- 0-0 135 0 30 0 0 0 0 0 105 0 28 0 0 0 326 0 278 Y 0 0 0 276 0 360 D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 221 0 528 0 0 O 0 0 O 0 0 0 261 0 139 j 0 0 0 0 0 0 0 0,,,,,,_,_ 0 0 0 99 0 15 84 0 0t--C W W C. F_ F 0 0 183 0 v, 0 0 0 0 0 187 0 0 0 0 310 0 0 0 154 0 0 0 154 0 0 0. 158 0 0 0 183 261 0 0 0 0 0-0 0 0 6 c) AED excursion 52 238 Envelope loss/gain 1113 1166 558 1248 12 a) Infiltration b) Room ventilation 443 0 128 0 184 0 53 0 13 Internal gains: Occupants @ 230 Appliances/other 1 230 600 0 0 0 Subtotal (lines 6 to 13) 11556 2124 742 1301 14 Less external load Less transfer Redistribution Subtotal Duct loads 21 % 34 % 0 0 0 1556 331 0 0 0 2124 728 21 % 34 % 0 0 0 742 158 0 0 0 1301 446 r Total room load Air required (cfm) 1887 86 2851 146 900 1 41 1747 90 Calculations approved bYACCA to meet all requirements of Manual J 8th Ed. wrigF>tt5o Ft` 2017-Jun-08 1 Right -Suite® Universal 2017 17 0.16 RSU24009 Pageae 8 es\Lo1114WyndhamPreservel986TnbecaGRNSales rup Calc = MJ8 House faces N 9 1 DEL -AIR Right-M Worksheet HENFIM - = CONW11110111141 Main DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone. 407-831-2665 Job: LOT 114 WYNDHAM PRESS.. Date: 05.23.17 By: BENTLEY 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area BATH 2 SINK 6.0 ft 90 fl heat/cool 6.0 x 6.0 ft 36.0 t12 BATH 2 6.0 ft 9.0 ft heat/cool 6.0 x 6.0 ft 36.0 fie Ty Construction number U-value Btuh/ft2-°F) Or HTM BtulVftz) Area (ft or perimeter (ft) Load Btuh) Area (tl or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 G 12B-Osw 2A-2ov 2A-,2oy 1 10C-v 13A•2ocs 2A-2ov 11J0 1-3A-3ocs_ r_ r 12B-Osw 2A-2ov 2A-2ov_ , 13A-2ocs 2A-2ov 2A-2ov 13A-3ocs 12B-Osw 2A-2ov 2A•2ov 13A-2ocs 2A-2omd 2A-2ov„s,,,,_ 12B-Osw 2A-2ov 2A-2ov 13A-2ocs 13A-3ocs J6B.30ad 20P-13c 22A cpl - - - 0.097 0.290 0.290 2F-Osw 0.065 0.290 0.201 0.290 0.600 0.167 0.097 0.290 0.290 0.201 0.290 0 290 0.167 0.097 0 290 0.290 0.201 0.520 0.290 0.097 0.290 0.290 0.201 0.167 0.032 0.068 0.989 n n n n n n n n_ n we' a e_ a a a e_ s s s_ s s s- w w w w-- w 3.10 9.28 9.28 0.00 0.00 6.43- 9.28 19.20 0.00 3.10 9.28 9.28 6.43 9.28 9.28 0.00 310 9.28 9.28 r " 6.43 16.64 9.28 3.10 9.28 9.28 0.00 1.02 2.18 31.65 263 11.93 11.93 0 00 0.00 4.10 11.93 17.70 0.00 2.63 34.05 35.20 4.10 35.97 35.97 0.00 2.63 11.93 1200 4.10 16.07 13.25 2.63 3405 35.20 4.,10 0.00 1.70 0 88 0.00 r"-'" 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0G y/ t-G 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W W 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 O 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W VN 0 0 0 0 r...- 0 0 00 0O 0 0 0 0 0 0 54 0 0 0 0 0 000 0 0 0 0 0 0 0 0 0 0 0 0 0I G 1N 0 0 0 168 0 0 0-0-0 0 0_ 142 0 0 0 0 54 4 0 0 0 0 0 0 155 37 0 0 0 0I-( 54 0 0 50 0 0 131 136 0 W,,, ,,, W C, F _ F - O 0 36 0 0 0 0 36 0 0-0 0 0 r' 37 0 0 0 61 0 0- 0 0 36-36 0 0 0 00 0 0 37, 0 0 0 61 0 0a0 6 c) AED excursion 8 64 Envelope loss/gain 204 195 229 393 12 a) Infiltration b) Room ventilation 100 0 29 0 100 0 29 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 305 224 330 422 14 Less external load Less transfer Redistribution Subtotal Duct loads 121 % 34 % 0 0 0 305 65 0 0 0 224 77 21 % 34 % 0 0 0 330 70 0 0 0 422 145 r Total room load Air required (cfm) 370 17 301 15 400 18 566 29 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Right -Suite® Universal 2017 17 0 16 RSU24009 2017-Jun-08 15:48.52 Z`+ Page 9 es\Lot 11 4W y ndham Preserve 1 986T ribecaGR N Sales rup Calc = MJ8 House faces N 1 DEL -AIR Right-JO Worksheet r¢UM - M mimmor m Main DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 Job: LOT 114 WYNDHAM PRESE... Date: 05.23.17 By: BENTLEY 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area BDRM 3 37.5 if 9.0 ft heat/cool 12.5 x 12 5 it 156.3 ftz BED 2 12.5 ft 90 ft heat/cool 11.5 x 125 ft 143 8 f12 Ty Construction number U-value Btubditz-°F) Or HTM Btuh/ft2) Area (ftq or perimeter (ft) Load Btuh) Area (ftq or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 V)/ 12B-Osw 2A-2ov 2A-2ov 12F-Osw 1OC-v 13A-2ocs 2A-2ov 1140 OA97 0.290 0.290 0.065 0.290 0.201 0.290 0.600 rn n n n n n n 3.10 9.28 9.28 0.00 0.00 6.43 9.28 19_20 0.00 3.10 9.28 9.28 6.43 9.28 9.28 0.00 3.10 928 928 6.43 16.64 9.28 310 9.28 9.28 6,43 000 1.02 218 31.65 2.63 11.93 11.93 0.00 0.00 4.10 11.93 T 17.70 0.00 263 34.05 35.20 4.10 35.97 35.97 0.000 2.63 11.93 12.00 4.10 16.07 1125 2.63 34.05 35.20 4.10 0.00 1.70 0.88 0.00 113 0 15 98 0 0 0 0 0 0 0 303 0 139 0 0 256 0 179 0 00 0 0- 0 0 0 0 0 0 Q 0 0 0 0 0 0 0 00 VjJ L--" 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0-0 0 0 0 0 0-0 b 0 W - 13A-3ocs 12B-Osw 2A-2ov 2A-2ov- 13A-2ocs 2A-2ov 2A-2ov 13A,-3ocs 12B-Osw 2A-2ov 2A-2ov 13A-2ocs 2A-2omd 2A-2ov___ __ 12B-Osw 2A-2ov 2A-2ov 13A-2ocs- 13A-3ocs J6Br30ad 2OP- 13c 22A; cpl-- 0. 167 0. 097 0. 290 0. 290 0. 201 0. 290 0. 290 0, 167 0. 097 0. 290 0. 290 W 0.201 0. 520 0. 290 0. 097 0. 290 0. 290 0. 201 0. 167 0. 032 0.06E 0.989 n_ n_ e a e_ a a a e- s s s. s s s_ w w w w- w 0 113 0 0 113 0 0 0 349 0 0 296" 0 0 113 0 15 0 0 0 0 98 0 0 303 0 139 0 0 0 0 256 0 x528 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W! VjJ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- 0 3490 0 0 0 0 296 0 0 0 0 0 0 0 0 113 0 0 0 113 0 0 0 0 0 0 0 00 0 0 0 W , W C_._ F F= 0 0 156 0 0 0 156 0 0 0 160 0 0- 0 0 265 0 0 1, 44 0 0 0 144 0 0 0 0 147 0 0 0 0 244 0 0 0 00006c) AED excursion 48 36 Envelope loss/ gain 1300 1244 589 1064 12 a) Infiltration b) Room ventilation 627 0 181 0 209 0 60 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal ( limes 6 to 13) 1927 1425 798 1125 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 1 21% 34%1 0 0 0 1927 410 0 0 0 1425 488 21% 1 349/6 0 0 0 798 170 0 0 0 1125 395 Total room load Air required ( cfm) 2338 107 1913 98 1 968 44 1510 78 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 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Date: 05.23.17 By: BENTLEY 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area LAUNDRY 14.5 it 9.0 it heat/cool 6.0 x 8.5 it 51.0 ft2 STAIRS 12.0 it 9.0 ft heat/cool 1.0 x 203.5 ft 2035 ft2 Ty Construction number U-value BtuWft2-OF) Or HTM BtUWft2) Area (f12) or perimeter (ft) Load Btuh) Area (ft2) or perimeter (ft) Load Btuh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 12B-Osw-- 2A-2ov 2A;2o _ 12F-Osw 10C-v s13A=2oc 2A-2ov 11J0 13A-3ocs 2A-2ov 2A-2ov 13A-2ocs 2A-2ov 2A-2ov 13A=3ocs 12B-0sw 2A-2ov 2A-2ov 13A-2ocs 2A-2omd 2A-2ov 126-0sw 2A-2ov 2A-2ov 13A-2ocs 13A-3ocs 16B-30ad "` 2OP-13c 22A=cpl 0.097 0.290 0.290 0.065 0.290 201 0.290 0.600 0.167 0.097 0.290 0.290 0.201 0.290 0.290 0.167 0.097 0.290 0 290 0.201 0.520 0.290-s- 0.097 0.290 0.290 0.201 0 167 0.032 0.068 0.989 n' n n_ n n n n n n_ e a e. a a a e: s s s s' ' s w w w w_ w 3.10 9.28 9.28 0.00 0.00 6.43 9.28 19.20 0.00 3,10 9.28 r, 9.28 6.43 9.28 9.28 0.00 3.10 9.28 9.28 6.43 16.64 9.28 310 9.28 9.28 6.43 0.00 1.02 2.18 31.65 263 11.93 11.93 0.00 0.00 4.10 11.93 17.-70 0.00 263 34.05 35.20 4.10 35.97 35.97 0.00 2 63 11.93 12.00 4.10 16.07 73.25 263 3405 35.20 4.10 000 T7.70 088 0.00 54 0 0 0 0 54 0 O 0 0 168 0 0 142 0 0 95 12 0 83 0 0 256 111 0 217 143 0 t G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W - V612B-0sw 0 77 4 0 0 73 0 0-0-0 0 225 37 0 191 136 0 14 0 0 0 0 0 0 14 0 0 0 0 00 0 0W- 42 0 0 0 0 35 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W- 0 0 0 0 0 0 0 o 0 0 0 0 0 0 o 0 0 0 0 0 0_-.-._,__ 0 0 0 0 0 0 0 0 0 0 0 0 A 0 0 0 0 0 0 0 0-0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 W W C F F_--- 0 0 51 0 0 0 51 0 0 0 0 0 86 0 0 0 204 0 0-0-0 0 204 0 0 208 0 0 345 0 52 0 0 0--0-0 0 0 O 0 6 c) AED excursion 25 26 Envelope loss/gain 482 530 618 715 12 a) Infiltration b) Room ventilation 242 0 70 0 201 0 58 0 13 Internal gains: Occupants @b 230 Appliances/other 0 0 600 0 0 0 Subtotal (lines 6 to 13) 724 1200 818 773 14 15 Less external load Less transfer Redistribution Subtotal Duct loads 21% 34%l 0 0 0 724 154 0 0 0 1200 411 21%1 340/6 0 0 0 818 174 0 0 0 773 265 Total room load Air required (cfm) 879 40 1611 83 1 993 45 1037 53 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. IC A wrigFt tsotFt' 52 Right -Suite® Universal 2017 17.0 16 RSU24009 2017-Jun-08 1P ge.11 es\Lot114WyndhamPreserve 1986TribecaGRNSales nip Calc = MJ8 House faces N Duct System Summary Job: LOT 114 WYNDHAM PRE... DEL -AIR Date: 05.23.17 BEQ -AM CCIWMC iac (Rest of House) By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL32771 Phone 407-831-2665 For: PARK SQUARE HOMES 1986 TRIBECA External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0 in H2O 0.06 in H2O 0.1 in H2O 0.030 / -0.030 in H2O 0 in/100ft 600 cfm Cooling 0 in H2O 0.06 in H2O 0.1 in H2O 0.030 / -0.030 in H2O 0 in/ 100ft 600 cfm 0 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk SALES OFFICE C 7637 600 600 0 0 Ox 0 VIFx 0 0 Name Grille Size (in) Htg cfm) Clg cfm) TEL it) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb1 Ox 0 600 600 0 0 0 0 Ox 0 VIFx U c + wri htsoft` 2017-Jun-08 15 48 54 9 Right -Suite® Universal 2017 17 0 16 RSU24009 Page 1 C01 . es\Lot114Wyndham Preserve1986TribecaGRNSales rup Calc = MJ8 House faces N DEL-AIR Duct System Summary Job: LOT 114 WYNDHAM PRE... y Date: 05.23.17 NUMG • am C010(r UMC Main By: BENTLEY DEL AIR HEATING & AIR CONDITIONING 531 CODISCO WAY, SANFORD, FL 32771 Phone 407-831-2665 For: PARK SQUARE HOMES 1986 TRIBECA External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.37 in H2O 0.06 in H2O 0.31 in H2O 0.155 / 0.155 in H2O 0.229 in/100ft 1160 cfm 135 ft Cooling 0.37 in H2O 0.06 in H2O 0.31 in H2O 0.155 / 0.155 in H2O 0.229 in/100ft 1160 cfm Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BATH 2 c 566 18 29 0.296 4.0 Ox0 VIFx 19.6 85.0 st2 BATH 2 SINK h 370 17 15 0.302 4.0 Ox 0 VIFx 17.7 85.0 st2 BDRM 3 h 2338 107 98 0.294 6.0 Ox 0 VIFx 20.3 85.0 st2 BED 2 c 1510 44 78 0.315 6.0 Ox 0 VIFx 13.5 85.0 st2 DINING h 3410 156 95 0.250 7.0 Ox 0 VIFx 28.8 95.0 st1 GATHERING h 5178 237 170 0.268 8.0 Ox 0 VIFx 20.8 95.0 st1 KITCHEN h 5636 258 215 0.271 9.0 Ox 0 VIFx 19.2 95.0 st1 LAUNDRY c 1611 40 83 0.308 5.0 Ox 0 VIFx 15.8 85.0 st2 LOFT c 1747 41 90 0.307 6.0 Ox 0 VIFx 16.0 85.0 st2 MASTER BATH h 505 23 22 0.244 5.0 Ox 0 VIFx 27.1 100.0 st3 MASTER SUITE c 2851 86 146 0.246 7.0 Ox 0 VIFx 26.1 100.0 st3 MASTER W C h 294 13 12 0.238 4.0 Ox 0 VIFx 30.2 100.0 st3 MASTER WIC h 1041 48 39 0.229 4.0 Ox0 VIFx 35.3 100.0 st3 POWDER h 529 24 14 0.271 4.0 Ox 0 VIFx 19.4 95.0 st1 STAIRS c 1037 45 53 0.327 5.0 Ox 0 VIFx 9.8 85.0 st2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk sti Peak AVF 676 494 0.250 632 14.0 0 x 0 VinlFlx st3 Peak AVF 171 220 0.229 497 9.0 0 x 0 VinlFlx st2 st2 Peak AVF 484 666 0.229 623 14.0 0 x 0 VinlFlx C I'I htsoft` 2017-Jun-08 15 48 54 W g Right -Suite® Universal 2017 17.0.16 RSU24009 Page 2 ACCK es\Lot114Wyndharn Preserve 1986TribecaGRNSales rup Calc = MJ8 House faces N Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Matl Trunk rb2 Ox 0 1160 1160 0 0 0 0 Ox 0 VIFx c 2017-Jun-08 15 48 54 wri htsoft• ti 9 Right -Suite® Universal 2017 17 0 16 RSU24009 Page 3 _ es\Lot11-4WyndhamPreserve1986TribecaGRNSales rup Calc = MJ8 House faces N FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 2629 Flicker Cove Permit Number: FL MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 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 Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, 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 of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by 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, 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; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage. Windows, 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. O R402.4.4 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 E 283 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. 0 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. R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 6/8/2017 3:24 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105'F (41 °C) or below 55°F (13°C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140OF (38°C to 60°C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. O R403.4.4.2 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 met the criteria Section R403.4.4.2.1. R403.4.4.2.1 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. R403.5 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. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 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 which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 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 403.6, 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. 6/8/2017 3:24 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection 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 temperature 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: Attached single- and multi -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. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. 0 R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 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 R403.6.1. 0 R403.6.1.3 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. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt 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 55°F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space 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 gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 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. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed 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: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19 Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 6/8/2017 3:24 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot114WyndhamPreserve 1986TribecaGRNSales Builder Name: PARK SQUARE HOMES Street: 2629 Flicker Cove Permit Office: City, State, Zip: FL, Permit Number: Owner: Jurisdiction: 691000 Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air - permeable insulation shall not be used as a sealing material. Ceiling/ attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim oistS Rim joists are insulated and include an air barrier. Floors ( including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow 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 spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. 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 behind piping and wiring. Shower/ tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/ phone box on The air barrier shall be installed behind electrical or communication 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. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/ 8/2017 3:24 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 RESIDENTIAL ENERGY CONSERVATION CODE DOCUMENTATION CHECKLIST Florida Department of Business and Professional Regulation Simulated Performance Alternative (Performance) Method Applications for compliance with the 2014 Florida Building Code, Energy Conservation via the residential Simulated Performance method shall include This checklist A Form R405 report that documents that the Proposed Design complies with Section R405.3 of the Florida Energy Code. This form shall include a summary page indicating home address, a -ratio and the pass or fail status along with summary areas and types of components, whether the home was simulated as a worst -case orientation, name and version of the compliance software tool, name of individual completing the compliance report (1 page) and an input summary checklist that can be used for field verification (usually 4 pages/may be greater). Energy Performance Level (EPL) Display Card (one page) Mandatory Requirements(three pages) Required prior to CO for the Performance Method: Air Barrier and Insulation Inspection Component Criteria checklist (Table R402.4.1.1 - one page) A completed Envelope Leakage Test Report(usually one page) If Form R405 duct leakage type indicates anything other than "default leakage" then a completed Form R405 Duct Leakage Test Report (usually one page) EnergyGauge®- USRCSB v5.1 6/8/2017 3:22:38 PM Page 1 of 1 Gathering Room oI- COVEfI'd Lanai font iir rr ac Dffwg Room ac lir 1 dNO r 12r 1 dA I I r i I 12.121vtE I' 9' Tw Krtcnen zz N J O kedi I I I • m N} LL WcFo o y fD dA xW20 OffKe 2 ON 0 b OVd w MnSUBISHI MINISPLIT MUZ-GL15NA-UI MSZGLI5NA-U1 r lTf nG iii, MI r Lobby 3 Must have a minimum clearance of 4 inches around the au handler per the State Energy code AN duct has an r=6Insulation value 3" bath duct NOTE TO BUILDER MUST PROVIDE UNRESTRICTED 1 INCH UNDERCUT BELOW DOORS TO HABIlABLE ROOMS to roof Cap Trinekr dud arai died Inp VM— w/fan v,fth dr iWerNiIBud6ngCodiJA1a02.K NutO(1 y96EXCEPTIONS1-3 J1. ID roof pP HZ221K v d7er ved W. O ARD14TZ vO ARD14TZ 30TONMICWQ2p IPH OCPRDIO p1elMmtry Eld A0.•i trip IBi lO pkn DATS CTTJSA 1000 ici4 71r•1 tf OTH6320U1000D1I2r1Ari0 u FS L NB a g I n r, 6p wit v in R r nc Bii xWas a b N m 2O r CLW ':• N ti W W r - e. 1 m j C1 DI IO D L .r COCI O w O7 i•2 3 2 I10 LLJ c L w O w WRc* a w QU n r— J Y Q W ( 'IT f— A z Q rn to W a-t— oCo Rating zo N is m w •• > O zJ z Ill 3: Q F m 5 J O 5< F Q ix ma- Jtnmm RECORD COPY T 'U IYL 16 Fe, 4 Lomv5 L.. W - pkvv RECORD COPY PL 0 T PLAN ' NOT A FIELD SURVEY" LOT 114, WYNDHAM PRESERVE, ACCORDINC TO THE PLAT THEREOF, C 1Y° AS RECORDED IN PLAT BOOK PACES ____ OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA HOMES T111S PLOT PLAN IS BASED ON AN UNRECORDED PLAT PROVIDED BY TI1E CLIENT AND WE ARE NOT RESPONSIBLE FOR ANY ERRORS THAT MAY RESULT FROM REVISIONS OR CIIANCES T11AT OCCUR AS PART OF T11E RECORDING APPROVAL PROCESS. A PORTION OF THE CENTERLINE DATA NOT S11O)VN ON PRELIMINARY PLAT P, r FLICKER CO VE 50' R/W PER PLAT N7 354p3 W C N89 '43 ' 10 "E 290. 76 ' (P) 28.73' T 262.03 0 N, EL.=27.9'PR PROPOSED CURB INLET C. L6 N lY 3'-1-0.rE 40.0 5 : S LO I O N. I n1 5 7 I o \ EL. -26.5'PR LL1 C 112 I 113 1 I can I I I I EL=27.5'PR— TEMPORARY o SALES v OFFICE COVERED gENTRY .33' m LOT 114 PROPOSED Q RESIDENCE 11986 TRIBECA m EL."B' LOT TYPE "B" F.F. EL 29 90' 12.00' ro 15 57' I L I L — — — — - SETBACK _ S69 '43 ' 1J i REMAINDER OF LOT 13 PALMER'S SUBDIVISION I PLAT BOOK 2, PACE 411 1( I 1 SETBACKS AS PER CONSTRUCTION PLANS: LAST REVISION DATED 0411512014 x FRONT- 20' or 25' REAR - 20' SIDES - 5' (40' LOT) 7.5' (60' LOT) 10' (75' LOT) CORNER - 15' (40' LOT) 25' (60'6 75'LOT) x THE 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN 2 LOTS IN SUCCESSION, LIKEWISE, NO MORE THAN 2 LOTS IN SUCCESSION WITH A 25 FRONT SETBACK. ELEVATIONS SHOWN HEREON ARE BASED ON THE NATIONAL GEODETIC VERTICAL DATUM 1929 BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF FLICKER COVE, BEARING BEING N 89.43'10' E. LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS, RIGHTS -OF -WAY, OR ADJOINERS OF RECORD. UNDERGROUND UTLITIES, FOUNDATIONS, OR OTHER STRUCTURES WERE NOT LOCATED BY THIS SURVEY. EL -27 B'PR 10' U. E. I I I I I i EL. -2B.4'PR LL1 115 I 116 LO OI 0 cr) I r P I ` ZONIN DATE I EL.- 27.5'PR — L — — — — Ok to construct Single Family home with setbacks and impervious area shown on plan. 35. 14 % 3( a Trr be ca , EI eu 8, Czat ye Z'y LOT AREA CALCULATIONS IN SQUARE FEET (S.F.) R/W AREA TOTALS LOT AREA 4,600 R/W AREA 520 5, 320 DRIVEWAY 115 D/W APRON 150 265 LEAD WALK 64 SIDEWALK 200 264 ENTRY/ PORCH 50 LANAI/ PATIO 96 A/ C PAD(S) 18 LIVING AREA 1.359 TOTAL - 1. 702 LOT SOD - 3. 098 R/W SOD - 170 3 268 IMPERVIOUS 36% ACCORDING TO THE FEDERAL EMERGENCY MANAGEMENT AGENCY FIRM MAP NO.1211700065 E 6 NO.12117CO155 E. EFFECTIVE 0912812007. THE PROPERTY DESCRIBED HEREON APPEARS TO LIE IN ZONE 'X'-UNSHADED. SCALE 1" = 30 CERTIFIED TO AND FOR THE EXCLUSIVE BENEFIT OF: PARK SQUARE ENTERPRISES. LLC A DELAWARE CORPORATION) BANK OF AMERICA WINOERWEEDLE, HAINES, WARD 6 WOODMAN. P.A. THIS IS NOT A SURVEY! THIS DRAWING IS NOT TO BE USED FOR CONSTRUCTION OR LAYOUT OF ADDITIONAL STRUCTURES. PLAT MEASUREMENTS MAY DIFFER FROM ACTUAL FIELD MEASUREMENTS. I HEREBY CERTIFY THAT THE SKETCH OF DESCRIPTION SHOWN HEREON IS IN,ACCORDANCE WITH THE STANDARDS OF PRACTICE AS SET FORTH BY THE BOARD OF PROFESSIONAL LAND SURVEYORS IN CHAPTER-5J-17, FLORIDA ADMINISTRATIVE CO E, PURSUANT TO SECTION 472. 027. FLORIDA T ROBERT D. O S N.i NO. 5031, BARRY W. PREWIT SMr NO. 5267 FLORIDA REGISTERED LAND SURVEYOR AND MAPPER. NOT VALID WITHOUT THE SIGNATURE 6 THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. A ARC LENGTH EL. ELEVATION LB - LICENSED BUSINESS PK PK NAIL S. I. R. C. - SET 5/8' IRON R00 A/ C AIR CONDITIONING ESMT EASEMENT L.E. - LANDSCAPE EASEMENT PR PROPOSED AND CAP (LB16605) CONC CONCRETE F.C.N. FOUND CONCRETE MONUMENT LS - LICENSED SURVEYOR P R.C.- POINT OF REVERSE CURVE U.E. UTILITY EASEMENT CDR C014NER FF FINISH FLOOR N.R. - NON -RADIAL P.H.N.- PERMANENT REFERENCE MONUMENT. PROPOSED DRAINAGE FI CIL CENTERLINE F.I.R. FOUND 5/8' IRON ROD N.T.S. - NOT TO SCALE P.T. POINT OF TANGENT A - DELTA/CENTRAL ANGLE L. M. CONCRETE MONUMENT F.I.R.C.- FOUND 5/8' IRON ROD O CAP P. C. - POINT OF CURVATURE R RADIUS C) - CALCULATED MEASURES O. E. DRAINAGE EASEMENT FNC FENCE P.C.C. - POINT OF COMPOUND CURVE R.P. RADIUS POINT 0) - DEED OR DESCRIPTION D. U.E.- DRAINAGE C UTILITY EASEMENT FND FOUND P.C.P. - PERMANENT CONTROL POINT R/W RIGHT OF WAY M) - FIELD MEASURED D/ W DRIVEWAY FND NGD - FOUND NAIL G DISC P. 1. - POINT OF INTERSECTION S/W SIDEWALK P) - PLAT DATE OF FIELD SURVEY PLOT PLAN 05/30/17 FRANKLIN, HART & REID CIVIL ENGINEERS — LAND SURVEYORS 1368 EAST VINE STREET, KISSIMMEE, FL 34744 PHONE 846-1216 FAX 845-0037 CERTIFICATE NO. LB 6605 PROJECT INFORMATION JOB NO.1742B6 DRAWN BY: RC REVIEWED BY:RJ/BP Filename: P SQ HOMES-TRIBECA- LOT 114.rrr r °CORD COPY Lighting and Small Appliance/Laundry Circuits Floor Area SmAppNo LaundNo Line Neutral 1986 2 1 Lighting Summary Standard 5,610 5,610 Optional 10,458 5,610 Ranges & Ovens Range I4o. 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 VILDhlvo Dryer No. No? Nameplate Line Neutral SANFORD 1 1 5000 2 0 O jOA RTM 1 7 1 Dryer Summary0 Standard 5,000 3,500 # Optional 5,000 3,500 7 ------------------------------------------------------------------------- Heating and Cooling: Actual Number = 1 Name M? Ph No Amps Volts VA HP Line Neutral I M 1 1 22.0 240 5,280 0 1 M 1 1 2.0 240 480 0 1 M 1 1 5.0 240 1,200 0 X 1 1 1 240 5200 1 5,200 0 Heat/Cool Summary Standard 12,160 0 Optional 12,160 0 Fixed Appliances: Actual Number = 4 Name M? Ph No Amps Volts VA HP Line Neutral MICRO 1 1 120 1200 1,200 1,200 DW M 1 1 120 1200 1,200 1,200 DISP M 1 1 120 960 960 960 W/H 1 1 18.5 240 4,440 0 Fixed Appliance Summary Standard 5,850 2,520 Optional 7,800 2,520 Other Appliances: Actual Number = 0 Name M? Ph No Amps Volts VA HP Line Neutral Other Appliance Summary Standard 0 0 Optional 0 0 25% of Max Motor: Line is Std Only; Neutral for Both Maximum Phase Amps Volts 1 22 240 S Heat/Cool Phase Amps Volts 1 22 240 Fixed Appl. Phase Amps Volts 0 Other Appl. Phase Amps Volts 0 Max Motor Summary Standard Only 1,320 0 SUMMARY Standard Line Neutral Total Total = 36,340 16,110 Maximum Amperage = 151 67 Service Voltage = 240 Service Phase = 1 optional Line Neutral Total Total = 30,663 16,110 Maximum Amperage = 128 67 Service Voltage = 240 Service Phase = 1 28-M RECORD COPY 1 O O c6 co N CIS C') a 7 16-0-0 12-8-0 6 V Isul A C ogN oR F 17-1714 N A 0 A D o D C900 D D 0 1 o AN 00 10-0-0 ,I TRIBECA 1986 - B / P1986B 9-4-0 19-4-0 I 0 0 I. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek RECORD COPY RE: P1986B-SM - Park Sq Hm/Tribeca-1986-B MiTek USA, Inc. Site Information: 66T9900m4 Parke East Blvd. Customer Info: PARK SQUARE HOMES Project Name: P1986B-SM Model: TRIBEG.Ra,F689610-4115 Lot/Block: 114 Subdivision: WYNDHAM PRESERVE Address: City: SANFORD State: FLORIDA Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 [All HeighII Wind Speed: 140 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 38 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 611315-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo. Sea l# Truss Name Date No. Seal# Truss Name Date 11 IT11271807 1A1 6/2/17 112 1T11271818 1 C2 6/2/17 12 I T11271808 I A2 16/2/17 113 I T11271819 I C3 16/2/17 13 I T11271809 I A3 16/2/17 114 I T11271820 I CJ 1 16/2/17 14 I T11271810 I A4 16/2/17 15_JT11271821 LQ43 I CJ5 6/2/1L__] 16/2/1715IT11271811IA516/2/17 116 I T11271822 16 I T11271812 I A6 16/2/17 117 I T11271823 I D 1 16/2/17 17 I T11271813 B1 16/2/17 118 I T11271824 I D2 16/2/17 18 I T11271814 I B2 16/2/17 119 I T11271825 I D3 16/2/17 I 19 I T11271815 I B2G 16/2/17 120 I T11271826 I F1 16/2/17 I 110 IT11271816 1133 16/2/17 121 —LF 122 1271827 I T11271828 I F 1 A I 6/2/171 16/2/17IllIT11271817IC116/2/17 I F1 B BUILD/,y SANFpRO o pgRTME 1 7 - 1714 This item has been electronically signed and sealed by Lee, Julius, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Mid -Florida Lumber Acquisitions, Inc.. Truss Design Engineer's Name: Lee, Julius My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2 JI.IUS LFF ii E N S+ • No 34869 I= STATE OF .:4/ CORtOP'N-` i,`rS10N A G . Julius Lee PE No.34869 MiTek USA, Inc. FL Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 2,2017 Lee, Julius 1 of 2 RE: P1986B-SM - Park Sq HmlTribeca-1986-B Site Information: Customer Info: PARK SQUARE HOMES Project Name: P1986B-SM Model: TRIBECA - 1986 Lot/Block: 114 Subdivision: WYNDHAM PRESERVE Address: City: SANFORD State: FLORIDA INo. JSeaI# Truss Name Date 23 IT11271829 1 F1C 6/2/17 124 IT11271830 I F2 16/2/17 125 1T11271831 I F3 16/2/17 126 IT11271832 I F3A 16/2/17 127 IT11271833 I F5 16/2/17 128 IT11271834 I F6 16/2/17 129 1T11271835 I F6A 16/2/17 I30 IT11271836 I FT1 16/2/17 131 1T11271837 I FT2 16/2/17 132 1T11271838 I FT3 16/2/17 133 1T11271839 I FT4 16/2/17 134 1T11271840 I J5 16/2/17 135 IT11271841 I J7 16/2/17 136 1T11271842 I KJ5 16/2/17 137 IT11271843 I KJ7 16/2/17 138 IT11271844 I MG1 16/2/17 I 2 of 2 Job Truss Truss Type Park Sq Hm/Tnbeca-19B&BT71271807P19WB-SM T71AtCOMMON 1 Job Reference io I Mid-Flonda Lumber, Bartow, FL 7 640 s Apr 19 2016 MITek Industries, Inc Fn Jun 02 14 43 26 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-VJnc2lutDDJPUDOWp99wvVb2rO1G208k2NhJVzzAlul c00 7-3-11 14-4-0 21.4-5 28-8-0 1PL& 1-0-0 7311 7-0-5 7-0-5 7-3-11 1-0-0 7 4x4 = 4x4 = 6 00 12 3x4 = 4x4 = 3x4 = 9-8-13 9-2-5 9-8-13 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1.25 TC 062 TCDL 100 Lumber DOL 1.25 BC 083 BCLL 00 ' Rep Stress Incr YES WB 0 25 BCDL 100 Code FBC20141TP12007 Matrix-M) Scale =1511 4x4 = DEFL. in (loc) Udefl Ud PLATES GRIP Vert(LL) -031 8-10 >999 240 MT20 244/190 Vert( TL) -0.56 8-10 >610 180 Horz( TL) 008 6 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No 2 BOT CHORD WEBS 2x4 SP No 3 REACTIONS. ( lb/size) 2=1207/0-4-0, 6=1207/0-4-0 Max Horz 2=155(LC 6) Max Upidt2=315(LC 8), 6=315(LC 8) FORCES. ( lb) - Max Comp /Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=1930/486, 3-4=1696/482, 4-5=1696/482, 5-6=-1930/486 BOT CHORD 2-10=335/1704, 10-17=127/1109, 9-17=127/1109, 9-18=127/1109, 8-18=127/1109, 6- 8=335/1651 WEBS 4-8=153/697,-8=-414/223, 4-10=-153/697, 3-10=414/223 Weight 131 Ib FT = 20% Structural wood sheathing directly applied or 3-3-5 oc puriins. Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10, Vutt=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=291t, eave=4ft, Cat II, Exp B, Encl., GCpi=O 18, MWFRS (directional), Lumber DOL=1 60 plate grip D0L=1 60 3) This truss has been designed for a 10 0 psf bottom Chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10 Opsf 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except at=lb) 2=315, 6= 315 6) " Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss la Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D WARMING • VrHo only with paramatars and READ NOTES is based AND INCLUDED Mters REFERENCE PAGE Mividual rev. building component. BEFORE USE. Design veld for use only with Mackin connectors This design is Daud only upon parameters shown, and u for an individual buotling wmponent. not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracmg indicated is to prevent buckling of individual thus web and/or chord members only Adddional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSUTP11 Ouairty Criteria, DSB49 and SCSI Building Component 69N Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type aty Ply Park Sq Hm/Tnbeca-19868 TN271608 P1986B-SM A2 HIP 2 1 rn i was-i-iono wmoer, eanow, I arµx '.yam ID 3zzrE5595gHBgKdROwR60Yzkwee-zWL_1; uV_WRG6NzjNtg9Rj8FSo6BnN8tE1RslQzAluk 1-0-0 1 s 9 4 130-0 1 15.8-0 21-10-12 28-6-0 z%6-olF1-0-0 9-4 6-2-12 2-8-0 6-2-12 6-9-4 1-0-06- Scale = 1 53 1 4x8 = 041 = 4 5 13 12 10 9 4x4 — 1.4 II 3.4 = 3x4 = 1x4 4x4 = 3x8 = s 9-4 i 13-0-0 1 1 21-10-12 i 26-6 0 ) LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 044 Vert(LL) -009 12-13 >999 240 MT20 244/190 TCDL 100 Lumber DOL 125 BC 053 Vert(TL) -0.26 12-13 >999 180 BCLL 00 ' Rep Stress Incr YES WB 058 Horz(TL) 009 7 n/a n/a BCDL 100 Code FBC2014ITP12007 Matnx-M) Weight 152 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-10-5 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1207/0-4-0, 7=1207/0-0-0 Max Horz 2=142(LC 7) Max Uplrft2=-315(LC 8), 7=-315(LC 8) FORCES. ( lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=2000/475, 3-4=1443/398, 4-5=1215/394, 5-6=1445/398, 6.7=-1999/475 BOT CHORD 2-13=330/1716, 12-13=330/1716, 11-12=-151/1214, 10-11=151/1214, 9-10=330/1715, 7- 9=330/1715 WEBS 3-13=0/260, 3-12=-584/206, 4-12=-72/370, 5-10=73/372, 6-10=-583/205, 6-9=0/258 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, h=25ft, B=45ft, L=291t, eave=oft, Cat II, Exp B, Encl , GCpi=O 18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Qt=lb) 2=315. 7= 315 7) ' Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vo-My design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MN-7477 ray. 10.03/2015 BEFORE USE. Design valid for use only with MiTek* connectors This design is based only upon parameters shown• and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB29 and BCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312. Alexandna. VA 22314 Tampa• FL 36610 Job Truss Truss Type Oty Ply Park SitHMrnbeca-1986-8 T71271809 P1986B-SM A3 HIP 2 1 Mid-Fiorlda Lumber, Bartow, FL 7 640 s Apr 19 2016 MiTek Intlusines. Inc Fn Jun 02 14 4327 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-zWL_GDuV_WRG6NzjNtg9Rj8A7o6NnSLIE 1 Rsl OzAluk 1-0-0 s9-4 11-0-0 I 17-8-0 , 22.10-12 28-8-0 29-8-0 1-0-0 Is 52-12 6-8-0 5-2-12 59-4 Scale = 1 512 4x8 = 4x4 = 4 20 21 5 6d N 9 13 12 10 9 3x4 = 1x4 II 3x4 = 3x4 = 3x8 = 1x4 II 3x4 = LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 0.72 Vert(LL) -008 12 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 0.52 Vert(TL) -025 10-12 >999 180 BCLL 00 ' Rep Stress Ina YES WB 0.31 Horz(TL) 009 7 n/a n/a BCDL 100 Code FBC20141TPI2007 Matnx-M) Weight 146 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-2-6 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 20 SP No 3 WEBS 1 Row at midpt 4-10 REACTIONS. (lb/ size) 2=1207/0-4-0, 7=1207/0-4-0 Max Horz 2=121(1-C 6) Max Uplrtt2= 315(LC 8), 7=315(LC 8) FORCES. (lb) - Max. Comp /Max Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=2036/486, 3-4=1609/428, 4-20=1384/416, 20-21=1384/416, 5-21=1384/416, 5-6= 1609/427, 6.7=2036/486 BOT CHORD 2-13=348/1756, 12-13=348/1756, 11-12=-207/1383, 10-11=-207/1383, 9-10=348/1756, 7-9= 348/1756 WEBS 3- 12=-439/162, 4-12=-43/399, 5-10 42/399, 6-10=-439/162 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3 Opsf; h=25ft, B=45ft, L=29ft; eave=4R, Cat II; Exp B; Encl , GCpi=O 18, MWFRS (directional), Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10 0 psf bottom chord live load 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 beanng plate capable of withstanding 100 lb uplift at joint(s) except (t=lb) 2=315, 7=315. 7) "Semi - rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Varfly deign paramafars and READ NOTES ON THIS AND INCLUDEDWTEK REFERENCE PAGE Atli-7477 r . 1OMW15 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual budding component, not a truss system Before use, the building designer must venty the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing always requiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and BCSI Building Component 69N Parke Fast Blvd Safety Information available: from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hmrtnbera-19e6-B r11zr1e1a Pi 9e6B-SM A4 HIP 2 1 o Reference lion I Mio-n Ma Lumoer, eanow, M r wu s npr 1 a Zuio Mi i ex meusmes, me rage i ID 3zzrE5595gHBgKdRO R6OYzkwee-RivMTZv7lgZ7jXYvxaBO_wgRaCOiWXy1ThAQZszAluj r1-0.0 M94 9-0-0 144-0 19-8-0 2310-12 28-8-0 29-8-0i 4-9 4-2-12 5-4-0 54-0 4-2-12 4-9-4 1-0-0 Scale = 1 51 2 3Z1 4x8 = 20 1x4 4x8 = 5 21 6 13 11 10 44 3x4 = 3x4 = 3x8 = 3x4 = 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Lid PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 035 Vert(LL) -0 12 10-19 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 077 Vert(TL) -0.34 10-19 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 016 Horz(TL) 009 8 n/a n/a BCDL 100 Code FBC2014/TP12007 (Matnx-M) Weight 145 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purtins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 9-3-13 oc bracing WEBS 2x4 SP No 3 REACTIONS. (lb/size) 2=1207/0-4-0, 8=1207/0-4-0 Max Horz 2=-101(LC 6) Max Uplift2=-315(LC 8), 8=-315(LC 8) FORCES (lb) - Max Comp /Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=2029/531, 3-4=1756/456, 4-20=-1779/510, 5-20=-1779/510, 5-21=-1779/510, 6-21=-1779/510, 6-7=1756/456, 7-8=-2029/531 BOT CHORD 2-13=-398/1763, 12-13=-260/1524, 11-12=-260/1524, 10-11=-260/1524, 8-10=398/1763 WEBS 3-13=283/157, 4-13=-25/347, 4-11=98/424, 5-11=-363/147, 6-11=98/424, 6-10=-25/347. 7-10=283/ 157 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10, VuR=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=29 t, eave=4ft, Cat 11, Exp B, Encl , GCpi=O 18, MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding 4) 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 (/t=lb) 2=315, 8=315 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss I 0 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Ven1y dessgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIMP11 Quality Cntena, DSB-09 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq Hn Tnbeca-1986-13 T11271811 P1986B-SM AS HIP 1 1 Job R t e (optional) Mid -Florida Lumber, Ban-, FL 7 640 s Apr 19 2016 M7ek Industries, Inc Fn Jun 02 14 43 29 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-vuTkgvwlWBh-Lh75UlidWBDSUbiVvFEsAhLwz6lzAlul 7-0.0 11-10.1 16-9-15 21-8-0 F 24-10-12 I 28-8-0 32-12 4-10-1 4-11-13 4-10-1 3-2-12 3-9-4 Scale = 1 512 5x5 = 3x4 = 1x4 11 Sx5 = 6 00 r 4 520 21 22 6 23 24 25 7 2 Md 9 411 1001a 15 14 13 26 27 12 28 29 11 21 1x4 > tx4 i 3 8 3x8 = 3x4 = 6x 10 MT18HS = 4x8 = 3x4 = 4x6 = 3x8 7-40 11-10-1 3x8 = 3x4 = 6x 10 MT18HS = 4x8 = 3x4 = 4x6 = 3x8 7-40 11-10-1 16-9-15 21-8-0 28-8-0 7-0-0 4-10-1 4-11-13 4-10.1 7-0-0 Plate Offsets (X.Y)- 14 0-2-8.D-2-41, 17 0-2-8.0-2-41. 19 0-2-10.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 0.98 Vert(LL) 0.25 12-14 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 0.92 Vert(TL) 0 62 12-14 >553 180 MT18HS 2441190 BCLL 00 ' Rep Stress Ina NO WB 0.82 Horz(TL) 0.14 9 n/a n/a BCDL 100 Code FBC2014/TPI2007 Matrix-M) Weight 169 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 'Except' TOP CHORD Structural wood sheathing directly applied. 4-7 2x4 SP No 2D BOT CHORD Rigid ceiling directly applied or 6-9-12 oc bracing BOT CHORD 2x6 SP No 1 WEBS 2x4 SP No 3 REACTIONS. (lb/size) 2=1981/0-4-0, 9=2210/0-4-0 Max Horz 2=-81(LC 6) Max Uplrft2=-556(LC 8), 9=-648(LC 8) FORCES. (lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=3960/1090, 3-4=-3768/1037, 4-20=5021/1444, 5-20=-5021/1444, 5-21=5019/1473, 21-22=5019/1473, 6-22=-5019/1473, 6-23=-5019/1473, 23-24=-5019/1473, 24-25=5019/1473, 7-25=-5019/1473, 7-8=-4287/1246, 8-9=-4477/1294 BOT CHORD 2-15=-908/3521, 14-15=-806/3318, 13-14=1301/5021, 13-26=-1301/5021, 26-27=1301/5021, 12-27=-1301/5021, 12-28=992/3779, 28-29=992/3779, 11-29=992/3779, 9-11=-1089/3980 WEBS 4-15=-15/286, 4-14=616/2161, 5-14=-419/200, 6-12=576/298, 7-12=416/1571, 7-11=-84/620 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10, VuR=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=29ft, eave=4ft, Cat II, Exp B, Encl., GCpi=O 18, MWFRS (directional), Lumber DOL=1 60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding 4) All plates are MT20 plates unless otherwise indicated 5) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 6) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (1t=lb) 2=556, 9=648 8) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 97 lb down and 106 lb up at 13-7-4, 97 lb down and 106 lb up at 15-7-4, 97 lb down and 106 lb up at 17-7-4, and 97 lb down and 106 lb up at 19-7-4, and 187 lb down and 207 lb up at 21-8-0 on top chord, and 778 lb down and 219 lb up at 12-9-8, 66 lb down at 13-7-4, 66 lb down at 15-7-4, 66 lb down at 17-7-4, 66 lb down at 19-7-4, and 66 lb down at 21-7-4, and 268 lb down and 100 lb up at 21-8-0 on bottom chord The design/selection of such connection device(s) is the responsibility of others 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard Continued on Daoe 2 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify davgn paramafers and READ NOTES ON TWS AND INCLUDED WTEK REFERENCE PAGE INII-7473 rav 10N3,2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq HrtvTnbena-1986-B T11271811 P19ti68-SM AS HIP 1 1 f tl I MO-Flonda Lumber, Barlow. FL 7 B40 s Apr 19 2015 M7ek Industries, Inc Fn Jun 02 14 43 29 2017 Page 2 ID 3zzrE5595gHBgKdROwR6OYzkwee-vuTkgvwlW8h_Lh75UlidWBDSUbiWFEsAhLwz6lzAlw LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=l 25, Plate Increase=l 25 Uniform Loads (plf) Vert 1-4=60, 4-7=-60, 7-10=60, 2-9=-20 Concentrated Loads (lb) Vert 7=-140(F) 13=-778(F) 11=-309(F=-41) 21=97(1`) 22=-97(F) 24=-97(F) 25=97(1`) 26=-41(F) 27=-41(F) 28=-41(F) 29=-41(F) Q WARNING - Vwrfy design parameters and READ NOTES ON TRS AND INCLUDED M1TEK REFERENCE PAGE M11-7473 nv. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® wnrlectors This design is based only upon parameters shown, and u for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the Lf fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-09 and BCSI Building Component 6904 Parke East Blvd Safety Information evailabk from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park ^ HMrnbecs-1986-B T11271812 P1986B-SM A6 HIP 1 1 Md-Fbrda Lumber, Ban-, FL 7 640 s Apr 19 2016 MTek Indusines, Inc Fn Jun 02 14 43 30 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-N416uExNHRprznH2?Ds3Lmee71W_IOJw?fWelzAluh 1-0.0I 77-0-0I 11-10-1 16-9-15 I 21-8-0 I 26-8-0 2117-0-0 4-10-1 4-11-13 4-10-1 7-0-0 1-0.0 Scale = 1 51 2 5x5 = 1x4 II 3.4 = 3 19 20 421 22 23 24 5 2526 27 5x5 = 12 - -- 11 -- - -- 10 -- - 9 3x8 - 1x4 II 6x10 MT18HS = 4x4 = 1x4 II 3x8 = 7-0.0 L4710.1 16-9-15 21-0-0 2fY8-0I 7-0.0 4-10.1 4-11-73 I I 4-10.1 7-0.0 I Plate Offsets (X.Y)- 12 0-8-0.0-0-101. 13:0-2-8.0-2-41, 16,0-2-8.0-2-41, 17 0-8-0.0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 096 Vert(LL) 023 10-11 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 100 Vert(TL) 059 10-11 >582 180 MT18HS 244/190 BCLL 0. 0 ' Rep Stress Ina NO WB 0 55 Horz(TL) 018 7 n/a n/a BCDL 100 Code FBC2014/TP12007 Matrix-M) Weight 136 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except* TOP CHORD Structural wood sheathing directly applied. 3-6 2x4 SP No 2D BOT CHORD Rigid ceiling directly applied or 5-7-4 oc bracing BOT CHORD 2x4 SP No 1 'Except* 2-11: 2x4 SP No 2D WEBS 2x4 SP No.3 04 REACTIONS. ( lb/ size) 2=2138/0-", 7=2138/0-4-0 Max Horz 2=81(LC 6) Max UpIA2= 652(LC 8), 7= 652(LC 8) FORCES. (lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=3955/1176, 3-19=-4544/1420, 19-20=-4544/1420, 20-21=4544/1420, 4-21=- 4544/1420, 4-22=-4544/1420, 22-23=-4544/1420, 23-24=-4544/1420, 5-24=- 4544/1420, 5-25=-4546/1421, 25-26=-4546/1421, 26-27=-4546/1421. 6-27=- 4546/1421, 6-7=3955/1176 BOT CHORD 2-12=-946/3444, 12-28=945/3426, 28-29=-945/3426, 11-29=-945/3426, 11-30= 1278/4546, 30-31=1278/4546, 31-32=1278/4546, 10-32=1278/4546, 10-33= 944/3426,33-34=-944/3426,9-34=-944/3426,7-9=945/3444 WEBS 3- 12=-25/518, 3-11=-423/1441, 4-11=-610/316, 5-10=623/310, 6-10=425/1443, 6-9= 24/517 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=25tt, B=45ft, L=29ft, eave=oft, Cat II, Exp B, Encl , GCpi=O 18, MWFRS (directional); Lumber DOL=1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) All plates are MT20 plates unless otherwise indicated 5) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (/t=lb) 2=652, 7=652. 8) "Semi - rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 9) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 187 lb down and 207 lb up at 7-0-0, 97 lb down and 106 lb up at 9-0-12, 97 lb down and 106 lb up at 11-0-12, 97 lb down and 106 lb up at 13-0-12, 97 lb down and 106 lb Printed copies of this document are up at14-4-0, 97 Ib down and 106 lb up at 15-7-4, 97 Ib down and 106 lb up at 17-7-4, and 97 lb down and 106 lb up at 19-7-4, and p 187 lb down and 207 lb up at 21-8-0 on top chord, and 268 lb down and 100 lb up at 7-0-0, 66 lb down at 7-0-12, 66 lb down at 9-0-12not considered signed and sealed and 66 Ib down at 11-0-12, 66 lb down at 13-0-12, 66 Ib down at 14-4-0, 66 lb down at 15-7-4, 66 lb down at 17-7-4, 66 lb down at the signature must be verified on 19-7- 4, and 66 lb down at 21-7-4, and 268 lb down and 100 lb up at 21-8-0 on bottom chord The design/selection of such connection any electronic copies device(s) is the responsibility of others d9dtlRM 6( 11%WE 5E(S) section, loads applied to the face of the truss are noted as front (F) or back (B) 0 WARNING - Vrily design parameters and READ NOTES ON INS AND INCLUDED hGTEK REFERENCE PAGE 11111-7473 - 10103/2015 BEFORE USE. Design valid for use only with Mi rek® connectors This design is based only upon parameters shown, and is for an individual building component. not a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, we ANSlrrPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HmrTnbeca-19MB Tt1271612 P1956B-SM A6 HIP 1 1 b Reference (ootional MKI-Flonda Lumber, Bartow, FL 7 640 5 Apr 19 2016 MTek Industnes, Inc Fn Jun 02 14 43 30 2017 Page 2 ID 3zzrE5595gHBgKdROwR6OYzkwee-N416uExNHRprznH27Ds3Lmee'11W IOJw'>fWelzAluh LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=l 25, Plate Increase=l 25 Uniform Loads (ptf) Vert: 1-3=60, 3-6=-60, 6-8=-60, 13-16=-20 Concentrated Loads (lb) Vert* 6=-140(F) 12=309(F=-41) 3=-140(F) 9=-309(F=-41) 19=-97(F) 20=-97(F) 22=97(F) 23=-97(F) 24=-97(F) 26=97(F) 27=97(F) 28=-41(F) 29=-41(F) 30=-41(F) 31=41(F) 32=41(F) 33=41(F) 34=41(F) tr De WARNING • Varlly design Paramalers and READ NOTES ON TMS based AND INCLUDED Mters REFERENCE PAGE M167Q3 rw building component. BEFORE USE Design valid for use only with MTekm connectors This design is baud only upon parameters stawn, and is loran individual building component, not a truss system Before use, the budding designer must vent' the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSBJ89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandra. VA 22314 Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/Tnbeca-1986-8 T71271813 P1986B-SM B1 SPECIAL 1 i Mid -Florida Lumber, Bartow, FL 330 7 640 s Apr 19 2016 MiTek Industries, Inc Fn Jun 02 14 43 30 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-N416uExNHRprznH2?Ds3Lmfm?6p_gtJw?fWeizAluh 3-0-8 - 3-0-3 - 3-1-15 3-1-15 3-3-11 Scale = 133 8 4x4 — 4x6 — 4x4 II 8x10 MT20HS = 2x4 I 7x12 = 4x4 LOADING (psl) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.00 TC 088 TCDL 10.0 Lumber DOL 1.00 BC 066 BCLL 00 ' Rep Stress Incr NO WB 0 84 BCDL 100 Code FBC2014/TPI2007 Matnx-M) LUMBER - TOP CHORD 2x4 SP No 2 'Except* 4-8. 2x4 SP No 1 BOT CHORD 2x6 SP DSS WEBS 2x4 SP No.3 *Except* 4-12,6.12,6-10,8-10 2x4 SP No 2 DEFL. in (loc) Udefl Ud Vert(LL) 0.29 12 >776 360 Vert(TL) -0.71 12 >317 240 Horz(TL) 007 9 n/a n/a PLATES GRIP MT20 244/190 MT20HS 187/143 Weight 218 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-10-11 oc purlins, except end verticals BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=1865/0-", 9=2496/0-7-4 Max Horz 1=191(LC 8) Max Uplift 1=-497(LC 5), 9=-774(LC 5) Max Grav 1=2062(LC 13), 9=2878(LC 13) FORCES. (lb) - Max. Comp./Max. Ten -All forces 250 (lb) or less except when shown TOP CHORD 1-2=3983/994, 4-5=1254213415, 5-6=12542/3415, 6-7=7129/1921, 7-8=7129/1921, 8-9=2499/687 BOT CHORD 1-14=998/3595, 13-14=-2865/10458, 12-13=3104/11284, 11-12=3270/12085, 10-11=-3270/12085, 9- 10=-156/573 WEBS 2-14=-654/2498, 5-12=-861/272, 6-11=67/375, 7-10=872/270, 4-12=326/1315, 6-12=-198/478,6- 10=-5178/1410,8-10=1844/6851,4-14=-7229/1966,2-4=-3500/943 NOTES- 1) 2-pty truss to be connected together with 10d (0.131"x3") nails as follows Top chords connected as follows- 2x4 - 1 row at 0-7-0 oc Bottom chords connected as follows 2x6 - 2 rows staggered at 0-9-0 oc Webs connected as follows 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated 3) Unbalanced roof live loads have been considered for this design 4) Wind ASCE 7-10, Vut1=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=24ft, eave=4ft, Cat II, Exp B, Encl , GCpi=O 18; MWFRS (directional), Lumber DOL=1.60 plate gnp DOL=1 60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated 7) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (ft=lb) 1=497, printed copies of this document are 9=774 10) Girder tamestie-in span(s) 5-0-0 from 6-3-8 to 18-11-4 not considered signed and sealed and 11) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss the signature must be verified on 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) The design/selection of such any electronic copies connection device(s) is the responsibility of others. Continued on Daae 2 Q WARNING - Vrf y design paramelrs and READ NOTES ON TNS AND INCLUDED WTEK REFERENCE PAGE M11-7473 rev 1010312015 BEFORE USE 0 allow Design valid for use only with MiTekm connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall buildingdesign Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the POR fabrication, storage, delivery, erection and bracing o1 trusses and truss systems, see ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandre, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq 1-1mrnbeca-1986-13 T 11271813 P1986B-SM 131 SPECIAL 1 n MKI-Flonda Lumber, Bartow, FL LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=l 00, Plate Increase=1 00 Uniform Loads (ptf) Vert 1-3=60, 4-8=252, 9-15=20 Concentrated Loads (lb) Vert 4=-429 7 -0 a Apr 19 2016 MiiTek industries. Inc Fn Jun 02 14 43 30 2017 Page 2 ID 3zzrE5595gHBgKdROwR6OYzkwee-N416uExNHRprznH27Ds3Lmfm'16p_gtJw'NMIzAluh 0 WARNING - Varify dasngn paramet rs and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE 11411.7473 raw. 10103/2015 BEFORE USE. Design valid for use only with MrfelkV connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design Into the overall building design Bracing indicated Is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing its always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the 11 labncation, storage, delivery, erection and bracing or trusses and truss systems, see ANSUTP11 Quality Criteria, O58a9 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HMTnbeca-1986-B 1 n1z71eu P1966B-SM B2 SPECIAL 5 1 Job Referenceinl Mid -Florida Lumber, Barlow, FL 7 640 s Apr 19 2016 MiTek Industries. Inc Fri Jun 02 14 43 31 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-rHaV5ay72lxia'?HUgk5cZlgXPPe168T9fP4ABzAlug 3-3-0 fi-3-B 9-3-11 12-510 15-7-9 18-11-4 3-3-0 3-0-B 3 3 3-1-15 3-1-15 3-3-11 Scale = 1 33 7 2x4 II 3x8 - 6x10 MT18HS = 5x5 11 Bx12 MT20HS = 2x4 I l 7x14 = Sx5 II LOADING (psf) TCLL 200 TCDL 100 BCLL 0.0 ' BCDL 100 SPACING- 2-0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Ina NO Code FBC2014/TP12007 CSI. TIC 088 BC 088 WB 0 90 Matrix-M) DEFL. in floc) Vdefl Ud Vert(LL) -0.39 12 >579 360 Vert(TL) -089 12 >254 240 Horz( TL) 009 9 n/a n/a PLATES MT20 MT20HS MT18HS Weight 109 lb GRIP 244/ 190 187/ 143 244/ 190 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 *Except* TOP CHORD Structural wood sheathing directly applied or 1-8-1 oc purlins, except 4- 8 2x4 SP DSS end verticals. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 6-9-7 oc bracing. WEBS 2x4 SP No 3 *Except* 3- 13,4-14: 2x4 SP No 2, 4-12,6-12,6-10,8-10 2x4 SP No 1 REACTIONS. ( lb/size) 1=1366/D-4-0, 9=1230/D-7-4 Max Horz 1=191(LC 8) Max Uplift 1 =259(LC 5), 9=202(LC 5) Max Grav 1=1578(LC 13). 9=1599(LC 13) FORCES. ( lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 1-2=2979/510, 4-5=8181/1365, 5-6=8181/1365, 6-7=-4140/557, 7-8=-4140/557, 8- 9=1404/189 BOT CHORD 1-14=-567/2700, 13-14=1485f7613, 12-13=-1580/8120, 11-12=-1059/7195, 10- 11=105917195, 9-10=-37/292 WEBS 2-14=-328/ 1821, 5-12=399/55, 7-10=403/51, 4-12=396/439, 6-12=-362/1031, 6-10=-3192/524, 8-10=544/4023, 4-14=5175/967, 2-4=2611/517 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; B=45ft. L=24ft, eave=4ft, Cat II, Exp B, Encl , GCpi= O 18, MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding 4) All plates are MT20 plates unless otherwise indicated 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 6) ' This truss has been designed for a live bad 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 (jt=lb) 1=259, 9=202 8) "Semi - rigid pitchbreaks including heels" Member end fixity model was used in the analysts and design of this truss 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility of others LOAD CASE(S) Standard 1) Dead + Roof Live ( balanced) Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (ptf) Vert 1-3=60, 4-8=90, 9-15=20 Continued on Daae 2 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING . Ve iry design paramafars and READ NOTES ON TITS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 ray. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must vent' the applicability of design parameters and property incci Wate this design into the overall building devgn Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing IS always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Oualrty Criteria, DSBa9 and BCSI Building Component 6904 Parke East Blvd Safety Infom nation available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria. VA 22314 Tampa, FL 36610 Job Truss Truss Type Ply Park Sq Hrt Tnbeca-1986 B rtyP7986B-SM TI 1271814 B2 SPECIAL 1 f r I nisi Mid -Florida Lumber, Bartow, FL LOAD CASE(S) Standard Concentrated Loads (Ib) Vert 4=713 7 640 s Apr 19 2016 MiTek Industries, Inc Fn Jun 02 14 43 31 2017 Page 2 ID 3zzrE5595gHBgKdROwR6OYzkwee-rHaV5ay?21xia?HUgk5cZlgXPPef68T9FP4ABzAlug Q WARNING - Vendy da gn paramwers and READ NOTES ON T)IS AND INCLUDED MITEK REFERENCE PAGE MY-7473 —, f M312015 BEFORE USE. Design valid for use only with MiTelem connectors This design is based only upon parameters shown, and is for an Indrvldual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated Is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal In)ury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Ouality Criterla, DSB49 and BCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq HMrnbeca-198&B Ti1271815 P1986B-SM B2G SPECIAL 1 Mid -Florida Lumber, Bartow, FL 7 '40 s Apr 19 2016 MRek Industnes, Inc Fn Jun 02 14 43 32 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-KT8tJwyep33ZC8sgAOGKBmr2kpk9SdEcOJBdjdzAluf 3-3-0 638 8-10-14 I 11-4-9 13-10-3 16.314 1611-4 3-3-0 3-0-8 2-7-6 2-5-10 2.5-10 2-510 2-7{ Scale = 1 33 8 1 5.4 I I 3 10 3x4 - 4x6 = 3x4 II 3x8 = 7x6 = 4x8 = 2x4 II 4x4 = 33-0 63-8 8-10-14 11-4-9 13-143 16-3.14 18-11-4 3-3-0 3-0-8 2-7tt I 2-5-10 2-7-6 Plate Offsets (X.Y)- 11:0-1-8.0-1-81.14 0-2-4,0-2-121.113 0-3-0.04--81 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. In (loc) Udell Ud PLATES GRIP TCLL 200 Plate Grip DOL 100 TC 066 Vert(L-) -0.24 14 >948 360 MT20 244/190 TCDL -10 0 Lumber DOL 100 BC 086 Vert(TL) -0.54 14 >414 240 BCLL 0.0 ' Rep Stress Incr NO WB 059 Horz(TL) 0.06 10 n/a n/a BCDL 100 Code FBC2014/TP12007 Matrix-M) Weight: 219 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-13 oc purlins, except BOT CHORD 2x6 SP No 1 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 1=1417/0-4-0, 10=1257/0-7-4 Max Horz 1=191(LC 8) Max Uplift 1=278(LC 5), 10=212(LC 5) Max Grav 1=1637(LC 13), 10=1631(LC 13) FORCES. (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-2=3140/556, 4-5=8450/1482, 5-6=8450/1482, 6-20=5956/866, 7-20=5956/866, 7-8=5956/866 BOT CHORD 1-16=-608/2843, 15-16=160lf7985, 14-15=1704/8513, 13-14=-1270/8061, 12-13=1270/8061, 11-12=-491/3595, 10-11=-491/3595 WEBS 2-16=360/1932, 2-4=-2748/556, 4-16=5417/1047, 4-14=-455/295, 5-14=304/41, 6-14=267/550, 6-13=-22/288, 6-12=2258/433, 7-12=290/35, 8-12=-402/2532, 8-10=3632/498 NOTES- 1) 2-ply truss to be connected together with 10d (0 131"x3") nails as follows Top chords connected as follows 2x4 - 1 row at 0-7-0 oc Bottom chords connected as follows 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows 2x4 - 1 row at 0-9-0 oc 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design 4) Wind ASCE 7-10, VuR=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=241t, eave=oft, Cat II, Exp B; Encl , GCpi=O 18, MWFRS (dlrectlonal); Lumber DOL=1 60 plate grip DOL=1 60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 7) ' This truss has been designed for a live load of 20 Opsf on the bottom Chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 8) Provide mechanical connection (by others) of truss to beanng plate capable of withstanding 100 lb uplift at joint(s) except (tt=lb) 1=278, 10=212 9) "SemFrigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies Of this document arep10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) The design/selection of such connection device(s) is the responsibility of others not considered signed and sealed and the signature must be verified on LOAD CASE(S) Standard any electronic copies Continued on Daoe 2 Kam_ Q WARNING - Verify dmgn pammarars and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE NII.7473 - 1OV0312015 BEFORE USE. Design valid for use only with Miirek® connectors This design is based only upon parameters shown, and is for an individual building component, not - a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPlt Quality Criteria, DSS49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hrn/Tnbea-1986-13 T71271815 P1986B-SM B2G SPECIAL 1 2 Job Reference (optional) Mid-Flonda Lumber, Bartow, FL LOAD CASE(S) Standard 1) Dead + Roof Live (balanced), Lumber Increase=l 00, Plate Increase=l 00 Uniform Loads (ptf) Vert 1-3=60, 4-9=-90, 10-17=20 Concentrated Loads (lb) Vert 4=792 7 540 s Apr 19 2016 M7ek Intlusines, Inc Fn Jun 02 14 43 32 2017 Page 2 ID 3zzrE5595gHBgKdROwR6OYzkwee-KTBtJwyep33ZCBsgAQGKBmr2kpk9SdEcOJBdjdzAluf Q WARNING - vanity design Parameters and READ NOTES ON TIdS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rw. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Crltena, DSB-89 and BCSI Building Component 6904 Parke East Bfvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/rnbeu-1986-B T11271816 P198613-SM B3 HIP 1 1 Job Reference o I Mid-Fbrga Lumber, Bartow, FL 7 640 s Apr 19 2016 MfTek Industries. Inc Fn Jun 02 14 43 32 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-KTBtJwyep33ZCBsgAQGK8mr5yppySiJcOJ8dldzAluf 1-0-0 I 5-0-0 9-8-0 I 14-4-0 19-4-0 2 1-0-0 5-0-0 4-8-0 4-8-0 - 5-0-0 1-0-0 Scale = 1 356 4x8 = 17 18 1x4 ll 19 4 20 21 22 4x8 = 3x4 = 1.4 11 5x8 = 1x4 11 3x4 = 5-0-0 3819-4-00i14-4-0 190 I 5-0-0 4-1 0 4-8-0 5-0-0 Plate Offsets (X,Y)- f3 0-5-4.0-2-01, 15 0-5-4.0-2-01, f9 0-4-0.0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 046 Vert(LL) -008 9 >999 240 MT20 2441190 TCDL 100 Lumber DOL 1.25 BC 056 Vert(TL) -021 9-10 >999 180 BCLL 00 ' Rep Stress Incr NO WB 027 Horz(TL) 006 6 n/a n/a BCDL 100 Code FBC2014/TPI2007 Matnx-M) Weight 87 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-5-11 oc puffins BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 9-1-10 oc bracing WEBS 2x4 SP No.3 REACTIONS. (lb/ size) 2=1174/0-8-0, 6=1174/0-8-0 Max Horz 2=-58(LC 6) Max Uplift2=- 340(LC 8), 6=340(LC 8) FORCES. (lb) - Max. Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=1991/535, 3-17=2308/673, 17-18=2308/673, 18-19=-2308/673, 4-19=-2308/673, 4-20= 2308/673, 20-21=-2308/673, 21-22=-2308/673, 5-22=-2308/673, 5-6=1991/535 BOT CHORD 2-10=421/1718, 10-23=-418/1727, 23-24=-418/1727, 9-24=-418/1727, 9-25=-415/1727, 25-26=- 415/1727,8-26=-415/1727,6-8=-418/1718 WEBS 3- 10=0/282, 3-9=219/697, 4-9=475/253, 5-9=219/697, 5-8=0/282 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=24f1, eave=4ft, Cat ll, Exp B, Encl , GCpi=O 18, MWFRS (directional), Lumber DOL=1 60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding 4) 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 (ft=lb) 2=340, 6=340. 7) "Semi - rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 170 lb down and 181 lb up at 5-0-0, 51 lb down and 77 lb up at 7-0-12, 51 lb down and 77 lb up at 9-0-12, 51 lb down and 77 lb up at 10-3-4, and 51 lb down and 77 lb up at 12- 3-4, and 170 lb down and 181 lb up at 14-4-0 on top chord, and 86 lb down at 5-0-0, 36 lb down at 7-0-12, 36 lb down at 9-0-12, 36 lb down at 10-3-4, and 36 lb down at 12-3-4, and 86 lb down at 14-3-4 on bottom chord The design/selection of such connection device(s) is the responsibility of others 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE( S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=l 25, Plate Increase=1 25 Uniform Loads ( plf) Vert1-3= 60, 3-5=-60, 5-7=-60, 11-14=-20 Continued on oaae 2 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Verify design parametrs and READ NOTES ON Tiffs AND INCLUDED MITEK REFERENCE PAGE MII-7Q9 rw. 10/03/2015 BEFORE USE. Design valid for use only with MiTekdD connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSWTPII Quality Critena, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Instdute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/rnbea-1966-8 T11271616 P1956B-SM B3 HIP 1 1 f t Mid-Flonda Lumber, Bartow, FL 7 640 s Apr 19 2016 MTek Industries, Inc Fn Jun 02 14 43 32 2017 Page 2 ID 3zzrE5595gHBgKdROwR6OYzkwee-KTBtJwyep33ZCBsgAQGK8mr5yppySlJcOJBdldzAluf LOAD CASE(S) Standard Concentrated Loads (lb) Vert 3=-123(F) 5=123(F) 10=-64(F) 8=-64(F) 17=-51(F) 19=51(F) 20=51(F) 22=-51(F) 23=26(F) 24=26(1`) 25=-26(F) 26=-26(F) 0 WARNING - Vardy daslgn parameters and READ NOTES ON MIS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 rev 1010312015 BEFORE USE. Design valid for use only with MiTekaP connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design Into the overall -- building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Adddional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabncal on. storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Crttena, DSBa9 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/Tribec-19B6-B T11271817 P1986&SM C1 COMMON 4 1 i nal 1-0-0 6-4-0 sZ i nuc i++o as-' s cuir rage' ID 3zzrE5595gHBgKdROwR6OYzkweeofiFWGzGaMBPglQsl7nZh_OIKDCdBCCmcztlAF3zAlue 4x4 = 3x4 = 1x4 II 6+0 3x4 = 1-0-0 Scale = 124 9 LOADING (psf) TCLL 200 TCDL 100 BCLL 00 ' BCDL 100 SPACING- 2-0-0 Plate Grip DOL 1 25 Lumber DOL 1 25 Rep Stress Incr YES Code FBC2014ITP12007 CSI. TC 0.35 BC 034 WB 010 Matnx-M) DEFL. in (loc) Vdefl Ud Vert(LL) -002 6-12 >999 240 Vert( rL) -007 6-12 >999 180 Horz(TL) 001 4 n/a n/a PLATES GRIP MT20 244/ 190 Weight 48 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No 3 REACTIONS. (lb/ size) 2=567/0-4-0, 4=567/0-4-0 Max Horz 2=70(LC 7) Max Uplrft2= 163(1-C 8), 4=163(LC 8) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=613/135, 3-4=-613/135 BOT CHORD 2-6=26/475, 4-6=-26/475 WEBS 3- 6=0/253 NOTES. 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10, VuR=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft; B=45ft, L=24ft, eave=oft, Cat. 11, Exp B, Encl., GCpi=0.18, MWFRS (directional), Lumber DOL=1 60 plate gnp DOL=1 60 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (ft=lb) 2=163, 4=163 6) "Semi - rigid prtchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D WARNING - Vertly design paramalers and READ NOTES is basiesed AND INCLUDED A9ers REFERENCE PAGE Idividual rev. building component. BEFORE USE. Design veld for use Dory with MiTekQD connectors This design is basetl Doty upon parameters shown, and is for an individual building component not a trusssystemBeforeuse, the building designer must verify the applicability of design parameters and property incorporate this design into the overalllam budding design Bracing indicated is to prevent buckling ofindividual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal inryry and property damage For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSVTPI7 Quality Criteria, DS849 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park SQ Hrr Tribeca-1986-B T71271816 P1966B.SM C2 COMMON 3 1 ReferenceJob O Mid-Flonda Lumber, Bartow, FL 7 640 s Apr 19 2016 MTek Industries, Inc Fn Jun 02 14 43 33 2017 Page t ID 3zzrE5595gHBgKdROwR6OYzkweeofiFWGzGaMBPglOsl7nZh_OIKDCbBCCmczuAF3zAlue 6-4-0 12-8-0 1-0-0 6-4-0 6.40 Scale = 1.24 4 4x4 = 3x4 = 1x4 II 3x4 = LOADING (psf) TCLL 200 TCDL 100 BCLL 00 ' BCDL 100 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina YES Code FBC20141TP12007 CSI. TC 035 BC 034 WB 0.10 Matrix-M) DEFL. in Vert(LL) -0.02 Vert(TL) -0.07 Horz(TL) 0.01 loc) Udefl Ud 5-8 >999 240 5.8 -999 180 4 n/a n/a PLATES GRIP MT20 244/190 Weight- 46 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=506/Mechanical, 2=567/0-4-0 Max Horz 2=69(LC 7) Max Uplift4=120(LC 8), 2=-163(LC 8) FORCES. (lb) - Max. Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=616/137, 34=615/137 BOT CHORD 2-5=53/477, 4-5=53/477 WEBS 3-5=0/254 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, B=451t; L=24ft, eave=4ft, Cat II; Exp B; Encl., GCpi=O 18; MWFRS (directional), Lumber DOL=1.60 plate gnp DOL=1 60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (t=lb) 4=120, 2=163 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vw* dmgn Paramalars and READ NOTES ON TWS AND INCLUDED 1MTEK REFERENCE PAGE 11111-7473 r— /1L03/2015 BEFORE USE. Design valid for use only with MTek® conmdors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the if fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria. DSB29 and BCSI Building Component 6904 Parke East Blvd Salety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HrtVrnbeca-1986-B T11271819 P1986tiSM C3 HIP 1 1 r Mid -Florida Lumber, Bartow, FL a!,--7 5.0-0 7 640 s Apr 19 2016 Mrek Industries, Inc Fn Jun 02 14 43 34 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-GsGdkc_uLgJGRS?3HrIoDBwVmcZDwfXvrddknVVzAlud 2-8-0 4x8 44 = 3 15 4 3x4 = 1.4 11 3x4 = 5-0-0 3x4 = 1-0-0 Scale = 1 24 5 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 125 TC 024 Vert(LL) -002 8 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 031 Vert(TL) -006 8-11 >999 180 BCLL 00 ' Rep Stress Ina NO WB 009 Horz(TL) 002 5 n/a n/a BCDL 100 Code FBC2014/TPI2007 Matrix-M) Weight 54 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5-2-10 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-04 oc bracing WEBS 2x4 SP No.3 REACTIONS. (lb/ size) 2=792/0-4-0, 5=792/0- -0 Max Horz 2=58(LC 6) Max Uplrft2= 234(1_C 8), 5=-234(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-3=1167/311, 3-15=992/302, 4-15=992/302, 4-5=1168/310 BOT CHORD 2-8=203/983, 8-16=200/991, 7-16=200/991, 5-7=202/984 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10, VuR=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3.Opsf, h=25ft, B=45ft, L=24ft; eave=oft, Cat II, Exp B. Encl , GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10.0 psf bottom chord live load 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 (/1=lb) 2=234. 5=234. 7) "Semi - rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 8) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 170 lb down and 181 lb up at 5-0-0. and 51 lb down and 77 lb up at 6-0-0, and 170 lb down and 181 lb up at 7-8-0 on top chord, and 86 lb down at 5-0-0, and 36 lb down at 6-4- 0, and 86 lb down at 7-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE( S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=l 25, Plate Increase=l 25 Uniform Loads ( plf) Vert 1- 3=60, 3-4=-60, 4-5= 60, 9-12=-20 Concentrated Loads ( lb) Vert 3= 123(F) 4=123(F) 8=64(F) 7=-64(F) 15=51(F) 16=26(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D WARNING • Verity design parameters and READ NOTES is rase AND INCLUDED Mters REFERENCE PAGE Miv dual rw, building component, BEFORE USE. Design veld for use only with Mi7ek® connectors This design is based Dory upon parameters shown, and is for an individual building component, not a tr uss system Before use, the building designer must verify the appl"bilrty of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web andfor chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate institute, 218 N Lee Street, Suite 312, Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hmrrnbeca-19ti6-B T11271820 P1986B-SM CJ1 JACK 14 I Job Reference nl Mid -Florida Lumber, r Bartow, FL 7 640 s Apr 19 2016 Miirek Industnes, Inc Fri Jun 02 14 43 34 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-GsGdkc_uLgJGRS13HrloDBwYbcdlwgyvrddknW2Alud 1-0-0 1-0_0 1-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1.25 TC 0.06 TCDL 100 Lumber DOL 1.25 BC 0.01 BCLL 00 ' Rep Stress Incr YES WB 0 00 BCDL 100 Code FBC2014/TPI2007 Matnx-M) LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 REACTIONS. (lb/size) 3=12/Mechanical, 2=124/0-4-0, 4=3/Mechanical Max Horz 2=42(LC 8) Max Uplift3=5(LC 5), 2=-64(LC 8) Max Grav 3=13(LC 13), 2=124(LC 1). 4=12(LC 3) FORCES. (lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown. Scale = 17 1 2x4 = DEFL. in floc) Udefl Ud• PLATES GRIP Vert(LL) -000 7 >999 240 MT20 244/190 Vert( TL) -000 7 >999 180 Horz(TL) - 0 00 2 n/a n/a Weight 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Wind ASCE 7-10, VuH=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=24ft, eave=4ft, Cat II, Exp B; Encl , GCpi=O 18. MWFRS (directional); Lumber DOL=1 60 plate grip DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at loint(s) 3, 2 6) "Semi - rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Verify design joaramafais and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rw. 1010312015 BEFORE USE. Design valid for use only with MiTeM connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web andlor chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the is fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSOTPII Oualrty Criteria, DSB49 and BCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm,/Tnbeca-19WB T71271821 Pt986&SM CJ3 JACK 14 1 Job Refererr-e (op I mia-rior— Lumoer, —ow. I r — s npr ro cu io mu ee muusmes, me rn gun uc i++a oo cu i r rage i ID 3zzrE5595gHBgKdROwR6OYzkwee-k2q?xy?MzR73caFrYp1 mPT18OzSf/C34HNHJyzAluc 1-D-0 3-0-0 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl L/d TCLL 200 Plate Grip DOL 1 25 TC 0.08 Vert(LL) 000 4-7 999 240 TCDL 100 Lumber DOL 1 25 BC 0.06 Vert(TL) 001 4-7 999 180 BCLL 00 ' Rep Stress Ina YES WB 0.00 Horz(TL) 000 2 n/a n/a BCDL 100, Code_FBC20141TR12DO7_ Matrix-(Ma LUMBER- TOP CHORD 20 SP No 2 BOT CHORD 20 SP No.2 REACTIONS. (Ib/ size) 3=65/Mechanical, 2=201/0-4-0, 4=29/Mechanical Max Horz 2=74(LC 8) Max Uplift3= 34(LC 8), 2=67(LC 8) Max Grav 3=65(LC 1), 2=201(LC 1), 4=46(LC 3) FORCES. (lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown Scale = 1 12 3 PLATES GRIP MT20 244/ 190 Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf; BCDL=3.Opsf, h=25ft, B=45ft, L=24ft, eave=oft, Cat II, Exp B, Encl , GCpi=O 18, MWFRS (directional), Lumber DOL=1 60 plate gnp DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom Chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom Chord and any other members 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2 6) "Semi - rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies De WARNING f • V use o dwpn panmefars and READ NOTES is based AND INCLUDED M1ers REFERENCE PAGE MO ideal rw, building component. BEFORE USE. Design valid for use Doty with MRekaD connectors This design is baud Doty upon parameters shown, and rs for an uidmdual DunOmg component. not a truss system Before use, the budding designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing Indicated is to prevent buckling of individual buss web and/or chord members only Adildional temporary and Permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, OSB49 and SCSI Building Component 6904 Parke East Blvd Safety Information avadable from Truss Plate Institute, 215 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq HmrTnbeca-19WB T11271822 P19W13-SM CJ5 JACK 6 1 f o I a ryn i rayc ID 3zzrE5595gHBgKdF O R6OYzkwee-k2q?xy?W6zR73caFrYplmPTgUOxaf1C34HNHJyzAluc 1-0-0 5-0-0 Sole = 1 17 3 0 d LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) I/defl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.25 Vert(LL) 0.01 4-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 018 Vert(TL) 004 4-7 999 180 BCLL 00 ' Rep Stress Ina YES WB 0 00 Horz(TL) 000 2 n/a n/a BCDL 100 Code FBC2014frPI2007 Matnx-M) Weight 18 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No.2 REACTIONS. ( lb/size) 3=1 11 /Mechanical, 2=298/0-4-0, 4=46/Mechanical Max Horz 2=108(LC 8) Max Uplrft3=-60([C 8), 2=82(LC 8) Max Grav 3=111(LC 1), 2=298(LC 1), 4=76(LC 3) FORCES. ( lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purllns BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10, VuK=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3.Opsf, h=25ft; B=45ft, L=24ft, eave=oft, Cat II, Exp B, Encl., GCpI=0.18; MWFRS (directional), Lumber DOL=1 60 plate gnp DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom Chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2 6) " Semi -rigid pdchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Vanfy design panmarars and READ NOTES ON THIS AND INCLUDED W TEK REFERENCE PAGE 11110-7473nv. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and Is for an mdrvxjual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing Is akvays required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the Is fabri=ion, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPH Ouality Cmerla, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hmrtnbeca-1986-B T11271823 P1985B-SM Di COMMON 4 1 Job r Mid -Fit rlCa Lumber, banow, FL I b4U 5 Apr 1U LUIti MI I eK Ifloustnes, Inc Fn Jun UL 14 4J Jb LUl I rage 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-CE0091?81HZ_hm9RPGKGJcDgUQGPOZCCJx6rsOzAlub 1-0-12 4-114 5-0-0 4x4 = 1 5x4 I I 3x8 15.4 I I LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud TCLL 200 Plate Grip DOL 1 25 TC 0.29 Vert(LL) 001 5-6 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.20 Vert(TL) 003 5-6 999 180 BCLL 00 ' Rep Stress Ina YES WB 008 Horz(TL) 000 5 n/a n/a BCDL 100 Code FBC2014/TP12007 Matnx-M) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/ size) 7=463/0-7-4, 5=381/0-4-0 Max Horz 7=11O(LC 6) Max Upllft7= 134(1-C 8), 5=101(LC 8) FORCES. (lb) - Max Comp /Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=320/104, 3-4=317/100, 2-7=-420/146, 4-5=338/112 Scale 38-= V PLATES GRIP MT20 244/ 190 Weight 60 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10, VuR=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft; L=24ft, eave=oft, Cat II; Exp B, Eric[, GCpi=O 18, MWFRS (directional); end vertical left exposed, Lumber DOL=1 60 plate grip DOL=1.60 3) This truss has been designed for a 10 0 psf bottom chord live bad nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20 Opsf on the bottom Chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (ft=lb) 7=134, 5=101. 6) "Semi - rigid pdr-hbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify design paramoti s and READ NOTES ON INS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rw IOM312015 BEFORE USE Design valid for use only with MiTeli® connectors This design is based onty upon parameters shown, and is for an mdmdual building component, not a truss system Before use, the building designer must verily the applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapsewith possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Oualdy Crffem, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312. Alexandra, VA 22314 Tampa, FL 36610 - Job Truss Truss Type Qty Ply Park Sg HmlTribea-1986B T71271C21 P1986B-SM D2 COMMON 2 1 f b cal Mlo-rlorwa Lumber, banow, FL 1-0-0 3x4 = 5-0-0 b40 5 Apr 19 L01b MI I ek Industries, inc Fn Jun UZ 14 43 3b LUl f Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-CE0091 BtHZ_hm9RPGKGJcDgpQGXOZLCJx6rsOzAlub 4x4 = 5-0-0 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Vdefl L/d TCLL 200 Plate Grip DOL 1.25 TC 0.27 Vert(L-) 0 01 6-13 999 240 TCDL 100 Lumber DOL 1.25 BC 019 Vert(TL) 0 03 6-13 999 180 BCLL 00 ' Rep Stress Incr YES WB 007 Horz(TL) 000 4 n/a n/a BCDL 100 Code FBC2014ITP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=468/0-4-0, 4=452/D-8-0 Max Horz 2=-57(LC 6) Max Uplift2=-204(LC 8), 4=197(LC 8) Max Grav 2=468(LC 13), 4=454(LC 14) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-3=458/162, 3-4=450/161 BOT CHORD 2-6=45/352, 4-6=45/352 1-0-0 Scale = 1 22 5 3x4 = PLATES GRIP MT20 2441190 Weight: 39 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10, VuR=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3 Opsf, h=25ft; B=45ft, L=24ft, eave=4ft; Cat II, Exp B; Part. Encl , GCpi=O 55, MWFRS (directional), cantilever left exposed , Lumber DOL=1 60 plate grip DOL=1 60 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at foint(s) except (jt=lb) 2=204, 4=197. 6) "Semi -rigid pft&breaks including heels" Member end fixity model was used in the analysts and design of this truss. lit Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify design paramaf— and READ NOTES ON THS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rw. 111113R015 BEFORE USE. Design valid for use only with MiTekm wnnectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSBa9 and SCSI Building Compontnt 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/inbeca-19e6-B T71271 25 P1986B-SM 03 GABLE 1 1 Mid-Flonda Lumber, Barlow, FL 1-0-0 5-D-0 4x4 = 7 640 s Apr 19 2016 MTek Industries, Inc Fri Jun 02 14 43 37 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-gRymMeOmebhrlwkeyzrVrgYOJgdf714LXbsOOrzAlua 5-0-0 8 7 6 3x4 = tx4 II 1x4 II 1x4 II 3x4 = 1-0-0 Scale = 122 4 04 d 4-8-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0.22 Vert(LL) 0.00 5 n/r 120 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 0.14 Vert(TL) 0.01 5 n/r 120 BCLL 00 ' Rep Stress Incr YES WB 0.04 Horz(TL) 000 14 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matnx-M) Weight: 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 OTHERS 2x4 SP No 3 REACTIONS. All bearings 9-8-0. lb) - Max Horz 2=57(LC 6) Max Uplift All uplift 100 lb or less at joint(s) 7, 6 except 2=-175(LC 8), 4=155(1-C 8) Max Grav All reactions 250 lb or less at joint(s) 7, 8, 6 except 2=299(LC 13), 4=265(LC 14), 2=294(LC 1), 4=262(LC 1) FORCES. (lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3 Opsf; h=25ft, B=45R; L=24ft; eave=oft, Cat II, Exp B, Part Encl , GCpi=O 55, MWFRS (directional), cantilever left exposed ; Lumber DOL=1 60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/TPI 1. 4) Gable studs spaced at 2-0-0 oc 5) This truss has been designed for a 10 0 psf bottom chord live load nonconcurent 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) 7, 6 except (ft=lb) 2=175,4=155,2=175,4=155 8) Non Standard bearing condition. Review required 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies A WARNING - Vrdy design parameters and READ NOTES ON THS AND INCLUDED III REFERENCE PAGE MII-7473 rev IOM312015 BEFORE USE. Design valid for use only with MTektD connectors This design is based only upon parameters shown, and is for an Individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual buss web and/or chord members only Additional temporary and permanent bracing IS always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Cmerla, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type aty Ply Park Sq Hm/Tnbeca-19WB T71271826 P1986B-SM F1 ROOFTRUSS 12 1 ReferenceJobo MIO-Flbrtda Lumber, eanOw, 1-1- 0-1-8 H P:LQ--1 d u s Apr - zu- MI I ex inuumnes, Inc - dun UL 14 - de N 1 i rage 1 ID 3zzrE5595gHBgKdROwR60Yzkwee-8dW8Z_10Puprw3JgWhMk015ABEmisJWmFbxwHzAluZ i 1-3-8 O-'jr8 e=1498 1x3 = 1x3 = 5x6 I I 3x6 MT20HS FP = 3x6 MT20HS FP = 54 I I 1x3 = 5x6 II 4x6 II 34 II 3x6 II 4x6 II 5x6 II 1x3 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 6x6 = 5x6 I I 6x6 = 3x8 MT20HS FP = 3x6 Il 6x6 = 5x6 I1 6x6 = 34 11 3x8 MT20HS FP = I935d LOADING (psf) SPACING- 1-4-0 CSI. DEFL. in loc) Udefl L/d PLATES GRIP TCLL 400 Plate Grip DOL 1.00 TC 028 Vert(L-) 0.63 25 533 360 MT20 244/190 TCDL 10.0 Lumber DOL 100 BC 096 Vert(TL) 0.99 25 341 240 MT20HS 187/143 BCLL 00 Rep Stress Ina YES WB 0.73 Horz(TL) 012 18 n/a n/a BCDL 50 Code FBC2014/TP12007 Matrix) Weight 225 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No 2(flat) end verticals WEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing REACTIONS. (lb/size) 33=1037/0-8-0, 18=1037/D-8-0 FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 33-34=-1024/0, 1-34=-1026/0, 18-35=1024/0, 17-35=1026/0, 1-2=-1157/0, 2-3=3096/0, 3-4=-4654/0, 4-5=-4654/0, 5-6=5738/0, 6-7=-6391/0, 7-8=6391A 8-9=6624/0, 9-10=-6624/0, 10-11=6393/0, 11-12=-6393/0, 12-13=-5737/0, 13-14=-4654/0, 14-15=-4654/0, 15-16=3096/0, 16-17=1157/0 BOT CHORD 31-32=0/2235, 30-31=0/3935, 29-30=0/5292, 28-29=0/6163, 27-28=0/6163, 26-27=0/6624, 25-26=0/6624, 24-25=0/6595, 23-24=0/6166, 22-23=0/6166, 21-22=0/5291, 20-21=0/3935, 19-20=0/2235 WEBS 17-19=0/1538, 1-32=0/1538, 16-19=1427/0, 2-32=-1427/0, 16-20=0/1140, 2-31=0/1140, 15-20=-1110/0, 3-31=-1109/0, 15-21=01933, 3-30=0/932, 13-21=-826/0, 5-30=-827/0, 13-22=0/590, 5-29=0/590, 12-22=568/0, 6-29=564/0, 12-24=0/362, 6-27=14/469, 10-24=380/0, 8-27=576/130, 10-25=327/439 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 3x6 MT20HS unless otherwise Indicated 4) "Semi -rigid pdchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss 5) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) Due to span to depth ratio of this truss, the floor may exhibit objectionable vibration and/or deflection Building designer to consider providing means to dampen possible floor vibration Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vardy design parameers and READ NOTES ON TWS AND INCLUDED W TEK REFERENCE PAGE NO.7473 m. 10103/2015 BEFORE USE. Design valid for use only with MiiTek® connectors This design is based only upon parameters shown, and is for an indmduel building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall - building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HMTnbeca-t966-e nlz7tez7 P19tS6&SM F1A ROOFTRUSS 1 1 Job MIa-rlunca Lumoer, oanow, IL D-1-8 H 1 1-3-0 3x4 = 1x3 = 1x3 = TTII 1 2 3 2 31 30 29 1x3 II 3x4 = 1x3 II 3 4 5 28 27 3x6 MT20HS = 1wusApnvtu10Mnexmousmes,mc i-nuunuz1446:1vzu1r rages ID 3zzrE5595gHBgKdROwR6OYzkwee-cp3WnJ21ACxZYDu04OuzwFeDed6abpke7vLVSjzAluY 3x4 = 36 MT20HS FP = 1.3 II 4x6 = 1x3 II 6 7 6 9 10 36 11 12 13 14 26 25 24 23 22 21 20 19 3x4 = 1x3 II 4x4 = 3x6 MT20HS FP = 3x6 MT20HS = 28-6-8 Plate Offsets (X,Y)- f8'0-1-8,Edoe1. f24*0-1-8.Edgel a Style = 1 49 0 1x3 = 1x3 = 15 16 35 IT34 18 17 tx3 II LOADING (psf) SPACING- 1-4-0 CSI. DEFL. In (loc) Udefl Ud PLATES GRIP TCLL 400 Plate Grip DOL 1.00 TC 081 Vert(LL) 0 19 25-26 999 360 MT20 244/190 TCDL 100 Lumber DOL 1.00 BC 094 Vert(TL) 0 29 25-26 688 240 MT20HS 187/143 BCLL 00 Rep Stress Incr YES WB 054 Horz(TL) 003 23 n/a n/a BCDL 50 Code FBC2014rrP12007 Matrix) Weight 148 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) "Except* TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except 7-16 2x4 SP No 1(flat) end verticals. BOT CHORD 2x4 SP No.2(flat) "Except* BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing 22-31 2x4 SP No 1(flat) WEBS 2x4 SP No 3(flat) REACTIONS. All bearings 12-7-4 except (t=length) 31=0-8-0 lb) - Max UplrR All uplift 100 lb or less at /olnt(s) 20 except 21=228(LC 3) Max Grav All reactions 250 lb or less at joint(s) 17, 18, 19, 20, 21 except 31=546(LC 1). 23=1122(LC 1) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown TOP CHORD 31-32=542/0, 32-33=-542/0, 1-33=542/0, 1-2=516/0, 2-3=1266/0, 3-4=1651/0, 4-5=1651/0, 5-6=1600/0, 6-7=-1167/0, 7-8=1167/0, 8-9=583/0, 9-10=-583/0, 10-36=0/977, 11-36=0/977 BOT CHORD 29-30=0/993, 28-29=011523, 27-28=0/1683, 26-27=0/1521. 25-26=0/583, 24-25=0/583, 23-24=260/0, 22-23=-528/0, 21-22=528/0 WEBS 1-30=01701, 2-30=-663/0, 2-29=0/380, 3-29=358/0, 11-21=0/490, 11-23=-677/0, 6.26=497/0, 10-23=1030/0, 8-26=0/802, 10-24=0/1137, 8-25=392/0, 9-24=-462/0 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) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 20 except 01=1b) 21=228 5) "Semi -rigid prichbreaks including heels" Member end fixity model was used in the analysts and design of this truss. 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 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify daalgn Par 0- and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE M11-7473 - 1010312015 BEFORE USE. Design valid for use only with MITek® connectors This design is based only upon parameters shown, and is for an mdrvldual building component, not a truss system Before use, the building designer must verily the applicability of design parameters and property incorporate this design Into the overall building design Bracing Indicated Is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the is fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job T uss Truss Type Qty Ply Park Sq Hm Tnbea-lga&B T11271828 P1986B-SM FIB ROOF TRUSS 3 1 R fer i nal mw-i-lonaa Lumber, tianow, tL i wu s Apr it)2uio mi i eK mausm ince rn aun 02 i4 43 40 eu17 rage t ID 3zzrE5595gHBgKdROwR6OYzkwee-50du_f3fwW4Q9NTCe6PCTSAQm1S/KDQoDZ42?AzAluX 0-1-8 12 1° I 1-6-8 I° f" OVrate = 1 49 8 4x4 = 3x4 = 1x3 = 5x12 = 3x4 = 1x3 = 1x3 = 1x3 II 4x6 = 1x3 3x6 MT20HS FP = 1x3 1x3 = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 t 37 OY 36 d 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 17 1x3 11 4x4 = 3x6 MT20HS = 3x6 MT20HS FP = 6x6 11 7x6 = 3x6 = 3x4 = 3x6 MT20HS = 3.4 = 1x3 I I 4x6 = 5x5 = 153-8 14-311210-12 16-3-4 12-11-12 0-8-0' atx ' 0-104" 12-3-4 04-00-5-0 0-1-8 0-4-12 Plate Offsets (X Y)- f1:Edge 0-1-81. f7 0-1-8 Edgel. f16 0-1-8.Edge1 f24 0-1-8 Edqel f25 0-3-0.Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 400 Plate Grip COL 100 TC 0.66 Vert(LL) -0.18 29-30 >999 360 TCDL 100 Lumber DOL 100 BC 0.95 Vert(TL) -0.27 29-30 >706 240 BCLL 00 Rep Stress Incr YES WB 0 71 Horz(TL) 003 23 n/a n/a BCDL 50 Code FBC2014/TPI2007 (Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No 2(fiat) 'Except 17-28: 2x4 SP No 1(flat) BOT CHORD WEBS 2x4 SP No 3(flat) *Except* 9-24 2x4 SP No.2(fiat) REACTIONS. (lb/size) 33=731/D-8-0, 17=480/0.8-0, 23=1888/0-8-0 Max Grav 33=769(LC 3), 17=570(LC 4), 23=1888(LC 1) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 33-34=763/0, 34-35=763/0, 1-35=763/0, 17-36=564/0, 36-37=564/0, 16-37=564/0, 1-2=719/0, 2-3=-1740/0, 3-4=-2208/0, 4-5=-2208/0, 5-6=2020/0, 6-7=1308/90, 7-8=324/472, 8-9=-324/472, 9-10=0/1417, 10-11=0/1417, 11-12=553/689, 12-13=-1157/284, 13-14=1157/284, 14-15=1115/51, 15-16=-503/0 BOT CHORD 31-32=0/1382, 30-31=0/2073, 29-30=0/2213, 28-29=0/1827, 27-28=0/1827. 26-27=-472/324, 25-26=-483/291, 24-25=472/324, 23-24=-2157/0, 22-23=-1970/0, 21-22=-936/116, 20-21=-468/963, 19-20=144/1242, 18-19=0/961 WEBS 7-25=1077/0, 8-24=314/0, 9.23=-2360/0, 1-32=0/977, 2-32=923/0, 2-31=0/498, 3-31=-463/0, 5-29=328/0, 6-29=0/322, 6-27=779/0, 7-27=0/1482, 16-18=0/684, 15-18=-638/6, 12-20=0/396, 12-21=-700/0, 11-21=0/736, 11-22=1087/0, 9-22=0/1121, 9-24=0/2396 PLATES GRIP MT20 244/190 MT20HS 187/143 Weight 156 lb FT = 20%F, 11%E Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceding 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) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 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 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Varfry dmgn panmeta and READ NOTES ON TFOS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rw. 10/03/2015 BEFORE USE Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and a for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq 1-iMTribew-1986B T71271829 P1986&SM F1C GABLE 1 1 ReferenceJob Mw-I-Iona Lumber, tsanoa, I-L 0.k8 il,l I I I I Mil b4V S Apr lU 2Vlb MI I ex Inausmes, Inc i-n Jun U2 14 4J 41) 1V 1 / vage 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-50du_f3fwW4O9NTCe6PCTSAZplgNKOyoDZ42?AzAIuX D-1k8 Scale = 1 46 9 3x6 MT20HS FP = 9 10 11 12 13 14 15 16 r m II I I I I I I„ 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 3x6 MT2DHS FP = 13-7-12 12-114 14-5-0 11J 2-3J 174 4-114 6-3-4 7-7 61141 10.3-4 11-74 12-14M 15-7-4 1&11-4 153 19-7-4 2211-4 22-34 2— 1j! 1_. 1.4-0 0.11J 0-0-12 0-7-8 1-2-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 100 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 100 BC 001 Vert(TL) n/a n/a 999 MT20HS 1871143 BCLL 00 Rep Stress Incr YES WB 003 Horz(TL) 000 25 n/a n/a BCDL 50 Code FBC2014rrPl2D07 Matrix) Weight 123 Ile FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purllns, except BOT CHORD 20 SP No 2(flat) end verticals. WEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceding directly applied or 10-0-0 oc bracing OTHERS 2x4 SP No 3(flat) REACTIONS. All bearings 28-6-8 lb) - Max Grav All reactions 250 lb or less at joint(s) 48, 25, 36, 37, 39, 40, 41, 42, 43, 44, 45, 46, 47, 35, 34, 33, 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 MT20 plates unless otherwise Indicated. 2) All plates are 1x3 MT20 unless otherwise Indicated. 3) Gable requires continuous bottom chord bearing 4) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 5) Gable studs spaced at 1-4-0 oc 6) ••Semrrlgid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) 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 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vrlfy design parameters and READ NOTES ON INS AND INCLUDED 11i REFERENCE PAGE MI1-7473 rev. IM/2015 BEFORE USE. Design valid for use only with MTekm 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 venty the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the Is fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPl1 Quality Cmena, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hmrrnbeca-19WB T71271830 P1986B-SM F2 ROOF TRUSS 1 1 fr in row- '—a Lumoer, nanov, IL 0-1-8 H 1 1-3-0 I r — s Apr 11 L111n Mi i es mausmes, me rri Jun uL 14 4.1 41 Z r rage 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-ZCBHC,3HhpCHnX2PBpwROgldJRga3kmxSDgcXczAluW 1 1-10-4 1 1x3 II 1x3 II 3 4 5 6 7 Scale = 1 25 6 4x6 = 8 15 14 13 12 11 10 9 1 5x4 II 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud TCLL 40.0 Plate Grip DOL 1 00 TC 0.54 Vert(LL) 0.14 11-12 999 360 TCDL 100 Lumber DOL too BC 078 Vert(TL) 0 21 11-12 855 240 BCLL 0.0 Rep Stress Incr YES WB 051 Horz(TL) 0 04 9 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matnx) LUMBER- BRACING- 4x4 = PLATES GRIP MT20 2441190 Weight 78 lb FT = 20%F, 11 %E TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No 2(flat) end verticals WEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 16=814/0-8-0, 9=814/Mechanical FORCES. (lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 16-17=808/0, 17-18=808/0, 1-18=-808/0, 8-9=807/0, 1-2=-767/0, 2-3=1880/0, 34=2459/0, 4-5=2459/0, 5-6=2459/0, 6-7=-190210, 7-8=-800/0 BOT CHORD 14-15=0/1478, 13-14=0/2256, 12-13=0/2459, 11-12=0/2269, 10-11=0/1507 WEBS 8-1 0=0/1 065.1-15=011043, 7-10=-983/0, 2-15=-988/0, 7-11=0/550, 2-14=0/560, 6-11=510/0, 3-14=-523/0, 6- 12=-21/496, 3-13=101508, 4-13=253/0 NOTES- 1) Unbalanced floor live bads 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) 'Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 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 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Ve fy drily. paramafws and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MU-7473 ray. 10/03/20f 5 BEFORE USE. Design valid for use only with MiTek(& connectors This design is based only upon parameters drown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall - building design Bracing indicated is to prevent buckling of individual truss web ancilor chord members only Additional temporary and permanent bracing is always required for stability and to prevent collipse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSI/TPH Ouality Cmerla, DSB-99 and SCSI Building Componem 6904 Parke Fast Blvd Safety Informabon available from Truss Plate Institute, 218 N Lee Street. Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq HnVTnbea-1986-8 T11271t131 P1986B-SM F3 ROOF TRUSS 5 1 Mxl—no. L—l' 6an—, L 0-1-8 Hi 1 30 = m r usu s Apr i e LUID MI i ex mausmes, me — uun uz - - •i zui i Yage 1 ID 3arE5595gHBgKdROwR6OYzkwee-ZCBHC>3HhpCHnX2PBpwROgjeQRxN3ppxSDgcXczAluW 3x3 = 2 3 30 = Sale = 1 13 5 3x6 MT20HS = 4 1x3 3x3 = 1x3 II 1x3 3x3 = 9 6 7 6 5 3x3 = 3x3 II LOADING (psf) TCLL 400 TCDL 100 BCLL 0.0 BCDL 5.0 SPACING- 2-0-0 Plate Grip DOL 1 00 Lumber DOL 1.00 Rep Stress Ina YES Code FBC2014/TPI2007 CSI. TC 047 BC 034 WB 0.18 Matrix) DEFL. in Vert(LL) -0 02 Vert(TL) -003 Horz( TL) 0.00 loc) Vdefl Ud 6- 7 >999 360 6- 7 >999 240 5 n/a n/a PLATES MT20 MT20HS Weight 40 lb GRIP 244/ 190 187/ 143 FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 640-0 oc purlins, except BOT CHORD 2x4 SP No 2(flat) end verticals WEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. ( lb/size) 10=370/0- -0, 5=376/Mechanical FORCES. ( lb) - Max Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 10-11=364/0, 1-11=363/0, 4-5=370/0, 1-2=293/0, 2-3=-552/0, 3-4=-292/0 BOT CHORD 8-9=0/552, 7-8=0/552, 6-7=0/552 WEBS 4-6=0/388, 1-9=0/373, 3-6=353/0, 2-9=352/0 NOTES- 1) Unbalanced floor live loads have been considered for this design 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections 4) " Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 5) Recommend 2x6 strongbacks, on edge, spaced at 10-M 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. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Vwffy dmgn paramalars and READ NOTES ON TIES AND INCLUDED 1WTEK REFERENCE PAGE UX7473 rov. IOMMO15 BEFORE USE Design valid for use only with MTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must veny the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing IS always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI11 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alemridna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq HMTnbeTa-1986-B T11271832 P1986B-SM F3A GABLE 1 1 n MN1-Fiorica Lumber. Bartow, FL 0" 1 640 5 Apr 192016 MIT Intlustnes, Inc Fri Jun 02 14 43 42 2017 Page 1 to 3zzrE5595gHBgKdROwR6OYzkwee-101fPL4vS7K8PhcblWRgYtGvJrMrolS4htZ932zAluV Scale = 1 13 5 2 14 13 3x3 = 3 12 4 I 5 10 9 8 I 2-10.8 I al' 4-2-6 I 4-10-8 6-2-B 7_ I Dios 1-0 080 0.&0 0B0 0.80 14-0 oloe LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Lid PLATES GRIP TCLL 40.0 Plate Grip COL 1.00 TIC 008 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 100 Lumber DOL 1 00 BC 001 Vert(TL) n/a n/a 999 BCLL 00 Rep Stress Incr YES WB 003 HOrz(TL) 000 8 n/a n/a BCDL 50 Code FBC2014(TP12007 (Matrix) Weight: 36 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 7-1-0. lb) - Max Grav All reactions 250 lb or less at joint(s) 14. 8, 11, 12, 13, 10, 9 FORCES. (lb) - Max Comp /Max Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1x3 MT20 unless otherwise indicated 2) Gable requires continuous bottom chord bearing 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i a diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) "Semi -rigid pitchbreaks including heels" Member end fixrty model was used in the analysis and design of this truss 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 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D WARNING • Verify only ignwith MiTekOjoiivarrit— co and READ NOTES ON asS AND INCLUDED MterS REFERENCE PAGE Miv dual rev. budding component. BEFORE USE. Design valid for use ony with MlTelc® connectors This design is based only upon parameters shown, and is for an intlmtlual budding component, not a truss system Before use, the building designer must venty the appl"bildy of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Crttena, DS849 and BCSI Building Component 69114 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq Hmrrribeca-1986-B T11271833 P1986B-SM FS ROOFTRUSS 1 1 Job Reference n wo-rionda Lumber, nanow, FL /.w. snpr ill c. ib Mi i ex.....7'... r —n.[ Vi-.'Ni/ rage - ID 3zzrE5595gHBgKdROwR6OYzkwee-101fPL4vS7K8PhcbIVJRgYtGglrMmol64htZ932zAluV 3x6 MT20HS = Scale = 1 11 1 1 36 MT20HS = 2 1x3 II 3 30 = 4 9 8 7 6 3x3 11 3x3 = 1.3 11 3x3 = 5 3x3 11 LOADING (psf) SPACING- 240-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 400 Plate Grip COL 100 TC 0.40 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 100 Lumber DOL 100 BC 001 Vert(TL) n/a n/a 999 MT20HS 187/143 BCLL 0.0 Rep Stress Ina YES WB 005 Horz(TL) 000 5 n/a n/a BCDL 5.0 Code FBC2014rrP12007 Matrix) Weight: 34 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purlins, except BOT CHORD 2x4 SP No 2(flat) end verticals WEBS 2x4 SP No-3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. All bearings 5-7-8. lb) - Max Grav All reactions 250 lb or less at joint(s) 9, 5, 6, 8, 7 FORCES. (lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown NOTES- 1) All plates are MT20 plates unless otherwise indicated 2) Gable requires continuous bottom chord bearing. 3) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Varify design paramatws and READ NOTES ON TIES AND INCLUDED AETEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPH Quality Criteria, DSBa9 and SCSI Building Component 6904 Parke Fast Blvd safety Irdormabon available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hri Tnbecii-19MB T71271631 P1986B-SM F6 ROOF TRUSS 3 1 Job f Mid-Flonaa Lumber, eanow, FL 1 64115 Apr 19 2016 Welt Industries, Inc Fn Jun 02 14 43 42 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-101fPL4vS7K8PhcblWRgYtGverLvoHa4htZ932zAluV 1-a-0 0-4-8 3x6 MT20HS = 1 3x6 MT20HS = 2 1x3 II 3 1x3 II 4 Scale = 19 6 8 3x3 = 7 6 30 = 5 30 II 3x3 II 3-7-8 3-7-8 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 100 TC 0.12 Vert(LL) -000 7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 100 BC 007 Vert(TL) -000 7 >999 240 MT20HS 187/143 BCLL 00 Rep Stress Incr YES WB 009 Horz(TL) 000 5 n/a n/a BCDL 50 Code FBC2014/TP12007 Matrix) Weight 25 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No-2(flat) TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc puriins, except BOT CHORD 2x4 SP No.2(flat) end verticals WEBS 2x4 SP No-3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/ size) 8=186/Mechanical, 5=186/Mechanical FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections 4) "Semi - rigid pnchbreaks including heels" Member end fixity model was used in the analysts and design of this truss 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 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Ve ft dmim paramefers and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rw, f 0g07/2015 BEFORE USE. Design valid for use only with MlTekS connectors This design is based only upon parameters shown, and is for an Individual building component, not a truss system Before use, the building designer must verify the applicabilityof design parameters and property Incorporate this design into the overall - building design Bracing indicated is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the No fabncation, storage, delivery, erection and broong of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB29 and SCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq 14MTnbima-1966B T712716351P1986B-SM F6A GABLE 1 1 i 1 3.3 11 a nyi is to io miiex niuuwica, ilia: r raye i ID 3zzrE5595gHBgKdROwR6OYzkwee-VbJ1dh5XDRS-1OrBnJEyv55o4QFl_XIpEwXJIbUzAlutJ 2 1x3 11 3 1x3 II 4 3x3 11 Scale = 19 6 8 7 6 5 3x3 11 1x3 11 1x3 11 30 11 1-0 1-9-12 1411 6-112 0.512 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.06 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 100 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 00 Rep Stress Incr YES WB 002 Horz(TL) 0.00 5 n/a n/a BCDL 50 Code FBC2014/TPI2007 Matrix) Weight 20 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 3-7-8 oc purlins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 3-7-8 lb) - Max Grav All reactions 250 lb or less at joint(s) 8, 5, 6, 7 FORCES. (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Gable requires continuous bottom chord bearing 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e diagonal web) 3) Gable studs spaced at 1-4-0 oc 4) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 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 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - VwTfy design paramafars and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE II111.7473 rw. 1OM312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPf1 Quality Criteria, DSB49 and BCSI Building Component 69D4 Parke East Blvd Safety Inlomution available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandna. VA 22314 Tampa, FL 36610 Job Truss Truss Type Sty Ply Park Sq Hmrrnbeca-198&B T11271836 P1986B-SM FT1 FLOOR 1 3 iviie-nonca wmoer, narim, rt_ r 2- 110. 0-0 524-8 7-11-0 10.58 12310. i8 125{r18-u s npr in zuio mi i ex meusnes, me rn dun uz 214 s- 0 4s zui r rage i ID 3zzrE5595gHgKdROwR6OYzkwee- VbJ1dh5XDRS?OrBnJEyv55oxJFYVXaBEwXJibUzAluU 2-0 -7- 8 2r80 8 to 20 S82s8268 2-6-82-6-8 21,8 2-,8 Scale = 149 8 4x6 = 4x4 = 1 2 3 25 24 26 23 27 22 2x4 II US = 4x4 = 7x6 = 04 = 06 = 4 5 6 7 8 9 10 11 12 28 2129 20 30 19 18 17 16 15 14 13 8x8 MT20HS = 8x8 MT20HS = 4x4 = Us = 2x4 I I 11r12 4-4 968 3-4 1!!12 2120.12 24-54 262-1E1-812 i 21. $112 1812i 28 I l 2$ 2 I Plate Offsets ( X,Y)- 17 0-3-0.0-4-81, 117 0-4-0.0-5-41, 121 0-4-0.0-5-41 LOADING (psf) SPACING- 1-4- 0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 400 Plate Grip DOL 100 TC 064 Vert(LL) 078 19-20 >434 360 MT20 244/190 TCDL 10.0 Lumber DOL 1. 00 BC 069 Vert(TL) 1 21 19-20 >281 240 MT20HS 187/143 BCLL 00 Rep Stress Ina NO WB 070 Horz(TL) 010 13 n/a n/a BCDL 50 Code FBC2014/TP12007 Matnx- M) Weight 535 lb FT = 20% LUMBER- BRACING. TOP CHORD 2x6 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5-4-12 oc purlins, except BOT CHORD 2x6 SP DSS end verticals WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 25=2896/0- 7-4, 13=1746/0-7-4 FORCES. (lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 1-25=-2570/0, 1-2=-4101/0, 2-3=10474/0, 3-4=-14964/0, 4-5=17682/0, 5-6=18614/0, 6-7=18180/0, 7-8= 15925/0, 8-9=13330/0, 9-10=10197/0, 10-11=6591/0, 11-12=2423/0, 12-13= 1543/0 BOT CHORD 24-25=0/325, 24-26=017353, 23-26=017353. 23-27=0/12833, 22-27=0/12833, 22-28=0/16425, 21-28= 0/16425, 21-29=0/18259, 20-29=0/18259, 20-30=0/18500, 19-30=0/18500, 18-19= 0/17163, 17-18=0/14753, 16-17=0/11879, 15-16=0/8517, 14-15=0/4609 WEBS 1- 24=0/4438, 2- 24=-3948/0, 2-23=0/3790, 3-23=2864/0, 3-22=0/2587, 4-22=1774/0, 4-21=0/1526, 5-21=- 701/0, 5-20=01431, 6-19=-388/0, 7-19=0/1235. 7-18=-1504/0, 8-18=0/1422, 8-17= 1727/0, 9-17=0/1762, 9-16=2042/0, 10-16=0/2040, 10-15=2338/0, 11-15=0/2407, 11-14= 2654/0, 12-14=0/2610 NOTES- 1) 3-ply truss to be connected together with 1 Dd (0 131"xY) nails as follows Top chords connected as follows: 2x4 - 1 row at D-9-0 oc, 2x6 - 2 rows staggered at 0-90 oc Bottom chords connected as follows: 2x6 - 2 rows staggered at D-9-0 oc Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated 3) All plates are MT20 plates unless otherwise indicated. 4) All plates are 3x4 MT20 unless otherwise Indicated 5) "Semi -rigid prtchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss 6) Required 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 369 lb down at 2-1-0, 369 lb down at 4-1-0, 369 lb down at 6-1-0, 369 lb down at 8-1-0, and 369 lb down at 9-7-8, and 699 lb down at 13-4-8 on bottom chord The design/selection of such connection device( s) is the responsibility of others 8) Due to span to depth ratio of this truss, the floor may exhibit objectionable vibration and/or deflection Building designer to consider Printed copies of this document are p providing means to dampen possiblefloorvibrationnotconsideredsignedandsealedand LOAD CASE(S) Standard the signature must be verified on any electronic copies Continued on paoe 2 Q WARNING - Verify design paramarers and READ NOTES ON TIOS AND INCLUDED MITEK REFERENCE PAGE M11-747J rw. 10107R015 BEFORE USE. Design valid for use only with MiTekm connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall - building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Oualdy Criteria, DSB-4119 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq HMTnt>eCS-19E68 T71271636 P1966B-SM FT1 FLOOR 1 3 Job Reference(optional) Mill-Flonda Lumber, Banow, FL LOAD CASE(S) Standard 1) Dead + Floor Live (balanced) Lumber Increase=l 00, Plate Increase=l 00 Uniform Loads (plf) Vert 1-12=-67, 13-25=7 Concentrated Loads (lb) Vert 25=25 23=369(F) 26=369(F) 27=369(F) 28=369(F) 29=-369(F) 30=699(F) 7 640 s Apr 19 2016 MTek Industries, Inc Fn Jun 02 14 43 43 2017 Page 2 ID 3zzrE5595gHBgKdROwR6OYzkwee-VbJ1dh5XDRS?OrBnJEyv55oxJFYVXaBEwXJIbUzAluU Q WARNING - vanity daslgn paramafars and READ NOTES ON TNIS AND INCLUDED IN/TEK REFERENCE PAGE Ml1.7473 rw. IOM312015 BEFORE USE. Design valid for use only with MITek® connectors This design is based ony upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Braung indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSM11 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq HrrirTnbec2-1986-B T11271837 P198613.SM FT2 FLOOR 1 2 R f I 2-6-11 2-4-15 s npi i r a i r rage ID 3zzrE5595gHBgKtlROwR6OYzkwee-zntPg169_kase m txTBdILA3ettGOdN8B2G8xzAluT 2415 2-6-11 1.4 II 3x8 = 1x4 II 3x10 = 1 3x10 = 2 3 4 5 3x4 11 3x4 11 Scale = 1 18 9 Plate Offsets (X.Y)— I7,0-2-4.0-2-121.f9 0-4-4.0-2-121 LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in loc) Udefl L/d PLATES GRIP TCLL 400 Plate Grip DOL 100 TC 038 Vert(LL) -007 8 >999 360 MT20 244/190 TCDL 100 Lumber DOL 100 BC 074 Vert(TL) -011 8 >999 240 BCLL 0. 0 Rep Stress Incr NO WB 082 Horz(TL) 001 6 n/a n/a BCDL 50 Code FBC2014rTP12007 Matnx-M) Weight 111 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP No 2 end verticals WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/ size) 10=1837/0-4-0, 6=1998/0-7-4 FORCES. (lb) - Max Comp /Max Ten -All forces 250 (lb) or less except when shown. TOP CHORD 1-10=-1637/0, 1-2=-3350/0, 2-3=3350/0, 3-0=-3490/0, 4-5=-3490/0, 5-6=1690/0 BOT CHORD 9-10=0/276, 9-11 =014868, 8-11=014868, 8-12=0/4868, 7-12=0/4868, 7-13=0/293, 6-13=0/293 WEBS 1-9=0/ 3308, 2-9=775/0, 3-9=1634/0, 3-8=0/349, 3-7=1483/0, 4-7=767/0, 5-7=0/3440 NOTES- . 1) 2-ply truss to be connected together with 10d (0 131"x3") nails as follows Top chords connected as follows: 2x4 - 1 row at D-9-0 oc Bottom chords connected as follows 2x6 - 2 rows staggered at 0-9-0 oc Webs connected as follows- 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Girder carries tie- in span(s): 7-0-0 from 0-0-0 to 9-11-4 4) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 181 lb down at 3-9-12, and 181 lb down at 5-9- 12, and 181 lb down at 7-0-12 on bottom chord The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live ( balanced) Lumber Increase=l 00, Plate Increase=l 00 Uniform Loads (plf) — Vert 1-5=330, 6-10=5 Concentrated Loads (lb) Vert 6=-66 11 = 1 81 (B) 12=-181(B) 13=181(B) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - VMfy design parainvie s and READ NOTES ON TINS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. , Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling ofindividual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and properly damage For general guidance regarding the Is atincation, storage, delivery, erection and breang of trusses and truss systems, see ANSIrTP11 Quality Crrtena, DSB-89 and SCSI Building Component 69D4 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Aiexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq Hm/rnbeca-1986-B T71271838 P1986B-SM FT3 FLOOR 1 2 I n I Mid-Flontla Lumber, Bartow, FL 7 640 s Apr 19 2016 MRek Industries, Inc Fn Jun 02 14 43 44 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-zntPgl69_kase m_txTShcLCoez7G6ON8B2G8xzAluT 3-2-3 6-2-9 9.4-12 3-2-3 3-0-7 3-2-3 Scale = 1 17 9 1 4x4 = 2x4 II 4x4 = THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 4x4 = 2x4 II 3-2-3 3-47 3-2-3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 400 Plate Gnp DOL 100 TC 021 Vert(LL) 004 6-7 999 360 MT20 244/190 TCDL 100 Lumber DOL 100 BC 034 Vert(TL) 005 6-7 999 240 BCLL 0. 0 Rep Stress Incr NO WB 0 39 Horz(TL) 0.00 5 n/a n/a BCDL 50 Code FBC2014/TPI2007 Matnx-M) Weight 104 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No-3 BOT CHORD REACTIONS. (lb/ size) 8=859/0-7-4, 5=733/0-3-8 FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 1-8=653/0, 1-2=-170910, 2-3=1709/0. 3-4=1686/0. 4-5=-647/0 BOT CHORD 7-10=0/1686, 6-10=011686 WEBS 1- 7=0/1623, 2-7=-286/0, 3-6=308/0, 4-6=0/1621 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) 2- ply truss to be connected together with 10d (0 131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows. 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All bads are considered equally applied to all plies, except 9 noted as front (F) or back (B) face in the LOAD CASE(S) section Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated 3) "Semi - rigid pi chbreaks including heels" Member end fixity model was used in the analysis and design of this truss 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means 5) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 176 lb down at 2-1-8, and 176 lb down at 4-1-8, and 176 lb down at 6-1-8 on bottom chord The design/selection of such connection device(s) Is the responsibility of others. LOAD CASE( S) Standard 1) Dead + Floor Live (balanced) Lumber Increase=l 00, Plate Increase=l 00 Uniform Loads ( plf) Vert 1- 4=100, 5-8=-10 Concentrated Loads ( lb) Vert 8=- 64 6=176(13) 9=-176(B) 10=176(13) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D WARNING • Verity, design parameers and READ NOTES is base AND INCLUDED Mere REFERENCE PAGE Miv dual m building component, BEFORE USE. Design valid for use only with MiTekm connectors This design i5 baud only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is ahvays required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the IV fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexancina, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq 1-inVTribera-19t16B T11271839 P1986B-SM FT4 FLOOR i t Job Ref t nal ID 3zzrE5595gHBgKdROwR6OYzkwee-zntPgl69_kase_m_txTBdlLAheuIGCONBB2GBxzAluT 3-3-0 4x4 = 2 1x4 I Scale = 1 96 2x4 II 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 400 Plate Grip DOL 100 TC 034 Vert(LL) -0 02 3-4 >999 360 MT20 244/190 TCDL 100 Lumber DOL 1 00 BC 069 Vert(TL) -0 03 3-4 >999 240 BCLL 00 Rep Stress Incr NO WB 000 Horz(TL) 000 3 n/a n/a BCDL 50 Code FBC2014/TPI2007 (Matnx-M) Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-3-0 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=423/0-4-0, 3=706/Mechanical FORCES. (lb) - Max Comp /Max. Ten - All forces 250 (lb) or less except when shown NOTES- 1) Refer to girder(s) for truss to truss connections. 2) "Semi -rigid prtchbreaks Including heels" Member end fixity model was used in the analysts and design of this truss. 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) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 804 lb down at 2-1-12 on bottom Chord. The design/selection of such connection device(s) is the responsibility of others 5) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced) Lumber Increase=l 00, Plate Increase=l'.00 Uniform Loads (plf) Vert: 1-2=100, 3-4=10 Concentrated Loads (lb) Vert 5=-804(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Ve mly d-itin jxa—t— and READ NOTES ON TM AND INCLUDED MITEK REFERENCE PAGE M11.7473 —. IOM312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall tam building design Bracing Indicated is to prevent buckling of individual buss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DS849 and BCSI Building Componem 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandra. VA 22314 Tampa, FL 36610 Job Truss Truss Type pry Ply Park Sq HMTnbeca-196611 T71271 b10 P19116B-SM J5 JACK 9 1 h Mid -Florida Lumber, Bartow, FL 7 640 s Apr 19 2016 MTek Industries, Inc Fn Jun 02 14 43 45 2017 Page t ID 3zzrE5595gHBgKdROwR6OYzkwee-RzRn1 N6nl211G8LAOf?NAWuNz2LvWgXNgopgNzAluS 1-" 5-0-0 Scale = 1 17 3 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (Ioc) Vdefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 025 Vert(LL) -001 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 018 Vert(TL) -0 D4 4-7 >999 180 BCLL 00 ' Rep Stress Incr YES WB 000 HOrz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014f rPI2007 Matrix-M) Weight, 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purllns BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. ( lb/size) 3=111/Mechanical, 2=298/0-4-0, 4=46/Mechanical Max Horz 2=108(LC 8) Max Uplrft3=-60(LC 8), 2=-82(LC 8) Max Grav 3=111(LC 1), 2=298(LC 1), 4=76(LC 3) FORCES. ( lb) - Max Comp./Max Ten - All forces 250 (lb) or less except when shown NOTES- 1) Wind ASCE 7-10; VuR=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf; BCDL=3Opsf, h=25ft, B=45ft, L=24ft, eave=oft, Cat 11, Exp B, Encl , GCpi=O 18, MWFRS (directional), Lumber DOL=1 60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 lb uplift at Point 3 and 82 lb uplift at joint 2. 6) " Semi -rigid pilchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vwffy design pammefars and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MI47473 rev. 1010212015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq HnvTnbec 19868 T71271611 P1986B-SM J7 JACK 14 1 M10r101`102 Lumber, aanow, FL 640 s Apr 19 2016 MIt eK Industries, Inc rn Jun 02 14 43 45 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-RzRn1 N6n12iiG8LAQPNAWu1121z?fgXNgopgNzAluS 1-0-0 7-ao 3x4 = 4 Scale = 122 2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0.52 Vert(LL) -006 4-7 >999 240 MT20 2441190 TCDL 100 Lumber DOL 1.25 BC 037 Vert(TL) -0.16 4-7 >510 180 BCLL 0.0 ' Rep Stress Incr YES WB 0 00 Horz(TL) 0.01 2 n/a n/a BCDL 100 Code FBC2014frP12007 Matnx-M) Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5-7-6 oc purllns BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 3=157/Mechanical, 2=397/0-4-0, 4=61/Mechanical Max Horz 2=141(LC 8) Max Uplift3=-85(LC 8), 2=99(1-C 8) Max Grav 3=157(LC 1), 2=397(LC 1), 4=106(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, TCDL=4 2psf, BCDL=3 Opsf; h=25ft, B=45ft; L=24ft, eave=oft, Cat. II; Exp B, Encl , GCpi=0.18, MWFRS (directional), Lumber DOL=1 60 plate gnp DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) " This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-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 85 lb uplift at joint 3 and 99 lb uplift at joint 2 6) " Semi -rigid prichbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - verify dasrgn Paramafrs and READ NOTES ON TMS AND INCLUDED AffTEK REFERENCE PAGE MII-7473 — 1013312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not smug atrusssystemBeforeuse, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the MR fabrication, storage, delivery, erection and braung of trusses and truss systems, see ANS11TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East BNtl Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type city Ply Park Sq Hm/Tnbeca-1986-B T11271842 P7986B-SM KJ5 JACK 4 1 Mid -Florida Lumber, Banow, FL 7 640 s Apr 19 2016 MTek Industries, Inc Fn Jun 02 14 43 46 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-v9_AFj7QVvMgZtlwM_Mv4QSPSddk6wgcUXNCpzAluR 1-5-0 I 7-0-14 1-5-0 7-0-14 Scale = 1 16 9 U41 = r 7-0-14 7-0-14 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In floc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0O6 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 040 Vert(TL) -017 4-7 >506 180 BCLL 00 ' Rep Stress Incr NO WB 0.00 Horz(TL) 001 2 n/a n/a BCDL 100 Code FBC2014/TP12007 Matnx-M) Weight 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5-7-5 oc pudins BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/ size) 3=156/Mechanical, 2=429/0-fr7, 4=67/Mechanical Max Horz 2=108(LC 8) Max Uplrtt3= 73(LC 8), 2=130(LC 8) Max Grav 3=156(LC 1), 2=429(LC 1), 4=106(LC 3) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind ASCE 7-10, VuR=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3 Opsf, h=25ft, 13=45ft, L=24ft, eave=4ft; Cat 11, Exp B, Encl , GCpi=O 18; MWFRS (directional), Lumber DOL=1.60 plate gnp DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 73 lb uplift at joint 3 and 130 lb uplift at joint 2. 6) " Semi - rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 lb down and 11 lb up at 1-6-12, 51 lb down and 11 lb up at 1-6-12, and 70 lb down and 44 lb up at 4-4-12, and 70 lb down and 44 lb up at 4-4-12 on top chord, and 7 lb down and 2 lb up at 1-6-12, 7 lb down and 2 lb up at 1-6-12, and 17 lb down at 4-4-12, and 17 lb down at 4-4-12 on bottom chord The design/ selection of such connection device(s) Is the responsibility of others 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE( S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads ( plf) Vert: 1- 3=60, 4-5=20 Concentrated Loads ( lb) Vert. 10= 4(F=2, 9=2) 11=-1O(F=-5, B=-5) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies De WARNING - Verily only with parameters and READ NOTES is based AND INCLUDED Mters REFERENCE PAGE Mvdual rev. building component, BEFORE USE. Design veld for use ony with MTek® connectors This design is basetl only upon parameters shown, and is for an indmdual builtling component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Duality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Irdormabon available from Truss Plate Institute, 218 N Lee Street, Suite 312, Akxandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq HMrnbea-1966-B T71271 d43 P198613-SM KJ7 JACK 3 1 Job Refere e Mid-Florga Lumber, Barlow, FL. 7 640 s Mek IApr192016rntlustnes, Inc Fn Jun 02 14 43 46 2017 Page 1 ID 3zzrE5595gHBgKdRCw R6OYzkwee-v9_AFj7QWMgZtKvM_MWc] QVPSV4k2vgcUXNCpzAluR 9-10-13 1-SO 9-10-13 Scale = 1 22 3 3x6 = 5 3x4 = 9-10-13 9-10-13 Plate Offsets (X.Y)— f2,0-3-O.Edael LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) 11defl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 039 Vert(LL) -0 22 6-9 >543 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 095 Vert(TL) -0 58 6-9 >205 180 BCLL 00 ' Rep Stress Incr NO WB 0.26 Horz(TL) 001 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matnx-M) Weight 40 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 4-11-0 oc purllns BOT CHORD 2x4 SP No 2D BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=128/Mechanical, 2=542/0-6r7, 5=296/Mechanical Max Horz 2=142(LC 21) b Max Uplrft4=72(LC 8), 2=144(LC 8). 5=71(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-10=554/167, 10-11=536/176, 3-11=-485/176 BOT CHORD 2-13=245/505, 13-14=245/505, 14-15=245/505, 6-15=-245/505 WEBS 3-6=546/265 NOTES- 1) Wind ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3.Opsf, h=25ft, B=45ft, L=24ft, eave=oft, Cat. II; Exp B. Encl , GCpi=O 18; MWFRS (directional); Lumber DOL=1 60 plate grip DOL=1.60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 72 lb uplift at joint 4, 144 lb uplift at joint 2 and 71 Ito uplift at joint 5. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 lb down and 11 lb up at 1-6-12, 51 lb down and 11 Ito up at 1-&12. 70 Ito down and 44 lb up at 4-4-12, 70 Ito down and 44 lb up at 4-4-12, and 93 lb down and 77 lb up at 7-2-11, and 93 lb down and 77 lb up at 7-2-11 on top chord, and 7 lb down and 2 Ito up at 1-&12, 7 Ito down and 2 lb up at 1-6-12, 17 lb down at 4-4-12, 17 lb down at 4-4-12, and 33 lb down at 7-2-11, and 33 lb down at 7-2-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=1 25 Uniform Loads (plr) Vert 14=60, 5-7=20 Concentrated Loads (lb) Printed copies of this document areVert12=53(F=-27, B=27) 13=4(F=2, B=2) 14=-10(F=-5, B=-5) 15=-35(F=17, B=17) p not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verity design parameters and READ NOTES ON TtOS AND INCLUDED AOTEK REFERENCE PAGE 111II.7473 rev. 100117,2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and a for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members onty Adddioml tempaaryand permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the Is fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq HMTnbeca-19II&B T71271844 P79e6B-SM MG1 JACK 1 1 Mtd-Fkmda Lumber, Barim, FL 7 640 s Apr 19 2016 MRek Industries, Inc Fri Jun 02 14 43 47 2017 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-NMYYS282HfyOVSVZY4lrFxzjlsx3TUHggBHwkGzAluO 3-7-8 3+8 1 5x4 11 4x4 = 3x8 II 04 =4 LOADING (psf) SPACING- 1-0-0 TCLL 20.0 Plate Grip DOL 125 TCDL 10.0 Lumber DOL 1 25 BCLL 0.0 ' Rep Stress Incr NO BCDL 10.0 Code FBC2014/TP12007 Scale = 123 5 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TC 0.21 Vert(LL) 002 5-7 999 240 MT20 244/190 BC 052 Vert(TL) 005 5-7 999 180 WB 0 38 Horz(TL) 0.01 4 n/a n/a Matnx-M) Weight 40 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/ size) 1=974/0-4-0, 4=788/Mechanical Max Horz 1=57(LC 8) Max Uplift 1=226(LC 8), 4=209(LC 8) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1209/272 BOT CHORD 1-8=284/1081, 5-8=284/1081, 5-9=284/1081, 4-9=-284/1081 WEBS 2- 5=229/992.2-4=-1233/324 Structural wood sheathing directly applied or 5-1-6 oc puffins, except end verticals Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Wind ASCE 7-10; VuK=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft; B=45ft, L=24ft, eave=oft, Cat. II, Exp B; Encl., GCpi=0.18; MWFRS (directional), Lumber DOL=1 60 plate gnp DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fR 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 226 lb uplift at joint 1 and 209 lb uplift at joint 4. 6) "Semi - rigid pdGhbreaks including heels" Member end fixity model was used in the analysis and design of this truss 7) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 496 lb down and 130 lb up at 1-0- 12, and 496 lb down and 130 lb up at 3-0-12, and 496 lb down and 130 lb up at 5-0-12 on bottom chord The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE( S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads ( plf) Vert 1- 3=30, 1-4=10 Concentrated Loads ( lb) Vert 7=- 496(B) 8=496(B) 9=496(B) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verily design paramefars and READ NOTES ON THS AND INCLUDED "TEK REFERENCE PAGE N11-7473 rev 10/03/2015 BEFORE USE. Design valid for use only with MiTekO connectors This design is based only upon parameters shown, and IS for an ndivdual building component, not a truss system Before use, the building designer must verify the applirabiirty of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent tracing IS always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the If fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Crttena, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandra, VA 22314 Tampa, FL 36610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 3 " Center plate on joint unless x, y4offsetsareindicated. 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) Failure to Follow Could Cause Property Damage or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both sides Of truss 1 2 3 1. Additional stability bracing for truss system, e.g. and fully embed teeth. TOP CHORDS diagonal or x-bracing, is always required. See BCSI. 0-1 C1-2 c2a 2. Truss bracing must be designed by an engineer. For truss lateral braces themselves16, TI WEBS c3Y 4 O T , p U O wide spacing, individual may require bracing, or alternative Tor I bracing should be considered. y 3. Never exceed the design loading shown and never s` UCL stack materials on inadequately braced trusses. p 4. Provide copies of this truss design to the building i For 4 x 2 orientation, locate F- designer, erection supervisor, property owner and plates 0- 'lid' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully. Knots and wane at joint required direction of Slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSI/TPI 1. connector plates. P THE LEFT. 7. Design assumes trusses will be suAably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. Plate location details available in MiTek 20/20 software or upon request. NUMBERS/LETTERS. 8. Unless otherwise noted, moisture content lumber shall not exceed 19% at time of fabrication.. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted, this design is not applicable for ICC-ES Reports: use with fire retardant, preservative treated, or green lumber. The first dimension is the plate 10 Camber is a non-structural consideration and is the width measured perpendicular4x4 ESR-1311, ESR-1352, ESR1988 responsibility of truss fabricator. General practice is to to slots. Second dimension is ER-3907, ESR-2362, ESR-1397, ESR-3282 camber for dead load deflection. the length parallel to slots. 11 Plate type, sae, orientation and location dimensions indicated are minimum plating requirements LATERAL BRACING LOCATION 12. Lumber used shall be of the species and size, and Indicated by symbol shown and/or by text in the bracing section of the Trusses are designed for wind loads In the plane of the truss Unless Otherwise shown. in all respects, equal to or better than that specified. 13 Top chords must be sheathed or purlins provided at output. Use T or I bracing spacing indicated on design if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14 Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. BEARING established by others. Indicates location where bearings supports) occur. Icons vary but 2012 MiTek® All Rights Reserved 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. reaction section indicates joint number where bearings occur. 17. Install and load vertically unless indicated otherwise. Min SIZe shown IS for crushing Only. 18. Use of green or treated lumber may pose unacceptable 1 r r environmental, health or performance risks. Consult with project engineer before use. Industry Standards: ANSI/TPI1: National Design Specification for Metal 19. Review all portions of this design (front, back, words Plate Connected Wood Truss COnS1fUClIOn. and pictures) before use. Reviewing pictures alone Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, 20. Design assumes manufacture in accordance with Guide to Good Practice for Handling, t ANSI/TPI 1'Qualdy Criteria. Installing & Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet Mll-7473 rev. 10/03/2015 Permit # RECORD COPY City of Sanford Building and Fire Prevention Product Approval Lcification Form a O/ti 1 7 _ 1 77 1 li SaNFORO Project Location Address As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding. or4. 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 w/Sidelite FL8871.3 Sliding MI Windows and Door Series 420 Aluminum SGD FL15332.4 / FL 15332.5 Sectional Cloplay Building Products 94/T40-W4 FL15279 20 Roll U Automatic Other 2. Windows Single Hung MI Windows and Doors Series GA 195 Aluminum SH FL 15217.7 Horizontal Slider MI Windows and Doors Series GA 198 Alum Slider FL15288 2 / FL15288.1 /FL15288.5 Casement Double Hun Fixed MI Windows and Doors Series GA 195 Alum PicWre Fixed FL15278.8 Awning Pass Through Projected Mullions MI Windows and Doors 1442. 1448, 5348, 5548 Vertical FL 15333 4/FL15333.7 Wind Breaker Dual Action Other June 2014 V Category/ Subcategory Manufacturer Product Description Florida Approval # including decimal) 3. Panel Walls Siding James Harding Bldg Products Hardie Panel FL13223.2 Soffits Aluminum Coils, Inc Coils/Soffits FL12194.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other Huber Engineered Wood Zip System - Wall FL 17147.1 4. Roofing Products Asphalt Shingles IKO Industries, LTD Asphalt Shingles / Cambridge FL7006.1 Underla ments Warrior Roofing 15 and # 30 Roofing Felt FL2346.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 so rF Florida Building Code Online Page 1 of 4 0 yam,»:...------a>~:-.--. ' I SCIS Home Log In User Registration 1 Hot Topic Submit Surcharge ! slats h Facts Publications FBC Stag ( BCIS Site Map Unks Search 06da Product Approvaldop USER: Public User Product ADDroval Menu > Product or ADollcatbn Search > Application List > Application Detail FL # FL8871-R6 Application Type Revision Code Version 2014 Application Status Approved Comments Archived C Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rick-w@rwbldgconsultants.com Authorized Signature Vivian Wright nck-w@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 C Evaluation Report - Hardcopy Received Flonda 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 12/31/2018 Validated By Ryan J. King, P.E. C Validation Checklist - Hardcopy Received Certificate of Independence FL8871 R6 COI Certificate of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL8871 R6 Eauiv of STANDARDS.Ddf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgty3Ij Wak2nHr... 11/10/2016 Florida Building Code Online Page 2 of 4 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 05/29/2015 Date Validated 06/28/2015 Date Pending FBC Approval 07/05/2015 Date Approved 08/18/2015 Date Revised 10/13/2016 of Products FL # Model, Number or Name 8871.1 a. "ClassicCraft Rustic' Series Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: See INST 8871.1 for Design Pressure Ratings by specific Model and for any other additional use limitations and installation instructions. Description 3'6 x 8'0 "Impact" Opaque Fiberglass Radius Top Single Door (X) - Inswing or Outswing Installation Instructions FL8871 R6 II INST 8871.1.0 Verified By: Lyndon F. Schmidt, P.E. 43409 Created by Independent Third Party: Yes Evaluation Reports FL8871 R6 AE EVAL 8871.1.odf Created by Independent Third Party: Yes 8871.2 b. "ClassicCraft" or "ClassicCraft Rustic" Series 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R6 II INST 8871.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.2 for Design Pressure Ratings by FL8871 R6 AE EVAL 8871.2.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation Instructions. 8871.3 c. "ClassicCraft" or "ClassicCraft Rustic" Series 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite (OX or XO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R6 II INST 8871.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt,, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.3 for Design Pressure Ratings by FL8871 R6 AE EVAL 8871.3.odf 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.) Note - ASTM E1300-98 utilized for areas inside the HVHZ) 8871.4 d. "ClassicCraft" or "ClassicCraft Rustic" Series 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with Sidelltes (OXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R6 II INST 8871.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.4 for Design Pressure Ratings by FL8871 R6 AE EVAL 8871.4.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 "I" part numbers for these sidelites, which have been stained or painted within six months of Installation.) Note - ASTM E1300-98 utilized for areas Inside the HVHZ 8871.5 e. "FlberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - Senes Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R6 II Inst 6871.5.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8671.5 for Design Pressure Ratings by http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgty3Ij*Wak2nHr... 11/10/2016 Florida Building Code Online Page 3 of 4 specific Model and for any other additional use limitations I FL8871 R6 AE EVAL 8871.5.Ddf and installation instructions. Created by Independent Third Party: Yes 8871.6 f. "FiberClassic" or "SmoothStar" Series 310 x 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite (OX or XO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R6 II INST 8871.6.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.6 for Design Pressure Ratings by FL8871 R6 AE EVAL 8871.6.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 "I" part numbers for these sidelites, which have been stained or painted within six months of Installation.) Note - ASTM E1300-98 utilized for areas Inside the HVHZ 8871.7 g. "FiberClassic" or "SmoothStar' 3'0 x 8'0 "Impact' Opaque Fiberglass Single Door with Series Sidelites (OXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R6 II INST 8871.7.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.7 for Design Pressure Ratings by FL8871 R6 AE EVAL 8871.7.Ddf 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.) Note - ASTM E1300-98 utilized for areas inside the HVHZ 8871.8 h. "FiberClassic", "SmoothStar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door (XX) - ClasslcCraft" or "ClassicCraft Inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R6 II INST 8871.8.udf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.8 for Design Pressure Ratings by FL8871 R6 AE EVAL 8871.8.Ddf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.9 I. "FiberClassic", "SmoothStar", 60 x 8'0 "Impact" Opaque Fiberglass Double Door with ClasslcCraft' or'ClassicCraft Sidelites (OXXO) - Inswing or Outswing Rustic' Series - Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R6 II INST 8871.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.9 for Design Pressure Ratings by FL8871 R6 AE EVAL 8871.9.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and Installation instructions. (For Fiber -Classic and SmoothStar sidelites, this product approval requires the use of 7' part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ bad Nex Contact Us :: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cooyriaht 2007-2013 State of Flonda.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mall address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. `Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an en ail address which an be nude available to the public To determine if you are a licensee under ChapteJ 455, F.S., please dick bgrt. Product Approval Accepts: go ME 99 M http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgty3Ij Wak2nHr... 11/10/2016 Florida Building Code Online Page 4 of 4 Crecre Gard Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgty3Ij Wak2nHr... 11/10/2016 N THERMAITRU ( a) THERMA TRU DOORS 1 1 9 INDUSTRIAL DR., EDGERTDN, OH 4351 7 SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE DOOR INSWING / OUTSWING GENERAL NOTES "IM PACTrr 1. This product has been evaluated and is in compliance with the 5th Edition (2014) Flodda Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone' (HVHZ). 2 Product anchors shag be as Wed and spaced as shown on details. Anchor embedment to base material shag be beyond wait dressing or stucco. 3. When used in the'TiVHI' this product complies with Section 1626 of the Flodda Building Code and does not require an Impact resistant covering. 4. When used In areas outside of the "HVHZ'requiring wind bome debris protection this product compiles with Section 1609.1.2 of the FBC and does not require on impact resistant covering. This product meets missile level V and includes Wind Zone 4 as defined in ASTM E1996 and Section 1609.122 of the FBC. 5. For 2x stud framing construction, anchoring of these units shag be the some as that shown for N buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered orchitect. 7. Outswing configurations using coastal sill Item k4 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill item S5 under the door do not meet the water Infiltration requirements for the "HVHZ" and shag be installed only In non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF COtMKIS SHEET! DESCRIFrION 1 Typical elevations, design pressures 6 genercd notes 2 Door panel detch Smooth star 3 Door pmel details iFiber classic 4 Hodzonld cross sections 5 Vertical cross sections 6 Buck and from - 2X buck nwsorry construction 7 Rome anchorin - 1 X buck masonry construction 8 Bill of Materials L Components 37.75' MAX. FRAME WIDTH II 36.W' MAX. I PANEL WIDTH x P P i i1D OR E xlqi,' CYER L S 1 _ _ ESSU,RER5F) l!IsF,te4 pIM.11 .4 . v iSE s(T SMOOTH INSWING 37.75' x 98.00' 85.0 85.0 OUTSWING 37.75" x nmr 85.0 85.0STAR FIBER INSWING 37.75" x 18.00" 85.0 85.0 CLASSIC OUTSWING 37.75" x 96.50' 85,0 85.0 See Sheet tl for design pressure IrrJtations. scuE N.T.S. Durk• +': DWS auk. er: LFS FL-8871.5 7 of 8 EXTERIOR SainO; nnaz INTERIOR zE' a IL HORIZONTAL CROSS SECTION 47 m iLL C z Q: 21Rzi 4.02' V ED TYP. 4 m 13 CORNERS LQ5 OF PANEL EXTERIOR INTERIOR a A -T L ADETAILA-A FyI) QIPA.Nfl o ...... z 000000000000000 9u) 0000000 o 00000000000000 Mir o o oo oo oo oo oo oo 000000 —,T 18 HL" 000000000000000 D600000000 7 0000000oac000co 000000000000 o-o--o00os nNi Wa00000004% 00000000 o 28OPEN 00000000l[/, @ AREAMAX 2 VERTICAL CROSS SECTION DATE: 05122108 oo sc m- N.T.S. DWG. BY, DWS ro cWX BY. LFS DETAIL A -A BMWNG No.. Panel reinforcement FL-8871.5 oa as NOTE: WOOD DOOR COMPONENTS: FINE (SG >= 0.42) pur 2 or g z I1 L DETAIL A -A J DOOR NFL 60 Fber Cass. EXTERIOR INTERIOR 1 HORIZONTAL CROSS SECTION 11 3 TYP. 4 I I CORNERS!%! OF PANEL 1C11.LLQ w qAIL 00000000 62 000000000000000000000000000000000000000000000 1 0000'0 000000000000000 66 00000000 0000 00000000 O 000000 00000 . 0000O 00000 0000000 HINGE SiIIE 00000000 u 0000000 28.86%OPEN a000oAREA MAX000000000 L65000000000 DETAIL A•A Panel reinforcement NOTE: WOOD DOOR COMPONENTS: PINE (SG>= 0.42) 1. 111 I li-siEXTERIOR f` z l Twz 1 ar) Ea zmza Aa c ` cz Ca> EW INTERIOR 2 VERTICAL CROSS SECTION 3 j i N 11 W ? h N Q 1 N 1 N— O f z c DAlE: 05 22 08 i Sc• L N.T.S. f mvG. er: DWS cH rr: LFS i DMWWG NO. ° G FL- 8871.5 c cSHEET 3 or o D 5 5 gg' Q.; C I 'Y•.75 iG< n y znCe• v Pi R R i 9 e P rrirills on•: c a o U 19 aINTERIORFmm a` 4 ii d 1a 4 3 4 z EXTERIOR 40 0 7 1e A N + 60 i W 'zv E HW N i0 D Enne. (TYP.) D o e 4 5 g 5 5 5 5 3 HORIZONTAL CROSS SECTION rLqShownw/1X sub -buck L OAST 0.15" 7 3 CSINK CSINK I (TYP.) (TYP•) 0 e 9 9 e N rn 4 P W O 10 10 N N_ T INTERIOR INTERIOR o o 33 z N N z e Z Z a N 12 12 40 EXTERIOR EXTERIOR qp 14 DATE 05 22 O8 : 1-1/4•MIN. L C 11 60 60 C 16 scut N.T.S. 9 nwo. BY. DWS mFJ.1B. (IYP.) E 1 HORIZONTAL CROSS SECTION 21 HORIZONTAL CROSS SECTION Erne. RYp.) DwnNG NG.: q Outswing shown - kuwing q Outswing shown - kuvMg FL-8877.5 °moahoapprovedalsoapproved SHEET 4 OF 8 Q e. EXTERIOR J "`1/"' " INTERIOR 1 VERTICAL CROSS SECTION OWswing shown - Inswing also approved EXTERIOR 4 VERTICAL CROSS SECTION S hrwhg configuration see general notes, sheet l far'HVHr water Infiltration requkements INTERIOR EXTERIOR .... I)F-" INTERIOR VERTICAL CROSS SECTION Shown w/1Xsub-buck EXTERIOR INTERIOR 5 VERTICAL CROSS SECTION Inswing configurollon see general notes, sheet 1 for'HVHr water infiltration requirements A. INTERIOR EXTERI%5&irrr*t 8 °n 'o= s N •; z oga 0nn L 9 Cd WoaNma z 4 m 5 40 60 A Y a Fis ?d c v. o I vl 3 VERTICAL CROSS SECTION m5OWswingconfiguration ul U see general notes, sheet 1 for ,wmr infiltration o water requirements o Ka a III L ;: N INTERIOR EXTERIOR 6 VERTICAL CROSS SECTION 5 Outswing confguration see generd no es, sheet 1 Jar HVHr water infiltration requirements r N.T.S. er: OWS M. LFS W., FL-8871.5 5 of-8 1% A% C.). 4"... 0 do r Z a 10 az D 9 n TYP. HEAD & z a JAMBS MASONRY MASONRY TYP. HEAD & W IL360 OPENING OPENING JAMBS tv a: d E 0 LIVULFRAMEd C;UIn 2X BUCK--,, 2X BUCK ZO 0 0 BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB Masonry 2X buck construction CONCRETE ANCHOR NOTES: I. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortarjoints. Z Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: ANCHOR.. ANCHOR MIN. CLEARANCE MIN: CLEARANCE 10 jyPIE:Z: EMAEOMEIN TO M,4S0NRY-.:..,:: ADJACENT. ITIN TAPCON* ELCO ULTRACONS 1/4" 4" WOOD SCREW INSTALLATION NOTES: I. Maintain a minimum 518" edge distance, 1'end distance, & I * o.c. spacing of wood screws to prevent the splitting of wood. HINGE DETAIL LATCH A DEADIOLT DETAIL M N.T.S. Fr. DWS BY: LFS C .04 FL-8871.5 r . -L or r I- r. A AU. V IC to Z, II TYP. HEAD 4f4( P z do d 0JAMas z MASONRY OPENING 5 6, R fF yu FRAME 15 17 A rq 2 0 I X BUCK 0 LATCH & DEADBOLT DETAIL O LLL V) 0 HINGE JAMB STRIKE JAMB CONCRETE ANCHOR NOTES: FRAME ANCHORING 1. Concrete anchor locations at the comers may be adjusted to maintain the min. Masonry I X buck coratruclion 12edgedistancetomortarjoinft. 2. Concrete an hor locations noted as "MAX ON CENTEr must be adjusted to z maintain the min.edge distance to mortar joints, additional concrete anchors Lfil I-INI may be required a ensure the "MAX. ON CENTER" dimension are not exceeded. 12 KKI 3. Concrete anchor table: A"NCHOR 12 G MIN.:' MIN, COAPANCE MIN, C14AUNCE 1-1-16TYPE. EMBEDMENT - TQMA;OMRY_ .-TOADJAqEffy-_ 12 L zat.VU . .7 EDGE ANCHOR z a 5/22/0a zoITW TAPCON* N.T.S. 9 ITW TAPCONO 3/16* 1-1/4' 3- I-11r HINGE DETAIL DWG or. DWS If. LFS WOOD SCREW INSTALLATION NOTES: . DRAWWGsrNO.; I. Maintain a n**nLwn.51r edge distance, ]'end atonce, & I"o.c. spacing of wood screws to prevent the spitting of wood. FL-8871.5 130 sKEET 7 or _jL 4c BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A IX BUCK SG>=0.55 WOOD- 8 2X BUCK SG >= 0.55 WOOD C MAX. 1 /4" SHIM SPACE WOOD D 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE G 3/16" X 3-1/4" PFH ITW CONCRETE SCREW STEEL J 1/4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL L N 10 X 2-1/2" PFH WOOD SCREW STEEL 1 INSWING ADJUSTABLE THRESHOLD LS300AJ ALUM./WOOD 2 INSWING THRESHOLD (LS300HP5) ALUM./COMP. 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD (LSP30M ALUM./COMP. 4 OUTSWING COASTAL THRESHOLD ALUM./WOOD 5 OUTSWING STANDARD THRESHOLD ALUM./WOOD 6 INSWING THRESHOLD ALUM./COMP. 7 DOOR BOTTOM SWEEP VINYL 8 JAMB PINE SG>=0.42 WOOD 9 JAMB OAK SG >= 0.42 WOOD 10 WEATHERSTRIP FOAM 11 HINGE STEEL 12 N10 X 3/4" PFH SCREW STEEL 13 N9 X 3" PFH WOOD SCREW STEEL 14 LATCH STRIKE PLATE STEEL 15 SECURITY STRIKE PLATE STEEL 16 N8 X 2-1/2' PFH SCREW STEEL 17 N8 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 0.072" THK. SMOOTH STAR = 6,000 PSI MIN. FIBERGLASS 42 TOP RAIL SMOOTH STAR COMP. 43 LOCK STILE SMOOTH STAR WOOD/LVL 44 HINGE STILE ISMOOTH STAR WOOD 45 BOTTOM RAIL SMOOTH STAR COMP. 46 PANEL REINFORCEMENT 0.023"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 Fy = 6,000 PSI MIN. FIBERGLASS 62 TOP RAIL FIBER CLASSIC COMP. 63 LOCK STILE IFIBER CLASSIC WOOD/LVL 64 HINGE STILE FIBER CLASSIC WOOD 65 BOTTOM RAIL FIBER CLASSIC COMP. 66 PANEL REINFORCEMENT 0.023" THK. FIBER CLASSIC STEEL 67 FOAM CORE POLYURETHANE I 4S6" 9 L HEAD IDEJamb I ,10 O 5.Br r t. NLe J THRESHOLD Inswing sell-odjust I 5.75" 0 5 THRESH Outswup standard JJ rrI {IILII r Z THRESHOLD Insw4g adjustable 4.sr L 4 THRESHOLD Ouhwing coastal THRESHOLD wing MAX. DESIGN PRESSURE _ +/- 50 PSF N.r.s. aoa. m: DWS cwr. BY: LFS ort .m No.: FL-8871.5 Florida Building Code Online Page 1 of 3 r 5CIS Home I top In I User Registration Hot Topics Submit Surcharge I Stats h Fads Publications FBC Staff I BCIS Site Map Links Search o Product Approval USER: Public Userbdrrir Product Approval Menu > Product or Applrcabon Search > Application List > Applimtlon Detail FL # FL15332-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived D Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsidinger@mlwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer C Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entlty National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By Steven M. Urich, PE 9, Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL15332 R3 COI FLCOI.odf Standard AAMA/WDMA/CSA 301/I.S.2/A440 Method 1 Option D Year 2008 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 11 /10/2016 Florida Building Code Online Page 2 of 3 Date Submitted 10/29/2015 Date Validated 10/30/2015 Date Pending FBC Approval 11/01/2015 Date Approved 12/15/2015 Summary of Products FL 8 Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00500D.Ddf 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 FL15332 R3 AE 510807C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00498D.Ddf Approved for use outside HVHZ: Yes Verifed 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 R3 AE 510805C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO REINFORCED 145-3/4"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-02248B.odf 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 R3 AE 512968B.Ddf 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 Approved for use in HVHZ: No FL15332 R3 II 08-02249B.odF 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 R3 AE 512969B.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-02250B.odf 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 R3 AE 512970B.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.E SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00499D.odf 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 R3 AE 510806C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 I SERIES 420 REINFORCED I SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" ALUMINUM Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Installation Instructions FL15332 R3 II 08-00501D.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 11 /10/2016 Florida Building Code Online Page 3 of 3 Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510808C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"xB0" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00502D.Ddf 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 R3 AE 510809C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00503D.Ddf 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 R3 AE 510810C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone, 850-4E7-I824 The State of Floridan an AA,/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mall address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalis provided may be used for offldal cortrnunlatlon with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M] M xhc M Gredh Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 11 /10/2016 REVISIONS 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 DE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1 6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. B. 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 INSTALLATION DETAILS 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2'. MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO, XX, XP, PX, XIP, PIX I TABLE OF CONTENTS SHEET NO DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS I REV I DESCRIPTION I DATE I APPROVED A I ADDED FLANGE AND FIN INSTALLATION 112/10/13 I R.L ' I 8 REVISED INSTALLATION DETAILS 08/03/15 R.L. SIGNED: 1012312015 MI WINDOWS D LLC o 00 LAKE$ID PARKWDOOAY FLOWER MOUND, TX 75028 S r••VGENSF D51 SERIES420SGDREINFORCEDWITHOUTADAPTER96" x 96" k o+ f k7 f6YAcw=_ NOTESo• $STATE OF IFS ; c oRlo: G w DRAWN. DWG NO. REV 08 9 B SaLE NTS DA" 10/30/13 SHEET 1 OF 10 L. I FI HI 6' MAX 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 17" MAX O.C. 6" MAX I 17" MAX O.C. 16" _- LAX AME IGHT 6" MAX 6" MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t35.0PSF NONE SEE CHARTS #1 AND #2 FOR OTHER UNITS RATINGS REVISIONS DESCRIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L REVISED INSTALLATION DETAILS 08/03/15 R.L. CHART#/ WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. SEE NOTE 9 SHEET 1 Design pressure chart (pso Frame Haight Single Panel and Total Frame Width (In) 30.0 36.0 42.0 48.0 60.00 72.00 64.00 96.00 in) Pas Neg Pas Nag Pas Nag Pas Neg 84.0 40.0 58.4 40.0 50.9 40.0 45.7 4D.0 42.0 88.0 400 55.2 40.0 48.0 40.0 43.0 39.4 39.4 92.0 400 52.4 40.0 454 40 0 406 371 37.1 98.0 40 0 49.8 40.0 431 38.4 38.4 35.0 350 CHART 12 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET 1 Design pressure chart (p4 Frame Single Panel and Total Frame Width (In) Height 30.0 60.00 36.0 72.00 1 42.0 84.00 48.0 96.00 Pus Neg PasENeg Pas Neg 84.0 58.4 58 4 50 9 42.0 42.0 a8o 55.2 55.2 48 0 T43.0430 394 39.4 92.0 52.4 52.4 45.4 37.1 37.1 96.0 49.8 49.8 43.1 35.0 35 0 CHART #3 Number of anchor locations required Frame Single Panel and Total Frame VVdth (in) Haight n) 30.0 3i.0 42.0 48.0 60.0 72.0 84.0 96.0 H6S lamb HBS Jamb H6,S Jamb HLS Jamb 64.0 4 6 5 6 6 6 6 6 88.0 4 6 5 6 6 6 6 6 92.0 4 6 5 6 6 6 6 6 96.0 4 6 5 6 6 6 6 6 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" ELEVATION DRAWN: DWG NO. R V.L. 08-02249 SCALE NTS IDAIE 10/30/13 ISHEE2 OF 10 SIGNED: 1012312015 os R I I`rO G ENSF .d+ 0,.8 261 •• TTAATTrE OF i 7s/DNA11\\ 9 M FIR HE 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD do JAMBS SEE CHART N4 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX 1 17" MAX yO.C. 6" MAX 17' MAX O.C. 6• T- 4X WE SHT L 6" MAX 6' MAX 2) ANCHORS PER LOCATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL EXTERIOR VIEW SEE CHART #4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACTRATING REQUIRED t35.OPSF NONE SEE CHARTS /1 AND 02 SHEET 2 FOR OTHER UNITS RATINGS REVISIONS DESCRIPTION DATE MPROYED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L CHARTAV Number o/ anchor locations required Single Panel and Total Until Width (in) Frane Height in) 30.0 600 1 36.0 72.0 420 84.0 1 48.0 96.0 HiS Jamb H6S Jamb H6S Jamb HLS Jamb 04.0 4 6 5 6 6 6 6 6 88.0 4 6 5 8 6 6 6 6 920 4 6 5 8 6 8 6 6 96.0 4 6 5 6 6 5 6 6 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FIN ELEVATION DRAWN: DING NO REV V.L. 08-02249 B Sr•'r NTS PATE 10/30/13 I SHEET OF 10 SIGNED: 1012312015 R I IL/O Jv •\G E N 3F7cP_ oTATE OF0. 1/2" MIN. EDGE DISTANCE 1 3/8" MIN. WOOD FRAMING EMBEDMENT OR 2X BUCK BY OTHERS MAX. SHIM SPACE 10 WOOD SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR I I I I I I II 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 WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. IENT XN. IANCE REVISIONS DESCRIPTION DATE I APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 1 R L. REVISED INSTALLATION DETAILS 08/03/15 IRL 1 3/8" MIN. 1/4" MAX. EMBEDMENT F SHIM SPACE INTERIORI-- 1/2" MIN. EDGE DISTANCE a 1 n 10 WOOD U EXTESCREW WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS SIGNED: 1012312015 MI WINDOWS D LLC IR I ICPDOOyRYKEso FLOWER MOUND, TX 75028 5 r •GENS 9s 051 ,612k= mo SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FRAME INSTALLATION DETAILS' STATE OF 0•.C ORIOr. \ DRAWN: DWGN0. REV OB 49 B//i/•S DNA'IE G\\\ 50 SCALE NTSDATE10/30/13 4 OF 10 METAL STRUCTURE BY OTHERS 3/4" MIN EDGE DISTANCE 1/4" MAX. 9 r SHIM SPACE REVISIONS DESCRIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R L. 1/4• MAX. SHIM SPACE 10 SMS ORHWSELFDRILLING SCREW INTERIOR 3/4- MIN. EDGE DISTANCE a I EXTERIOR INTERIOR SILL TO BE SET IN #10 SMS OR A BED OF SELF DRILLINGAPPROVEDSEALANT SCREWS 10 SMS OR METAL SELF DRILLING STRUCTURE SCREW BY OTHERS EXTERIOR METAL STRUCTURE BY OTHERS JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLA77ON 3/4• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 1012312015 MI WI OOOLAKESIDARKWS D PDOOVR Y LLC FLOWER MOUND, TX 75028 S 1R111IO i/' N`,'J•%GENSF+` 0 6251 k =_ SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x AFRAMEINSTALLATIONDETAILS o OFOO•• TAT OF tU Fs.c(ORI Q: G\ sIOIIlAl11?\\\\ DRAWN: OWG N0. 08 REV B C'LE NTS DATE 10/30/13 sHmS9OF 10 t 2 1/2" MIN. EDGE DISTANCE n 1 1/4" MIN. a EMBEDMENT CONCRETE/ MASONRY 1/4" MAX BY OTHERS F SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR II II II II INTERIOR IFSILL TO BE SET IN A BED OF APPROVED SEALANT 1 1/4" MIN. a EMBEDMENT a REVISIONS DESCRIPTION DATE I APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R L. REVISED INSTALLATION DETAILS 08/03/15 R L. 1 1/4" MIN. EMBEDMENT 1 /4" MAX. 2 1/2" v I SHIM SPACE INTERIOR MIN. EDGE DISTANCE 3/16" TAPCON CONCRETE/MASONRY aBYOTHERS v EXTERIOR OPTIONAL 1X BUCK JAMB INSTALLATION DETAIL TO BE PROPERLY CONCAETEIMASONRY INS TALLA TION SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 2 1/2" MIN. EDGE DISTANCE SIGNED: 1012312015 VERTICAL CROSS SECTION MI WINDOWSI LLC lIL0//// CONCRETE/MASONAYINSTALUTfoN ROODLAKESIDDPARKWAY FLOWER MOUND, TX 75028 5 v •GEt"? SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 51 = 96" x 96" FRAME INSTALLATION DETAILS Z DRAWN: -0 NO. REV p S08 249 B 6'/0NA50SCALEDArENTS10/30/13 6 OF 10 j1E`` 1/2" MIN. EDGE DISTANCE WOOD FRAMING 1 3/8" MIN. OR 2X BUCK EMBEDMENT BY OTHERS 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/4" MAX. SHIM SPACE 10 WOOD SCREWS EXTERIOR U H 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 WITH ASTM E2112 f0 BE SET IN OF VED SEALANT MIN. v1ENT REVISIONS DESCRIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION, 12/10/13 R.L REVISED INSTALLATION DETAILS 08/03/15 R.L. 1 3/8" MIN. r 1/4" MAX. EMBEDMENT SHIM SPACE INTERIOR 1/2" MIN. EDGE DISTANCE IM., villill EXTERIOR WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS SIGNED: 1012312015 MI WIND1900CWS D DOORS LLC i'o LAKESIDE PARKWAY FLOWER MOUND, TX 75028 v •GENS 9J+ 0 51 * = SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FLANGE INSTALLATION DETAILS o = P TAT OF F`:cCOR1O: is/o AiIE DRAWN: DWD NO. 08-00227249 REV B s DATENTS 10/30/13 7 OF 10 0 3/4" MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 1 /4" MAX. SHIM SPACE REVISIONS DESCRIPTION DATE I APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. 1 /4" MAX. SHIM SPACE 10 SAPS OR SELF DRILLING T- SCREW 3/4" MIN. INTERIOR EDGE DISTANCE EXTERIOR INTERIOR SILL TO BE SET IN #10 SMS OR A BED OF SELF DRILLING APPROVED SEALANT SCREWS METAL SELF DRILLING STRUCTURE SCREW BY OTHERS EXTERIOR METAL BY OTHERS STRUCTURE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 3/4" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 1012312015 MI wle DPDOOVRS LLCOOLAKESIDEWS 0 9,t+ FLOWER MOUND, TX 75028 v•\GENS 0 51 * = SERIES 420 SGD REINFORCED WITHOUT ADAPTER 9ST x 96" FLANGE INSTALLATION DETAILS O"• TAT OF tyc DRAWN: OWG NO. REV V.L. 08-02249 B IIIIIAIIII XSDA`E NTS IDATE 10/30/13 ISHEET8 OF 10 2 1/2" MIN. { EDGE DISTANCE I E 1 1/4" MIN. n EMBEDMENT CONCRETE/ MASONRY 1/4" MAX. BY OTHERS - 1 SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON EXTERIOR H INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT REVISIONS DESCRIPTION DATE -PROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L REVISED INSTALLATION DETAILS 08/03/15 R.L 1 1/4" MIN. EMBEDMENT 1/4" MAX. c SHIM SPACE 2 1/2" MIN. EDGE DISTANCE v 3/16" TAPCON ' CONCRETE/MASONRY BY OTHERS v a a INTERIOR EXTERIOR 3/16" TAPCON JAMB INSTALLATION DETAIL OPTIONAL IX BUCK CONCRET&MASONRYINSTALLATION MASONRY/ TO BE PROPERLY CONCRETE SECURED BY OTHERS SEE NOTE 3 SHEET 1 NOTES: a' • T 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 1 1/4" MIN. NOT SHOWN FOR CLARITY. a' • EMBEDMENT 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE a • ' DESIGNED IN ACCORDANCE WITH ASTM E2112 d' d 2 1/2" MIN. SIGNED: 1012312015 VERTIEDGE DISTANCE TIONORSY MI WINDOWSDOORS LLC ILO41CONCREE/MASOAL INSTALLATION LAK SIDD PARKWAY R FLOWER MOUND, TX 75028 r •\GENSFgJ SERIES 420 SGD REINFORCED WITHOUT ADAPTER a 51 9ST x 96" A FLANGE INSTALLATION DETAILS 0 TAT OF FC jt1O DRAWN: OWC NO. REV O" s G\ - V. L. 08 SOEE249 B s ONAi,E\\\ DATENTS 10/30/13 9 OF 10 REVISIONS WOOD FRAMING BY OTHERS 1 1/4- MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN 8 WOOD SCREW APPROVED SEALANT BEHIND FIN 8 WOOD SCREW 1/4" MAX rSHIM SPACE 7/16" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 7/16" MIN EDGE DISTANCE II II EXTERIOR 1 1/4" MIN. EMBEDMENT WOOD FRAMING BY OTHERS 1/4" MAX. SHIM SPACE 1f-1 INTERIOR IAITCI7lltl7 TRIM REV DESCRIPDON DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 RA- 1 5/8" MIN. EDGE DIST. TRIM a 1 1/4" MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE T BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED Fl 3/16" EXTERIOR —— PANEL INTERLOCK HOOKSTRIP INSTALLATION MASONRY/CONCRETE 1/2" MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS 3/4" MIN. EDGE DISTANCE TRIM 1 3/8" MIN. EMBEDMENT INTERIOR HOOK STRIP HOOK STRIP 10 WOOD SCREW 10 SELF DRILLING SCREW PANEL EXTERIOR PANEL INTERLOCK EXTERIOR INTERLOCK 2X BUCIOWOOD FRAMING METAL STRUCTURE SIGNED: 1012312015 MI WINDOWSD LLC IILoVERTICALCROSSSECTION FRAMING PARKWAYY FLOWER MOUND, TX 75028 a\S+1R WOOD OR2XBUCK INSTALLATION r••OEN@*•giP i FOR SILL INSTALLATION SEE SHEETS 4-9 SERIES 420 SGD REINFORCED WITHOUT ADAPTER*• 0 61 *= NOTES: 96" x 96" 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY NAILFIN k HOOK INSTALLATION DETAILS 1• $TAT OF [yam 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN: DWG N0. REV DESIGNED ip'6•• 'cC O R10:' \ G \ INACCORDANCEWITHASTME2112/S' OB— 02249 B S/01111A111?\\\\ scA NTS DAB 10/30/13 10 OF 10 Florida Building Code Online Page 1 of 6 SCIS Home Lop in I User Registration i Hot TopicsSubmU itSurchargeStatsSFactsIPublicationsFBCStaffiBSSite Map Links Search b 1/ t a Product Approval rIUSER. Public User dbakCf.:.s aaxus Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail g r FL # FL15279-R4 Application Type Revision Code Version 2014 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 i Clopay Building Products Company 8585 Duke Blvd. Mason, OH 45040 513) 770-6062 mwesterneld@clopay. com Scott Hamilton shamilton@clopay. com Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Certification Mark or Llsting Certification Agency Intertek Testing Services NA, Inc. Validated By Gary Pfuehler Q Validation Checklist - Hardcopy Received ' Referenced Standard and Year (of Standard) Standard Year ANSI/ DASMA 108 2005 ANSI/ DASMA 115 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15279 R4 Eauly 20150319 - FBC - DASMA 108 eauiv.Ddf FL15279 R4 Eauiv 20150319 - FBC - DASMA 115 eoulv,odf Product Approval Method Method 1 Option A http:// www.floridabuilding.org/pr/Pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 11/10/2016 Florida Building Code Online Page 2 of 6 Date Submitted 03/19/2015 Date Validated 06/12/2015 Date Pending FBC Approval Date Approved 06/21/2015 Summary of Products Go to Page ii i 8 Page 1 / 8 d { FL 7t Model, Number or Name Description 15279.1 001 W3-09 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.) Single -Car (up to 9'0" wide) 64, 65, 62G, 62LG, 64G, SDP38, WINDCODE® W3 Garage Door SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof of inspection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-20 PSF FL15279 R4 C CAC W3 Listing Intertek.pdf 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 R4 II 101655-Rev12.Ddf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the Impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.2 002 W3-09 DSIE-IA471: GDISP, Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated GRSSP, GD1LP, GR1LP, AR1SP, EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) ARILP, EDSSP, ED1LP, 4132, 2132, Single -Car (up to 9'0" wide) WINDCODEO W3 Garage Door 6132, SFC38, MFC38 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL15279 R4 C CAC Letter with oroof of contract and proof of insoection.Ddf Impact Resistant: N/A FL15279 R4 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 R4 II 103952-RevOl.odf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.3 003 W3-09 DSIU-1A171: 9130, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9131, 9133, HDP13, HDPF13, Interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDPL13, 7130, 7131, 7133, 8130, WINDCODE(D W3 Garage Door 8131, 8133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4,C CAC Letter with proof of contract and proof of inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R4 C CAC W3 Listing Intertek.pdf Design Pressure: +20 PSF/-20 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL15279 R4 II 104175-Rev0l.pdF windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.4 004 W3-16 DSIE-1A171: 2050, 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 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof of inspection.pdFApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF FL15279 R4 C CAC W3 Listino Intertek.pdf 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 R4 II 101820-RevI3.0f 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: http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQ... 11/10/2016 Florida Building Code Online Page 3 of 6 15279.5 005 W3-16 DSIE-1A471: GD1SP, Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated GR1SP, GD1LP, GRILP, AR1SP, EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) AR1LP, ED1SP, EDILP, 4132, 2132, Double -Car (9'2" up to 16'0" wide) WINDCODE® W3 Garage 6132, SFC38, MFC38 Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL15279 R4 C CAC Letter with proof of contract and proof of inspection.pdf Impact Resistant: N/A FL15279 R4 C CAC W3 ListinO Intertek,Ddf 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 R4 11 104028-Rev0l.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.6 006 W3-16 DSIU-1A171: 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, WINDCODEO W3 Garage Door 8131, 8133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL15279 R4 C CAC Letter with proof of contract and proof of Inspection.Ddf Impact Resistant: N/A FL15279 R4 C CAC W3 Listino Intertek.Ddf 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 R4 11 104168-Rev0l.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the Impact resistant requirement for windbome Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.7 007 W3-16 PAN-2F153: 73, 1500, 75, 190, 84A, 94, 42, 48, 55, 425, 48B, 55S, 4RST, 6RST, 4RSF, 6RSF Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) WINDCODEp W3 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof of inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R4 C CAC W3 Listina Intertek.Ddf 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 R4 II 101308-Revl2.pdf windbome debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windbome Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.8 008 W4-09 DSIE-11`171: 4300, 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; 4301, 4310, 4400, 4401, HOG, interior skin 27 ga. min.) Single -Car (up to 9W wide) HDGL, HDGF, 66, 66G, 67, 67G, WINDCODEO W4 Garage Door 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 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 FL15279 R4 C CAC Letter with oroof of contract and proof of inspection.Ddf FL15279 R4 C CAC W4 Listing Intertek.Ddf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 101652-B-Rev11.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.9 009 W4-09 DSIE-11`471: GD2SP, Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS GR2SP, GD2LP, GR2LP, AR2SP, (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single AR2LP, ED2SP; ED2LP, 4302, Car (up to 9'0" wide) WINDCODEO W4 Garage Door HDGC, 6202, SFC68, MFC68 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes of inspection.pdf Impact Resistant: No FL15279 R4 C CAC W4 Listing Intertek.odf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions FL15279 R4 II 103969-B-Rev02.Ddf http://www.floridabuilding. org/pr/pr_app_dti.aspx?param=wGEVXQwtDgv3yV VKJZ 1 Q... 11 / 10/2016 Florida Building Code Online Page 4 of 6 DOES NOT meet the Impact resistant requirement for Verified By: Intertek Testing Services NA, Inc. windborne debris regions. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.10 010 W4-09 DSIU-1F171: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9201, 9203, HDP20, HDPF20, interior skin 27 ga. min.) Single -Car (up to 9'0' wide) HDPL20, 7200, 7201, 7203, 8200, WINDCODE@ W4 Garage Door 8201,8203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the Impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the Impact resistant requirement for wlndbome debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of insoection.pdf FL15279 R4 C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 104183-Rev0l.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.11 011 W4-09 DSIUO-11<479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.; Ridge/Brookstone interior skin 27ga. min.) with Overlay Single -Car (up to 9'0' wide) WINDCODE® W4 Garage Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof ofinsoection.odf FL15279 R4 C CAC W4 Listina Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 104456-Rev0l.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.12 012 W4-09 PAN-21`151: 73, 1500' Steel Pan (min. 25 ga.) Single -Car (up to 9'0' wide) 75, 190, 84A, 94, 76, 42, 48, 55, WINDCODE® W4 Garage Door 42B, 4813, 555, 4RST, 611ST, 4RSF, 6RSF, 211ST, GDSS, GDSSV, GRSS, GRSSV, ARSS, ARSSV, ED55, EDSSV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25 PSF/-32 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.13 013 W4-09 PAN-21`441: G4S, GS4, G4L, GL4, GD4S, GD4L, GR4S, GR4L, G4SV, G54V, G4LV, GL4V, GD4SV, GD4LV, GR4SV, GR4LV, E4S, E4L, ED4S, ED4L, E4SV, E4LV, ED4SV, ED4LV, SS4, SL4, A114S, AR4L, SS4V, SL4V, AR4SV, AR4LV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25 PSF/-32 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.14 014 W4-09 SPO-21`449: Grand Harbor, Stone Manor Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.Ddf FL15279 R4 C CAC W4 Listina Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 300159-B-Revl6.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single - Car (up to 9'0" wide) WINDCODEB W4 Garage Door Certification Agency Certificate FLIS279 R4 C CAC Letter with proof of contract and proof ofinsoection.odf FLIS279 R4 C CAC W4 Listing Intertek.Ddf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions FL15279 R4 II 103486-B-Rev08.pdf 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 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 11 /10/2016 Florida Building Code Online Page 5 of 6 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-32 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.15 015 W4-16 DSIE-11`171:4300, 4301, 4310, 4400, 4401, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5 PSF/-25.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.Ddf FL15279 R4 C CAC W4 Listmo Intertek.Ddf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 103549-Rev06.Ddf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; Interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODEO W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and Droof of Inspectlon.Ddf FL15279 R4 C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 101481-B-Revl3.pdf 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-11`471: GD2SP, _ GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, ED2SP, ED2LP, 4302, HDGC, 6202, SFC68, MFC68 Gallery/Artistry/Expressions: 2' Double -skin Insulated EPS exterior skin 27 ga, min.; Interior skin 27 ga. min.) Double- Car (97" up to 16'0" wide) WINDCODEO W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof of insoection.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL15279 R4 C CAC W4 Listing Intertek.pdf Design Pressure: +25.5 PSF/-25.5 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the Impact resistant requirement for FL15279 R4 II 104029-B-Rev03.Ddf windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.17 017 W4-16 DSIEO-11`479: Double Skin Insulated EPS (exterior skin 27 ga. min.; Coachman/Settlers/Affinity Interior skin 27ga. min.) with Overlay Double -Car (up to 16'0" wide) WINDCODE@ W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4•C CAC Letter with proof of contract and proof of inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R4 C CAC W4 Listing Intertek.Ddf Design Pressure: +25 PSF/-25 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 R4 II 103046-Rev07.vdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for wlndbome Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.18 018 W4-16 DSIU-1F171: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9201, 9203, HDP20, HDPF20, Interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) HDPL20, 7200, 7201, 7203, 8200, WINDCODEB W4 Garage Door 8201, 8203 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and Droof of insoection.DdfApprovedforuseoutsideHVHZ: Yes' Impact Resistant: N/A FL15279 R4 C CAC W4 Listing Intertek.Ddf Design Pressure: +25.5 PSF/-25.5 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 R4 II 104169-Rev0l.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 11 /10/2016 Florida Building Code Online Page 6 of 6 15279.19 019 W4-16 DSIUO-11C479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.; Ridge/Brookstone Interior skin 27ga. min.) with Overlay Double -Car (9'2" to116'0" wide) WINDCODE® W4 Garage Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25.5 PSF/-25.5 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). 15279.20 020 W4-16 PAN-21F153: 73, 1500, 75, 190, 84A, 94, 42, 48, 55, 4RST, 6RST, 4RSF, 6RSF, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +24 PSF/-24.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Go to Page = 0 Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.pdf FL15279 R4 C CAC W4 Listino Intertek.Ddf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 104457-Rev02.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of msoection.pdf FL15279 R4 C CAC W4 Listing Intertek.Ddf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 101711-5-Revl5.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: hack Nett 40 0 Page 1/ 8 0 0 Contact Us :. 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accesslbillty Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mall address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address H they have one. The emalls provided may be used for official communiotion with the licensee. However ennll addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine It you are a licensee under Chapter 455, F.S., please dick here . , Product Approval Accepts: to ® Cfeda Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 11/10/2016 HMM Y' ISrUW TARRIASE IOl>Z' —= MMl ADDS. HAS A GA a ftt CLITAY T,qL Y• GWLaes cossVmsJ In110wnsnr Ales A16SV ummi'm. "=r lilt Y 1 1 r7 nI I r r, r III IIIII IIIII I i ICI ICI ICI SHEEr 1 OF 2 IPZVI DATE a t Vao/o7 OPTIONAL GLAZING MAY BE STANDARD OR IMPACT RESISTANT GLAZING. SEE SECTION B-B FOR DETAILS. MAX. STANDARD SIZE IS 42-1/2'x16'. IMPACT 1MElLIEOIAIE R ($ *.max lv! 011i RESISTANT GLAZING IS 221-5e/61f14-1/5'. r. A1L7r1 711D Y-MRf G ff loA NI[ I off NBR rtnHKlA E L _ nI 1 i A ` ORAINL CUNGE KIM LOOK I'611110N LN1L [IODfI fmM - ts'-r CLASC SHOW W . 'QWVkW HQLW NIOR IWlD FM C ALSO APPIUh A DErAL. s1mataEas 1 4•x] a• 1A A 170LY x -C n SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL 'A' AND STANDARD CONSTRUCT DETAIL "B-; TRACK AND JAMB DETAILS. 112 12/200Y I AOIIED 'GAItNAOE HOUSE EMBOSS ODORS. I NBt 7 I b M NIL AC Rf0 ATIAOI[D A tba cm NIII HAlF11ifD MS). IOC fYs101monvu Vas r i:Y rT _ !u 3' TALLSECTIONA -A (SIDE vlEwtAR20GAGALV. 1LV. STEEL MIN. YELLD STRENG K, 50 KSI 2" THICK 3" T ' tra 12 GA GALV. STEEL TOP m ROLLER m EACHBRACKETATTACHED 4x5 6 SHEET METAL SHIP 1.1P JOIMREWS.• GA GALV. ROLLER HINGE H HINGE FASTENED TO END LES WITH (4) /14x5/8" 11/4 ET METAL SCREWS AND (4) x3/4' SELF TAPPING REWS. SEEVIEW' B1NDENSITYPOLYSTYRENEFOAMINSULATION 1-5/16' THICK WITH VINYL HARCELL BACKER (INSULATED MODELS ONLY)3' TALL x 20 GA GALV. STEEL U-BARS IN 25 GA. MIN. GALV. STEEL SKINA 2-1-2=1 PATTERN (I.E. TWO U-BARSONBOTTOMSECTION, ONE U-BAR ON NEXT WITH A BAKED -ON PRIMER, AND ABAKED-ON POLYESTER SECTION, ETC.). EACH U-BAR ATTACHED TOP COAT APPLIED TO BOTH WtM (2) i/4'x3/4' SELF TAPPING SCREWS LESIDESOFSTEEL. SKIN. PER STI LOCATION. Lo a o®m .on Inr IVR x usws tw frm. utm po. A000lsa n lH[ rlonot rNm m a 11[ NIOfHtpHl NAIAD Om[ M+m a AtQi-tW raR tl. Iwa+xr aorams q nwmrG AiesNr" N, ANRCyMAHr .sii[ Ali q f loiN •w"- A MYIIm Ofml NIIm01Y WY uttxan Lc s.c Lc Le Irw m xenrt v v to ar 13 GA GALV. STEEL BOTTOM NRACKEr. ATTACHED WITH (2) r14x5/6' SHEET METAL SCREWS. ALUMINUM EXTRUSION k VINYL WEATHERSTRIP. DESIGN LOADS: +24.0 PSF A -24.5 PSF TEST LOADS: +36.0 PSF Jk -37.0 PSF Clopa MPC' PAN-2F153 W Mrw HAK 6o- xYyy4 , BG'W x , 6 U-H 1NYTs 1/3/97 DE"'"n""' CLASSIC AND CH RP STEEL PAN Ildfng Products °MASOON55 D11O sob DR JAC DOUBLE -CAR, 16'W +24/-24.5 PSF m an (513) 770-4600 oeauLAV6r. NUUaEIH wH nfr' 101711 Oyy OlI.nHWl1 At WOW RANwL MWW IBC t LL M ! W M O W O G 1 - 7a, n L100. W LIP m4 ' LAG fTAOT] w . CDRrRL ,-1/r OJL VYNEIt I®ISIFm LAG 4 fRsf f PJIL\'s WT E oowllmulYlK (fur NOl ADllllr TY PRO" A FUMH f LOINIrM s"ACL I WWIAL 1Wo 0o NOT sta LYa 1 A!, 40 W, m 1 To Lra• s1a1T rAA1a 32• • IOso. 4 ary• >lrr,\( ANOWR pLn OY ar ra/1W DLM rm UK CONwr ID00. 4F n FLUSH A7 440 'r la I WSNmi Ytllrm MIN mr1K NICXORS w 1/ 4•.r TA/WN ll v ON lr !a(IfA CLM rm WL YNIGILM OR r ASD PANEL oDRllu (c-fo NYmq. 1' OA WAs11De AEWNFm fnI11 w00Nc a5 ANw016 WV E COINfp61AAl lNlf NOf R011RD) lO IRC.V[ A Fllil I G O G is YOYMmD fIMACL MOAQOIRK .MYfi 00 NGI 1MNW IGW LSi. msav, [ i. IEfF11 M IMMA T 181: A ILV® oFSGM m aesSV A10 EMPU TG 10 Nf10Ir AurRGI[ IASIWW 1]s Alaav ANO/011 AAt CONRCINA11oN[ Da may rfo.utw er AANe In elNm IMPACT RESISTANT ASSEMBLY DEVILS DRAWING 101711- A SECTION B— B MPA—R I rANT Q1 . OP1 ovAA tr FFgDN.L e]awDAc MastwAfl low t13. INM-M NSOr. nlrAAt Io rAnm. rfOR pCMC EILI' NE IWMII OWlrml ML Mm1 AND FMYQ IVKT AnWYM plr q 1{ Iw lR1m.R3 KTMNR FMmO 1. F1MF[ MN alnlaxr RDNr On II . yr rw xuY 1Monr aom MANE L ouaxY o un Lan M YVAM-Rmswrt STANDARD ASSEMBLY DETAILS DRAWING 101711-113 IRNG FRAL! MM LLV. Qu ON OMME SMACG NM 1XAT FII01/1 FRAAr 0 NARAYMN THAN WAR NASfN/i FRVAL CLADNO UMRQNH0. Ln! WM 11Lu/ 4' PANNrAoarActF. STANOA40 /SCTyBLY CONSTRUCTION: onw L m, oAs tll 1/r Acam ORs AVAIL'ILL OrIIOH•L AFJ1111C mA7N0 s RAm om orw w L.= CI AI %DM EQ rlAtlm N AOmIDNIC[ MM W/M THE W p111AE OYOR AWEXIM IIS[41ID N fifammICr OF 11 m:Rll IEInMMIDLG1DAmIIOmFIfDiMRDRDAf11GINC000EwfT10fN110114. IIaDaD OOKE sI1T 001i1@ LEQ M WACT INSTANT YI111lLdf ILA WDSOAIE Or1A6IIOa010MY. CHAIIDI 19 F§C/ WC} floc 1101AGNf n ooYR Nmu11 ( 10 mm a MUM P" AW/jv m aA IWL Y. LY. Am OD alaL m G G4Y. WEL IAML 57 12 DA OALV.11(IRACKDf1N m wMI MN Nlr f/Ir.1- r/LN a 6L GYY. VGI¢T.NIIOf 11• -I w A,= m,ftrr YALV. firs llWaf v 4GOALY. ANIFR MKM EMN HWA1a aA GALX sIm TGrA]IDWmrd/ii D 10 W FMn M (4) PM`)w i Ma oNt, TKO ,/ 411 rIr10Rw1tNYM slol Tim Ro1lfW MN AWLOOIOOIYllgll SFLIIOY Sim w M11GN M et 1CD7 M ODOY K M sL7'ORINO snmlT11NL 6EYFNR m E M R610M.SalI1T 01 M FAME MAL OF R M M llm W fIR11C,W ANp N A MN CWAM NAGNY =0 M M IGE US w M CRWI6 P. E. NARK WCSTFRFYLD, MOTE; TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE WIND LOAD RATING OF THIS DOOR InRDI" YilLlJO DO Sllll) r PAL. ooaM ANY Iwm1 Tla nlA raY. sTm RAY RUCItQ. lNR TOP BRACKET tASlntm TY f000 Mm DOUBLE HORIZONTALi/r Wwo L.w G salDri TRACK OOUBL 7R0IOW NFLOROMI OITON r aLY sirs Dual - MOL D TMmIL® .YO' M. 2- 1/r.12 CA GLV. Tim TIVO( fMf U. 4) TWM MAfJIEO rill ME. LfdDI00r. I 1{L M• TI L- L Y®F3 YRs ID D¢ cm r YOmu r TAu amll1] G fKV. nm RAY MAO u F I)tl1yFA 10 1p a=MM T11C1YrrxY liram.nL TIIAIX 1BG10• NILIAxf AMMOY'iID OG AI aElr AND TW L MooYla avD1 12'-o' Iurll FNMA( rx® LYFLw FA rA MM rO A& rI=. M 1,oRETAILvRoo. IrY 1DESIGNAIDAD6.0 P PSF k 7.0 P PSF TEST LOADS: +38.0 PSF & —37.0 PSF Florida Building Code Online Pagel of 5 BCiS Home , Login User Registration , Hot Topic Submit Surcharge ' Stats & Facts Publications : FBC Staff I BCIS Slte Map Links I Search h Product Approvaldbpra USER Public User Product Approval Menu > Product or Application Search > Application Lis > Application Detail r • FL # FL15217-R4 Application Type Revision Code Version 2014 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 Florida Engineer or Architect Name who developed the Evaluation Report Florida License 4 Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 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 Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer III Evaluation Report - Hardcopy Received Luis Roberto Lomas PE-62514 National Accreditation & Management Institute 12/31/2017 Steven M. Unch, PE Validation Checklist - Hardcopy Received FL15217 R4 COI FLCOI.odf Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E1886 ASTM E1996 ASTM E1996 ASTM E330 Year 2005 2008 2005 2002 2005 2002 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR. 6/8/2017 Florida Building Code Online Page 2 of 5 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 06/25/2015 06/30/2015 07/06/2015 08/19/2015 Summary of Products Go to Page 0 O Page 1/ 2 m FL al: Model, Number or Name Description 15217.1 SERIES 5500 PVC SH SERIES 5500 PVC SH TWIN NI CONTINUOUS HEAD AND SILL 84X84 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-01928A.odf 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 FL15217 R4 AE 512636A.Ddf PRESSURE RATINGS. Created by Independent Third Parry: Yes 15217.2 SERIES 5500 PVC SH SERIES 5500 PVC SH NI 42X84 Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS217 R4 II 08-01927A.Ddf 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 FL15217 R4 AE 512635A.Ddf PRESSURE RATINGS. Created by Independent Third Party: Yes 15217.3 SERIES 5500 PVC SH SERIES 5500 PVC SH NI 48X72 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-02719.1)df 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 FL15217 R4 AE 513503.Ddf PRESSURE RATINGS. Created by Independent Third Party: Yes 15217.4 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 44X84 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-00261E.odf Approved for use outside HVHZ: Yes FL15217 R4 II 08-00262E.Ddf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS FL15217 R4 AE 510338C.pd Created by Independent Third Party: Yes 15217.5 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-01331B.Ddf 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 FL15217 R4 AE 511943C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15217.E SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 44X84 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-00265E.Ddf Approved for use outside HVHZ: Yes FL15217 R4 II 08-00266E.Ddf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15217 R4 AE 510340D.Ddf Created by Independent Third Party: Yes 15217.7 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-01217B.Ddf http://www.floridabuilding.org/pr/Pi_app_dti.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR... 6/8/2017 Florida Building Code Online Page 3 of 5 Approved for use outside HVHZ: Yes FL15217 R4 II 08-01218B.Ddf Impact Resistant: No Venfied By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15217 R4 AE 511797C.Ddf Created by Independent Third Party: Yes 15217.8 SERIES GA 195 ALUMINUM TRIPLE SH SERIES GA 195 ALUMINUM TRIPLE SH NI CONTINUOUS HEAD AND SILL 108X72 NON IMPACT Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-02247A.Ddf 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 FL15217 R4 AE 512967A.odf PRESSURE RATINGS. Created by Independent Third Party: Yes 15217.9 SERIES GA 195 ALUMINUM TWIN SERIES GA 195 ALUMINUM TWIN SH NI CONTINUOUS HEAD SH AND SILL 88 1/8X72 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-00255D.odf Approved for use outside HVHZ: Yes FL15217 R4 II 08-00256D.Ddf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15217 R4 AE 510335D.Ddf Created by Independent Third Party: Yes 15217.10 SERIES GA 195 ALUMINUM TWIN SH SERIES GA 195 ALUMINUM TWIN SH NI CONTINUOUS HEAD AND SILL 105 3/8X71 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-00049D.Ddf Approved for use outside HVHZ: Yes FL15217 R4 II 08-00108D.odf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15217 R4 AE 510053D.Ddf Created by Independent Third Party: Yes 15217.11!!SERIES GA 275 THERMALLY SERIES GA 275 THERMALLY BROKEN ALUMINUM TILT SH NI BROKEN ALUMINUM SH 48X72 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-00815D.odf Approved for use outside HVHZ: Yes FL15217 R4 II 08-00816D.Ddf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15217 R4 AE 511360C.Ddf Created by Independent Third Party: Yes 15217.12 SERIES GA 275 THERMALLY BROKEN ALUMINUM SH SERIES GA 275 THERMALLY BROKEN ALUMINUM SH NI 55 1/8X90 5/8 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-02735.Ddf 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 FL15217 R4 AE 513519.Ddf PRESSURE RATINGS. Created by Independent Third Party: Yes 15217.13 SERIES GA 275 THERMALLY SERIES GA 275 THERMALLY BROKEN ALUMINUM SH NI BROKEN ALUMINUM SH 48X84 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-02715.Ddf Approved for use outside HVHZ: Yes Venfied 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 FL15217 R4 AE 513497.Ddf PRESSURE RATINGS. Created by Independent Third Party: Yes 15217.14 SERIES GA 275 THERMALLY SERIES GA 275 THERMALLY BROKEN ALUMINUM SH NI BROKEN ALUMINUM SH 36X60 FINLESS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Installation Instructions FL15217 R4 II 08-02720.0df Venfied By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR... 6/8/2017 Florida Building Code Online Page 4 of 5 Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15217 R4 AE 513504.Ddf PRESSURE RATINGS. I Created by Independent Third Party: Yes 15217.15 SERIES GA 275 THERMALLY BROKEN ALUMINUM SH SERIES GA 275 THERMALLY BROKEN ALUMINUM SH NI 48X72 FINLESS Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-02721.Ddf 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 FL15217 R4 AE 513505.odf PRESSURE RATINGS. Created by Independent Third Party: Yes 15217.16 SERIES GA 275 THERMALLY BROKEN ALUMINUM SH SERIES GA 275 THERMALLY BROKEN ALUMINUM SH NI 48X84 FINLESS Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-02722.Ddf 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 FL15217 R4 AE 513506.odf PRESSURE RATINGS. Created by Independent Third Party: Yes 15217.17 SERIES GA 275 THERMALLY SERIES GA 275 THERMALLY BROKEN ALUMINUM TILT TWIN BROKEN ALUMINUM TWIN SH SH NI 88 1/2X72 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-00817D.Ddf Approved for use outside HVHZ: Yes FL15217 R4 II 08-00818D.Ddf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15217 R4 AE 511361C.odf Created by Independent Third Party: Yes 15217.18 SERIES GA 505 ALUMINUM SH SERIES GA 505 ALUMINUM SH NI 44X84 FINLESS Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-02723.Ddf 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 FL15217 R4 AE 513507.Ddf PRESSURE RATINGS. Created by Independent Third Party: Yes 15217.19 SERIES GA 505 ALUMINUM SH SERIES GA 505 ALUMINUM SH NI 52 1/8X95 1/2 FINLESS Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 11 08-02724.odf Approved for use outside HVHZ: Yes Venfied 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 FL15217 R4 AE 513508.Ddf PRESSURE RATINGS. Created by Independent Third Party: Yes 15217.20 SERIES GA 505 ALUMINUM SH SERIES GA 505 ALUMINUM SH NI 53 1/2X71 1/2 FINLESS Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R4 II 08-02725.Ddf 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 FL15217 R4 AE 513509.odf PRESSURE RATINGS. Created by Independent Third Party: Yes Go to Page = ai 0 0 Page 1/ 2 0 m back Nert Contact Us 2601 Blair Stone Road, Tallahassee FL 32399 Phone, 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida.:: Privacy Statement : Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emads provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: R Eq0 hnp://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1QR... 6/8/2017 Florida Building Code Online Page 5 of 5 Credit Card j Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 QR... 6/8/2017 L. Roberto Lomas P.E. 233 W. Main St. Danville, VA 24541 434-688-0609 rllomas@lrlomaspe.com Manufacturer: MI Windows and Doors LLC 1001 W. Crosby RD. Carrollton, TX 75006 Engineering Evaluation Report Product Line: Series GA 195 Aluminum SH Window — Non -Impact Report No.: 511797C Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method 1(d). The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-01217, Revision B, and drawing number 08-01218, Revision B, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test report No.: CCLI-11-031 signed by Wesley Wilson Construction Consulting Laboratory International, Carrollton, TX AAMA/WDMA/CSA 101/I.S 2/A440-05 Design pressure: +47 2/-50 Opsf Water penetration resistance: 6.Opsf (per gateway, report CCLI-13-157) 3 Anchor calculations, report number 511791-1 and comparative analysis report number 511791-2, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: Refer to installation drawing. Maximum unit size: 54" x 72" Units must be glazed per ASTM E 1300-04. This product is not rated to be used in the HVHZ. This product is not impact resistant and requires impact protection in wind borne debris regions. Frame material to be Aluminum 6063-T5. Installation: Units must be installed in accordance with approval document, 08-01217, Revision B and 08-01218, Revision B. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 11111111!/ 0 51 ' yt o • TAT 0 F s 0NAL,E? Luis R. Lomas, P.E. FL No.: 62514 05/04/2015 NOTES- 1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2 WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD 3 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7 BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8 SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 9. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 10. FRAME MATERIAL, ALUMINUM 6063—T5. 11. UNITS MUST BE GLAZED PER ASTM E1300-04 12. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS 13 FOR ANCHORING THROUGH FRAME 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 14 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 SHEET NO. 1 2 3 — 5 REVISIONS DESCRIPTION DATE APPROVED REVISED NAME 10/15/13 R L REVISED INSTALLATION DETAILS 05/04/15 R L 15. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #8 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. 16. ALL FASTENERS TO BE CORROSION RESISTANT. 17 INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER) D. METAL STRUCTURE STEEL 18GA, 33KSI OR ALUMINUM 5063—T5 1/8" THICK MINIMUM MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD. CARROLLTON TEXAS 75006 TABLE OF CONTENTS SERIES GA 195 RECTANGULAR SH WINDOW DESCRIPTION 54" X 72" NON -IMPACT NOTES NOTES ELEVATION AND CHARTS INSTALLATION DETAILS DRAWN OWG NO F.A. 08-01217 SCALE NITS IDATE 02/17/2011 1 SHEET OF 5 SIGNED: 0610312015 1R fLl0 E N $ -y'p 0 5'.*: E OF ; Q RB . o sSONA 11 ao\'\: f I FE HE 54" MAX FRAME WIDTH 6" MAX 12" MAX O.C. 6" MAX J 16"M O J 12" IAX AME IGHT i- 6" MAX ELEVATION DESIGN PRESSURE RATING IMPACT RATING 47.2/-50.OPSF NONE 6" MAX ANCHORS TO BE EQUALLY SPACED SEE ANCHOR CHARTS FOR REQUIRED NUMBER OF ANCHORS REVISIONS REV I DESCRIPTION DATE APPROVED A REVISED NAME 10/15/13 R.L. B REVISED INSTALLATION DETAILS 05/04/15 R.L. Design pressures for units glazed with IOU 3132"annealed (psf) Frame Frame width (In) Height 19.13 26.50 3050 3700 1 5213 5400 11n) Pos I Neg Pos Neg Pos Neg Pos Nag Pos Neg Pos Neg 26.00 800 750 800 750 600 750 600 750 800 750 600 750 3e.3e 600 75 0 600 750 600 75.0 60.0 75.0 53.3 533 533 53.3 50.63 600 750 600 750 800 750 600 750 53 5 535 535 535 64.43 600 750 600 750 600 750 800 75,0 53.4 53 4 53.4 534 6200. 600 750 600 750 600 750 600 70 6 51.1 51 1 483 46.3 72.00 60 0 750 800 750 600 739 600 61.6 42.0 429 42.0 429 in areas wnere water restsunce Is requirea, posaw oengn pressure is umnea to •su.ursr Design pressures for units glazed with IGU 11e"annealed (par) Frame Frame width (In) Height 1e13 26.50 3050 37.00 5213 54.00 In) Pos Neg Pos I Nog Pos Nog Pos Nap Pos Nog Pos Neg 2000 800 750 800 1 750 60 0 750 800 750 60.0 750 600 750 3e.31 600 750 60 0 7s 0 60 0 750 600 750 60.0 750 800 750 6063 600 750 60 0 75 0 600 750 800 750 60.0 849 585 61 9 e4.63 60.0 750 60,0 75 0 600 75.0 800 75.0 56.2 61.7 55,5 588 0200 600 750 600 750 600 750 600 750 53.9 571 513 54.3 72.00 60 0 75 0 60 0 75 0 800 75.0 600 75.0 49.6 52.7 47 2 50 0 Number of anchors required Fromo Unit width (in) Wight in) 19.13 Head Jamb 20.50 Head Jamb 30.50 Head Jamb 37.00 Hod Jamb 1 52.13 Head Jamb 54.00 Had Jamb 26.0 2 2 3 2 3 2 3 2 5 3 5 3 3e.1 2 3 3 3 3 3 3 3 5 4 5 4 50.6 2 3 3 3 3 4 3 4 5 5 5 5 54.e 2 3 3 3 3 4 J 4 5 5 5 5 62.0 2 4 3 4 3 4 3 5 5 5 5 5 72.0 2 4 3 5 3 5 3 6 5 6 5 6 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD. CARROLLTON TEXAS 75006 SERIES GA 195 RECTANGULAR SH'WINDOW 5 4 " X 72" NON -IMPACT ELEVATION AND CHARTS F.A. I 08-01217 SCALE NTS IDATE 02/17/2011 1 SHEET OF 5 SIGNED: 0610312015 0'y///% f•, G.EE i S,7`,P OF AL1EaG\ f 7/16" MIN EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD do APPROVED SEALANT r 1 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE 8 WOOD SCREW 7FEXTERIORINTERIOR 1 1/4" MIN._ EMBEDMENT 7/16" MIN EDGE DISTANCE REVISIONS REV DESCRIPTION DATE APPROVED A REVISED NAME 10/15/13 R L B REVISED INSTALLATION DETAILS 05/04/15 R L 1/4" MAX. SHIM SPACE 7. INTERIOR N8 WOOD SCREW SILL TO BE SET IN A BED OF WOOD FRAMING EXTERIOR APPROVED OR 2X BUCK BACKER ROD BACKER RODASlHIM BY OTHERS do APPROVED6cAPPROVEDSEALANTSEALANT SEALANT WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK" MAX. WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS SPACE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES 1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD. CARROLLTON TEXAS 75006 SERIES GA 195 RECTANGULAR SH WINDOW 54" X 72" NON —IMPACT INSTALLATION DETAILS DRAWN DWG NO F.A. 08-01217 SCALE NTS JDAIE 02/17/2011 1 SHEEf3 OF 5 SIGNED: 0610312015 g1R II L/0/i ENSF LP' TOAATTVO ; L& REv iiOFiS`;(ORO' *A-1- B i /'ONAL1'ea\\\ 5/8" MIN EDGE DISTANCE~ r 1/4" MAX METAL SHIM SPACE STRUCTURE BY OTHERS APPROVED SEALANT H8 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR SILL TO BE SET IN A BED OF APPROVED BACKER ROD SEALANT do APPROVED SEALANT 1/4" MAX SHIM SPACE METAL STRUCTURE BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES 1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 REVISIONS DESCRIPTION DATE APPROVED REVISED NAME 10/15/13 R.L REVISED INSTALLATION DETAILS 05/04/15 R L 1/4" MAX SHIM SPACE 8 SMS OR INTERIOR SELF DRILLING SCREWS 5/8" MIN. EDGE DISTANCE T EXTERIOR METAL BACKER ROD STRUCTURE APPROVED BY OTHERS SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0610312015 MI WINDOoWSW ARDBDOORS LLC o i CARROLLTON TEXAS 75006 A'.J+ 0 6SERIESGA195RECTANGULARSHWINDOW 54" X 72" NON —IMPACT INSTALLATION DETAILS Q+( oO. 57 E OF 7whr iFS'c OR10' DRAWN DWG NO REV B 7%/I11NA110a\\\ scALE NT$ DATE OZ/17/ZO1108 SOREE 47OF 5 f. W CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 2 1/2" MIN, ' EDGE DISTANCEr a I1 1/4" MIN EMBEDMENT REVISIONS DESCRIPTION DATE I APPROVED REVISED NAME 10/15/13 R L REVISED INSTALLATION DETAILS 05/04/15 R.L. BACKER ROD 1/4" MAX J 1 1/4" MIN. 1/4" MAX do APPROVED SHIM SPACE EMBEDMENT SHIM SPACE SEALANT 3/16" TAPCON OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 e INTERIOR 3/16" TAPCON n EXTERIOR INTERIOR 2 1/2" e MIN EDGE SILL TO BE SET IN A BED OF DISTANCE EXTERIOR BACKER ROD APPROVED SEALANT do APPROVED BACKER ROD SEALANT do APPROVED 1/4" MAX SEALANT OPTIONAL 1X BUCK j SHIM SPACE CONCRETE/MASONRY SEE NOTE 3 — 7 SHEET 1 IL BY OTHERS JAMB INSTALLATION DETAIL r CONCRETEIMASONRY INSTALLATION CONCRETE/MASONRY BY OTHERS e e NOTES e 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE VERTICAL CROSS SECTION DESIGNED IN ACCORDANCE WITH ASTM E2112 CONCRETE/MASONRY INSTALLATION SIGNED: 0610312015 LLCMIWIND1001w. WS cRoseDOORSRD.\\\J\51I1t L0 ''/ CARROLLTON TEXAS 75006 OEIVSFt; j SERIES GA 195 RECTANGULAR SH WINDOW J0,261Jt • 54" X 72" NON —IMPACT g( C(c€yNp ¢= INSTALLATION DETAILS 0 jA OF DRAWN DWG NO REV S :c O R I'D B Sj/1111110 SCALE NTS DATE 02/17/201108 SHEET 57OF 5 NOTES- 1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2 WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4 WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5 WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD 7 BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8 SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 9 WIND LOAD DURATION FACTOR Cd=1 6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 10. FRAME MATERIAL, ALUMINUM 6053—T5. 11. UNITS MUST BE GLAZED PER ASTM E1300-04. 12. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS 13 FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE k8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 14 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. REVISIONS DESCRIPTION DATE 1 APPROVED REVISED NAME 10/15/13 R L REVISED INSTALLATION DETAILS 05/04/15 R L 15. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #8 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. 16 ALL FASTENERS TO BE CORROSION RESISTANT 17 INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW. A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE STEEL 18GA, 33KS1 OR ALUMINUM 6063—T5 1/8" THICK MINIMUM I TABLE OF CONTENTS 1 SHEET NO DESCRIPTION 1 NOTES 2 ELEVATION AND CHARTS 3 — 5 INSTALLATION DETAILS SIGNED: 0610312015 MI WINDOWS w.cRosBD00RS LLC ` Y RD.\`,J'S RII`o ,// CARROLLTON TEXAS 75006 `\.••GENs'•1.4p SERIES GA 195 DESIGNER SH WINDOW *• 0.6125 *= 54" X 72" NON -IMPACT — + k(rf{r NOTES; STATE OF ; w` DRAWN DWG NO. REV •.QRSQ••\\\ GALE DATE 08 501218 B i ss pNAL1 aG\\ NTS 02/17/2011 1 OF 5 REVISIONS REV DESCRIPTION DATE APPROVED 54" MAX FRAME WIDTH A REVISED NAME 10/15/13 RL 6" MAX I-12" MAX 0 C. ---6" MAX B REVISED INSTALLATION DETAILS 05/04/15 R L ANCHORS TO BE EQUALLY SPACED SEE ANCHOR CHARTS FOR REQUIRED NUMBER OF ANCHORS Design pressures for units glazed with I131.13/32" arms aled (poll Frame Frame wldth(in) 6' MAX 16" MAX 0C. Height 1913 1 26.50 1 30.50 1 37.00 52.13 5400 In) Pos Nag Pos Neg Pos Nag Pos Neg Pos Nag Pos Neg 26.00 600 750 500 750 600 750 600 750 600 750 500 750 36.36 600 750 600 750 600 750 600 750 533 533 533 533 50.63 60.0 75.0 600 750 600 750 600 750 535 535 535 535 54.63 500 750 600 750 600 750 600 750 534 53.4 53 4 53 1 62.00 800 750 800 750 600 750 800 708 51 1 51 1 46 3 46 3 72.00 800 750 60 0 75 0 60 0 739 1 800 61 6 429 429 429 429 MAX FRAME HEIGHT X 4 6" MAX ELEVATION VIEWED FROM EXTERIOR DESIGN PRESSURE RATING IMPACT RATING 47.2/-50.OPSF NONE In areas wne re weer re s.s since Is re qurrea, ponrve oe Ign pra a a u r e is nit its ro. uror Design pressures for units glazed with IGU 1/6" annealed (poll Frame Frame width (In) Height 19.13 26.50 30.50 3700 1 5213 5400 in) Pos Nag Pos Nag Pos Neg Pos Neg Pos Neg Pos Neg 2600 600 750 600 750 600 750 600 750 600 750 800 750 36.36 6D 0 750 600 750 600 750 600 750 500 750 600 750 50.63 600 750 600 75 0 600 750 600 750 60.0 649 585 61.9 54.63 600 750 600 750 600 75.0 60.0 750 56.2 61.7 55.5 56.6 12.00 1100 75 0 800 750 600 750 600 750 53.9 57 1 513 54 3 72.00 600 750 600 75 D 600 750 600 750 49.6 52.7 472 500 Number of anchors required Frame Unit width (In) Height In) 19.13 Head Jamb 26.50 Head Jamb 30.50 Head Jamb 37.00 Head Jamb 52.13 Head Jamb 1400 Had Jamb 26.0 2 2 3 2 3 2 3 2 5 3 5 3 36.4 2 3 3 3 3 3 3 3 5 4 5 4 506 2 3 3 3 3 4 3 4 5 5 5 5 4.6 2 3 3 3 3 4 3 4 5 5 5 5 62.0 2 4 3 4 3 4 3 5 5 5 5 5 720 2 4 3 5 3 5 3 6 5 6 5 6 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD. CARROLLTON TEXAS 75006 SERIES GA 195 DESIGNER SH WINDOW 54" X 72" NON -IMPACT ELEVATION AND CHARTS DRAWN DWG NO F.A. 08-01218 SCALE NTS DATE 02/17/2011 ISHEET2 OF 5 SIGNED: 0610312015 OENS gif1 g, 6 25 5TAT OF ,• cCOR10* 7/16" MIN EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD do APPROVED SEALANT r 1 1/4" MIN. EMBEDMENT SHIM SPACE 8 WOOD SCREW D EXTERIOR P F BACKER ROD do APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS INTERIOR ILL TO BE SET I A BED OF PPROVED EALANT MAX. SPACE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 REVISIONS REV DESCRIPTION DATE I APPROVED A REVISED NAME 10/15/13 R L B REVISED INSTALLATION DETAILS 05/04/15 R L 1 1/4" MIN 1/4" MAX. EMBEDMENT ' SHIM SPACE I INTERIOR 7/16" MIN, EDGE DISTANCE N-7rFAff;_,I 8 WOOD SCREW WOOD FRAMING EXTERIOR OR 2X BUCK BACKER ROD BY OTHERS k APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD. CARROLLTON TEXAS 75006 SERIES GA 195 DESIGNER SH WINDOW 54" X 72" NON —IMPACT INSTALLATION DETAILS DRAWN DWG NO F.A. 08-01218 SCALE NTS IDATE 02/17/2011 lSHEEr3 OF 5 SIGNED: 0610312015 A 1 y f REIASIONS REV DESCRIPTION DATE APPROVED A REVISED NAME 10/15/13 R.L. 5/8" MIN B REVISED INSTALLATION DETAILS 05/04/15 R L EDGE DISTANCE~ I 1/4" MAX METAL SHIM SPACE STRUCTURE Ll BY OTHERS APPROVED SEALANT 1 /4" MAX. 8 SMS OR SHIM SPACE SELF DRILLING SCREW #8 SMS OR INTERIOR SELF DRILLING SCREWS 5/8"" MIN EDGE DISTANCE EXTERIOR INTERIOR EXTERIOR METAL J BACKER ROD SILL TO BE SET STRUCTURE APPROVED IN A BED OF BY OTHERS SEALANT APPROVED BACKER ROD SEALANT JAMB INSTALLATION DETAIL APPROVED SEALANT 1 /4" MAX METAL STRUCTURE INSTALLATION SHIM SPACE METAL STRUCTURE BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES 1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0610312015 MI WINDIO WS AR DB DOORS LLC Llo CARROLLTON TEXAS 75006 JIS F... r,•\GENS*'d 5SERIESGA195DESIGNERSHWINDOW 54" X 72" NON—IMPACTINSTALLATIONM-TATDETAILS OF ; ,Q: 0. OF•'cCQR1O;• DRAWN DWG NO REV g B sj NA11EaG GALE NITS DATE 02/17/201108 50 E 4OF 5 2 1/2" MIN EDGE DISTANCE CONCRETE/MASONRY BY OTHERS REVISIONS DESCRIPTION DATE APPROVED REVISED NAME 10/15/13 R L REVISED INSTALLATION DETAILS 05/04/15 R.L. a 1 1/4" MIN OPTIONAL 1X BUCK EMBEDMENT SEE NOTES 3 — 7 SHEET 1 BACKER ROD 1/4" MAX. 1 1 /4" MIN. 1 /4" MAX. APPROVED SHIM SPACE EMBEDMENT SHIM SPACE SEALANT 3/16" TAPCON OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 c INTERIOR 3/16" TAPCON n vEXTERIORLJINTERIOR 2 1/2" MIN P.— EDGE SILL TO BE SET DISTANCE XTERIOR BACKER ROD IN A BED OF APPROVED SEALANT APPROVED SEALANT 7 & APPROVED 1/4" MAX SEALANT OPTIONAL 1X BUCK SHIM SPACE CONCRETE/MASONRY SEE NOTE 3 — 7 BY OTHERS SHEET 1 JAMB INSTALLATION DETAIL rI CONCRETEih/ASONRYLNSTALLATION CONCRETE/MASONRY BY OTHERS VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION NOTES 1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0610312015 MI WINDIO WS ARDBDOORS LLC J\s RIII01?// 9s CARROLLTON TEXAS 75006 GENSF 0 g5 R= SERIES GA 195 DESIGNER SH WINDOW 54" X 72" NON -IMPACT INSTALLATION DETAILS j, i O FC ORI'D"`G\ DRAWN DWG NO REV 08 B SNALO1`;\\\\` 0ESHEET58SCALENT$ DATE 02/17/201 5 Florida Building Code Online Page 1 of 3 BCIS Home I Log In I User Registration Hot Topic I Submit Surcharge slats h Facts Publications FBC Staff I BQS Site Map I Links I Search Product Approval t USER. Public User LrJK4yk I.f Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail FL FL15288-R2 Application Type Affirmation Code Version 2014 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 Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code OR MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Horizontal Slider Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Luis Roberto Lomas PE-62514 National Accreditation & Management Institute 12/31/2017 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL15288 R2 COI FLCOI.Ddf Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 ASTM E1886 2005 ASTM E1996 2002 ASTM E1996 2005 http://www.floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 QR... 6/8/2017 Florida Building Code Online Page 2 of 3 I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity OYes ONo N/A FL15288 R2 COC FL15288-COMP.Ddf Product Approval Method Method 1 Option D Date Submitted 04/30/2015 Date Validated 04/30/2015 Date Pending FBC Approval Date Approved 05/10/2015 Summary of Products FL # Model, Number or Name Description 15288.1 SERIES GA 198 ALUMINUM SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 72X54 HORIZONTAL SLIDER Limits of Use Installation Instructions Approved for use in HVHZ: No FL15288 R2 II 08-00055D.Ddf 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 FL15288 R2 AE 510059-1C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15288.2 SERIES GA 198 ALUMINUM SERIES GA 198 ALUMINUM HORIZONTAL SLIDER 72X54 HORIZONTAL SLIDER Limits of Use Installation Instructions Approved for use in HVHZ: No FL15288 R2 II 08-00054C.Ddf 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 FL15288 R2 AE 510058-1C.Ddf PRESSURE RATINGS. UNITS MUST BE GLAZED IN Created by Independent Third Party: Yes ACCORDANCE WITH ASTM E1300-04. 15288.3 SERIES GA 198 ALUMINUM XOX SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER HORIZONTAL SLIDER 108X48 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15288 R2 II 08-00056D.Ddf 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 FL15288 R2 AE 510060-2B.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15288.4 SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER SERIES GA 198 ALUMINUM XOX HORIZONTAL SLIDER Limits of Use Installation Instructions Approved for use in HVHZ: No FL15288 R2 II 08-00057D.Ddf 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 FL15288 R2 AE 510061-2B.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15288.5 SERIES GA 278 ALUMINUM SERIES GA 278 ALUMINUM HORIZONTAL SLIDER 84X60 HORIZONTAL SLIDER Limits of Use Installation Instructions Approved for use in HVHZ: No FL15288 R2 II 08-00819B.13df 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 FL15288 R2 AE 511362-2B.Ddf PRESSURE RATINGS. UNITS MUST BE GLAZED IN Created by Independent Third Party: Yes ACCORDANCE WITH ASTM E1300-04. 15288.6 SERIES GA 7780 PVC HORIZONTAL SERIES GA 7780 PVC HORIZONTAL SLIDER 72 1/2- X 49 SLIDER http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR... 6/8/2017 Florida Building Code Online Page 3 of 3 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15288 R2 II 08-00153C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party, Yes Design Pressure: +50/-50 Evaluation Reports Other: FRAME MATERIAL TO BE RIGID PVC FROM VEKA FL15288 R2 AE 11062401.odf AAMA CERTIFIED (VK-1) FL15288 R2 AE 510236C.Ddf Created by Independent Third Party: Yes 15288.7 SERIES GA 7780 PVC HORIZONTAL SERIES GA 7780 PVC HORIZONTAL SLIDER 73X49 SLIDER Limits of Use Installation Instructions Approved for use in HVHZ: No FL15288 R2 11 08-00312C.Ddf 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 FL15288 R2 AE 510415-1B.Ddf PRESSURE RATINGS. FRAME MATERIAL TO BE RIGID PVC Created by Independent Third Party: Yes FROM VEKA AAMA CERTIFIED (VK-1) 15288.8 SERIES GA 7780 PVC HORIZONTAL SERIES GA 7780 PVC HORIZONTAL SLIDER 73X49 SLIDER Limits of Use Installation Instructions Approved for use in HVHZ: No FL15288 R2 II 08-00176C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: FRAME MATERIAL TO BE RIGID PVC FROM VEKA FL15288 R2 AE 510263-1B.Ddf AAMA CERTIFIED (VK-1) Created by Independent Third Party: Yes 15288.9 SERIES GA 7780 PVC HORIZONTAL SERIES GA 7780 PVC HORIZONTAL SLIDER SLIDER Limits of Use Installation Instructions Approved for use in HVHZ: No FL15288 R2 Il 08-00317C.Ddf 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 FLIS288 R2 AE 510418-1B.Ddf PRESSURE RATINGS. FRAME MATERIAL TO BE RIGID PVC Created by Independent Third Party: Yes FROM VEKA AAMA CERTIFIED (VK-1) Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone, 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mall address released in response to a public -records request, do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1). Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Aaeptc: Ei M Sare C,ccuntymvrRICS- http://www.floridabuiIding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR... 6/8/2017 L. Roberto Lomas P.E. 233 W. Main St. Danville, VA 24541 434-688-0609 rllomas a Irlomaspe.com Manufacturer: Ml Windows and Doors LLC 1001 W. Crosby RD. Carrollton, Texas 75006 Engineering Evaluation Report Product Line: Series GA 198 Aluminum Horizontal Slider 72" x 54" — Non -Impact Report No.: 510058-1 C Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 61 G20-3.005 method 1(d). The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1 Approval document: drawing number 08-00054, Revision C, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test report No.: CCLI-11-029 signed by Jeffrey Crump Construction Consulting Laboratory, International, Carrollton TX AAMAIWDMA/CSA 101/I.S.2/A440-08 Design pressure: +40.Opsf/-50.Opsf Water penetration resistance 6.Opsf 3. Comparative analysis with anchor calculation, report number 510058A, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: See approval document Maximum unit size: 72" x 54" Approved configurations: OX, XO Units must be glazed per ASTM E 1300-04. This product is not rated to be used in the HVHZ. This product is not impact resistant and requires impact protection in wind borne debris regions. Frame material to be extruded Aluminum 6063-T5. Installation: Units must be installed in accordance with approval document, 08-00054, Revision C Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 0\11 1111 //11 g R • 0 4-TAT 0,,6 251AOF •c/ Ac, 0RIOP G: S ONAL.// 1111 1\\\\\ Luis R. Lomas, P E. FL No.: 62514 10/25/2013 L. Roberto Lomas P.E. 233 W. Main St. Danville, VA 24541 434-688-0609 rllomas@)lrlornaspe.com Manufacturer: MI Windows and Doors LLC 1001 W. Crosby RD. Carrollton, Texas 75006 Engineering Evaluation Report Product Line: Series GA 198 Aluminum Horizontal Slider 72" x 54" — Non -Impact Report No.: 510059-1 C Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 61G20-3.005 method 1(d). The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-00055 revision D, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test report No.: CCLI-11-029 signed by Jeffrey Crump Construction Consulting Laboratory, International, Carrollton, TX AAMA/WDMA/CSA 101/1 S.2/A440-08 Design pressure: +40 0/-50.Opsf Water penetration resistance 6.Opsf 3. Comparative analysis with anchor calculation, report number 510059A, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: See approval document Maximum unit size: 72" x 54" Approved configurations: OX, XO Units must be glazed per ASTM E 1300-04. This product is not rated to be used in the HVHZ. This product is not impact resistant and requires impact protection in wind borne debris regions. Frame material to be extruded Aluminum 6063-T5. Installation: Units must be installed in accordance with approval document, 08-00055 revision D Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 b 11R1 I I,L 0 //// ll 051 • TATE 4F w 0RI s/ONAL,E Luis R. Lomas, P.E. FL No.: 62514 10/23/2013 L. Roberto Lomas P.E. 233 W. Main St. Danville, VA 24541 434-688-0609 Manufacturer: MI Windows and Doors LLC 1001 W. Crosby Road Carrollton, TX. 75006 Product Line: Series GA 278 Aluminum HS Window Non -Impact Engineering Evaluation Report Report No.: 511362-2B Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Community Affairs for Statewide Acceptance per Rule 61G20-3.005 method 1(d). The product listed herein complies with requirements of the Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-00819 revision B, titled Series GA 278 Aluminum HS Window Non - Impact, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test Report No. CCLI-12-151 signed by Wesley Wilson Construction Consulting Laboratory, International, Carrollton, TX AAMA/WDMA/CASA 101/I.S.2/A440-08 Design pressure: t40.Opsf Water penetration resistance 6.Opsf 3. Anchor calculations, report number 511362, prepared, signed and sealed by Luis Roberto Lomas P.E. 4. Comparative analysis report number 511362-1, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: Refer to chart in approval document. Maximum unit size: 84" x 60' Units must be glazed per ASTM E 1300-04. This product is not rated to be used in the HVHZ. This product is not impact resistant and requires impact protection in wind borne debris regions. Frame material to be extruded Aluminum 6063-T5. Installation: Units must be installed in accordance with approval documents, 08-00819 revision B. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 s S''R I 1/ 0 1,9 icP-5- 4-TAT 0,V51 4F •; OR VD V: Luis R. Lomas, P.E. FL No 62514 10/25/2013 54" MAX. HEIGHT LF AI O O O 0 o 0 o 0 0 oil 0 0 0 0 0 0 111 0 11 A 72" MAX WIDTH ELEVATION VIEWED FROM EXTERIOR DESIGN PRESSURE RATING IMPACT RATING 40. 0 PSF 50. 0 PSF NONE Madmum deslon oressura ooaclty chart Single Panel and Total Unit VWth (n) Heiphl 12. 0 ISO 1 240 300 360 le) 24. 0 3e0 480 e00 720 Pos Ney Pos Nay Pos Nay Pos Nay Pos Nay 12. 0 400 750 400 750 400 750 400 750 400 750 24. 0 40 0 75 0 400 750 400 75,0 400 750 400 750 36. 0 40 0 75.0 40.0 75.0 40.0 750 400 750 400 75.0 42. 0 40 0 75 0 400 75.0 400 750 400 750 400 750 48. 0 40 0 75 0 400 75.0 40.0 75.0 40.0 e5.5 40.0 BD 0 51. 0 40 0 75 0 40.0 75.0 40.0 84 - 4- 0 55 4 40 0 50.0 Number ofanchors required l/nu.. n,•nn...l nano n ...n,1 «..,., 1^ IYIn Fmw..lm.nl Single Panel and Total Ilna VMdth (n) Heght 12. 0 18.0 24.0 30 0 360 le) 24. 0 Head Jamb 300 Head Jamb 48.0 Head Jamb 1 goo Head Jamb 72 Hand 0 Jamb 120 2 1 2 1 3 1 3 1 3 1 24.0 2 2 2 2 3 2 3 2 3 3 3e0 2 2 2 2 3 3 4 3 4 4 420 2 3 2 3 3 3 4 4 5 4 I1.0 2 3 3 3 3 4 4 4 4 4 64.D 2 3 3 3 3 4 4 4 4 EQUALLY SPACED ANCHORS TYP AT HEAD,SILL JAMBS) 8 REVISIONS DESCRIPTION DATE APPROVED REVISED TO COMPLY WITH 2O07 FEIC 8/13/08 R L. REVISED PER NEW TESTING 04/22/11 R L REVISED NAME 10/15/13 RL NOTES. 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) OPENING TO BE DESIGNED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE OPENING DESIGN IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD 3) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 4) WINDOW FRAME MATERIAL TO BE ALUMINUM ALLOY 6063 5) ALL FASTENERS, NUTS AND WASHERS SHALL BE MADE OF CORROSION RESISTANT MATERIAL. 6) 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". 7) INSTALL UNITS IN SPRUCE PINE FIR USING .120" DIAMETER NAIL OR #8 WOOD SCREW SEE CHARTS FOR NUMBER OF ANCHORS AND MINIMUM EMBEDMENT REQUIRED 8) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN WIND BORNE DEBRIS REGIONS 9) CAULK BEHIND WINDOW FLANGE AT HEAD, SILL AND JAMBS. 10) USE CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW. 11) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES, POSITIVE DESIGN PRESSURE IS LIMITED TO 40PSF DUE TO WATER TEST PRESSURE OF 6PSF ACHIEVED IN TEST. 12) IF EXACT WINDOW SIZE IS NOT LISTED USE NEXT LARGER SIZE FOR THE APPROPRIATE DESIGN PRESSURE. 13) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 14) UNITS MUST BE GLAZED IN ACCORDANCE WITH ASTM E1300 Number of anchors required 1lnl/.............n lfa rll. m.I.i rf^rnm,nnn n.1/119^Min Fm a.rlm.nl SYple Panel and Total Un4 Width (in) I-"ht In) 12. 0 ISO 1 24.0 300 1 30.0 24.0 Heatl Jamb 360 Head Jamb 48.0 Head Jamb e0.0 Head Jamb 720 Head Jamb 12.0 2 1 2 2 3 1 2 4 2 4 3 24.0 2 2 3 3 5 4 e 5 e 5 36.0 3 4 4 5 e e e 7 10 e 42.0 3 4 5 8 7 7 9 9 11 41.0 4 5 e e e e D 9 10 t J6404 5e77ee99MIWINDOWS AND DOORS LLC 1001 W. CROSBY RD. CARROLLTON, TX 75006 SERIES GA 190 HORIZONTAL SLIDER 72" X 54" ELEVATION AND GENERAL NOTES R. L. 1 08 - 00054 SCALE NTS ID47E 1 / 12/07 1SHEET 1 OF 2 SIGNED 10/ 18/2013 E v F' 0 6'.* A OF41.z: oAL s NRI'D"' \\\ REVISIONS REV DESCRIPTION DATE APPROVED A REVISED TO COMPLY WITH 2O07 FBC 8/13/0 RL SHEATHING B REVISED PER NEW TESTING 04/22/11 RLBYOTHERS1-1/2" MIN CAULK EMBEDMENT C REVISED NAME 10/15/13 RL. BEHIND FIN FRAMING BY OTHERS PERIMETER INSTALLATION CAULK ANCHOR BY OTHERS WINDOW WIDTH FRAMING 1 HIM MAX. BY OTHERS SHIM SPACE FIN TYPE 1/4" MAX SHIM SPACE 1/4" MAX. SHIM SPACE FRAME HEADER INTERIOR 1-1/2" MIN 1-1/2" MIN EMBEDMENT EMBEDMENT SHEATHING SHEATHING BY OTHERS BY OTHERS CAULK BEHIND FIN 1 CAULK BEHIND FIN INSTALLATION ANCHOR GLAZING TYP FIN TYPE-/ INSTALLATION ANCHOR EXTERIOR INTERIOR FRAME JAMB PERIMETER CAULK EXTERIOR PERIMETER CAULK WINDOW BY OTHERS HEIGHT BY OTHERS GLAZING TYP —// I SECTION B-B FIN TYPE FRAME SILL PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR SECTION A -A 1/4" MAX. SHIM SPACE 1-1/2" MIN EMBEDMENT MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD. CARROLLTON, TX 75006 SERIES GA 198 HORIZONTAL SLIDER 72" X 54" INSTALLATION DETAILS DRAWN DWC NO R. L. 08-00054 SCALE NTS DATE 1/12/07 ISHEET2 OF 2 GEN8F1` 0, AT OF sS NAL1EaG`\ FOR ANCHOR SPACING SEE CHARTS & NOTE 7--- AI 54 EIG HEICA 72" MAX WIDTH ELEVATION VIEWED FROM EXTERIOR DESIGN PRESSURE RATING IMPACT RATING 40. 0 PSF 50. 0 PSF NONE Sn96 Panel and Tolel LMN VMdlh (In) Haghl 12. 0 18.0 24.0 30.0 1 36.0 n) 24. 0 Poo Nap 30. 0 Poo Nap 46. 0 Poo Nap 00. 0 Pa Nap 72. 0 Poo Nap 12. 0 40.0 750 400 750 400 750 40,0 75.0 400 750 24. 0 400 750 400 750 400 710 400 150 400 750 36. 0 400 750 400 750 400 750 400 750 400 750 42. 0 40.0 750 400 75.0 400 750 40.0 75.0 400 750 46. 0 400 750 400 750 400 750 400 655 400 60 0 54. 0 400 750 400 750 400 643 400 554 400 50 0 Af- h-n/a.ahem....1 ad Single Panel and Total Unit VWdlh (In) HeIpM 12. 0 1 18.0 24.0 30.0 1 36.0 ro) 240 Head Jamb 360 Head Jamb 46. 0 Head Jamb 0. 0 Head Jamb 1 720 Head Jamb 12. 0 2 1 3 1 3 1 4 1 4 2 21. 0 2 2 3 2 3 2 4 2 4 3 36. 0 2 3 3 3 3 3 4 4 5 4 420 2 3 3 3 3 4 4 4 5 5 48. 0 2 3 3 3 4 4 4 4 5 5 54. 0 2 3 3 4 4 4 4 4 4 4 REVISIONS REV DESCRIPTION DATE APPROVED A REVISED TO COMPLY WITH 2O07 FBC 8/13/08 R L B REVISED PER NEW TESTING 04/20/11 R L C REVEIWED PER 2010 CODE 02/15/12 R L D REVISED NAME 10/15/13 RL NOTES. 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENS OF THE FLORIDA BUILDING CODE. 2) OPENING TO BE DESIGNED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE IT OPENING DESIGN IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) CONTRACTOR IS RESPONSIBLE FOR MAINTAINING STRUCTURAL INTEGRITY OF WINDOW OPENING AND ALL WOOD FRAMING AROUND WINDOW. 4) WINDOW FRAME MATERIAL TO BE ALUMINUM ALLOY 6063 5) ALL FASTENERS, NUTS AND WASHERS SHALL BE MADE OF CORROSION RESISTANT MATERIAL 6) 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". 7) INSTALL UNITS IN SPRUCE PINE FIR USING #8 WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INSTALL UNITS IN MASONRY/ CONCRETE USING 3/16" TAPCON OF SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT AND 2 1/2" MINIMUM EDGE DISTANCE 8) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN WIND BORNE DEBIRS REGIONS.. 9) CAULK BEHIND WINDOW FLANGE AT HEAD, SILL AND JAMBS. 10) USE CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW 11) WHERE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES. POSITIVE DESIGN PRESSURE IS LIMITED TO 40PSF DUE TO WATER TEST PRESSURE OF 6PSF ACHIEVED IN TEST. 12) IF EXACT WINDOW SIZE IS NOT LISTED USE NEXT LARGER SIZE FOR THE APPROPRIATE DESIGN PRESSURE. 13) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 14) UNITS MUST BE GLAZED IN ACCORDANCE WITH ASTM E1300-04 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD. CARROLLTON, TX 75006 SERIES GA 198 HORIZONTAL SLIDER 72 X 54 ELEVATION AND GENERAL NOTES DRAWN DWG NO R. L. SCALE NITS DATE 1/12/0 08- 00055 REV D SHEET 1 OF 2 SIGNED: 1011812013 RI ItIo i,// STATE OF ;Q: L R1a 0`\, iS,ONAi;a\\ INSTALLATION ANCHOR CONCRETE/MASONRY BY OTHERS ONE BY WOOD QBUCKBYOTHERS CAULK BETWEEN WINDOW Q Q FLANGE & WOOD BUCK PERIMETER CAULK BY OTHERS FLANGE TYPE WINDOW FRAME HEADER EXTERIOR GLAZING TYP. FLANGE TYPE WINDOW FRAME SILL PERIMETER CAULK BY OTHERS 4 PRE CAST SILL BY OTHERS SECTIONA-A 2 1/2" MIN EDGE DISTANCE CAULK BETWEEN WOOD BUCK & MASONRY OPENING Q BY OTHERS 1 1/4" MIN j EMBEDMENT REVISIONS REV DESCRIPTION DATE APPROVED A REVISED TO COMPLY WITH 2O07 FBC 8/13/08 R L B REVISED PER NEW TESTING 04/20/11 RL C REVIEWED PER 2010 CODE 02/15/12 R L D REVISED NAME 10/15/13 RL ONE BY WOOD — BUCK BY OTHERS 1 1/4" MIN. EMBEDMENT 1/4" MAX SHIM SPACE Q RIGID FILLER INSTALLATION p ANCHOR 2 1/2" p MIN EDGE INTERIOR DISTANCE L CAULK BETWEEN WINDOW WOOD BUCK & HEIGHT MASONRY OPENING BY OTHERS CONCRETE/MASONRY BY OTHERS wninunnmumm u°°1°Dnmulnnm SILL STOOL BY OTHERS a CAULK BETWEEN WINDOW FLANGE PRE CAST SILL WITH VULKEM 116 ADHESIVE CAULK OR APPROVED EQUAL NDOW 1/4" MAX. SHIM SPACE INTERIOR 1/4" MAX SHIM FLANGE TYPE — WINDOW FRAME JAMB GLAZING TYP ---j RIGID FILLER—/ EXTERIOR CAULK BETWEEN WINDOW FLANGE & WOOD BUCK PERIMETER CAULK r. .. BY OTHERS ONE BY WOOD BUCK BY OTHERS 1 1/4" MIN EMBEDMENT d INSTALLATION ANCHOR 4 Q 2 1 /2" MIN EDGE DISTANCE CAULK BETWEEN WOOD BUCK & MASONRY OPENING BY OTHERS CONCRETE/MASONRY BY OTHERS MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD. CARROLLTON, TX 75006 SERIES GA 198 HORIZONTAL SLIDER 72 X 54 INSTALLATION DETAILS DRAWN DWG NO R. L. 08 —00055 SCALE NT$ DATE 1/12/07 SNEET2 OF 2 P, 1 l lL/04j r,•\CENSF,cP• 0 PKOF'M AT0. M; FOR ANCHOR SPACING SEE NOTES 10 AND 11 SHEET 1 AND CHARTS SHEET 2 84" MAX 0 A WIDTH 42 1/2' MAX SASH WIDTH A O O O O O 0 0 0 0 0 0 0 571 O MAX SASH HEIGHT 1,55 3/16' 60" O O t 0 XHEIGHT MAX 0 O DLO HEIG 0 6 0 0 SERIES 2800 ALUMINUM HS WINDOW A EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40PSF NONE FOR ADDITIONAL SIZES AND RATINGS SEE CHARTS SHEET 2 APPROVED CONFIGURATIONS OX, XO Maximum design preaauro capacity chart (pall Series 2800 Aluminum Horizontal Sliding Window- Non -Impact Single Panel and Total Unit Width (In) 11.75 1 17.75 23.75 1 29.75 36.75 4200 Height in) 23.5 Pos I Nay 36.6 Pos I Nag 47.5 Pos Nag 595 Pos I Nag 71.5 Pos Nag 840 Pos I Nag 11.5 400 600 400 800 400 600 400 600 400 800 400 600 17.5 4001 800 400 600 400 80D 400 800 400 600 400 800 235 400 600 400 600 400 600 400 600 400 800 400 600 205 400 600 400 600 400 600 400 600 40D 800 400 600 355 400 600 400 600 400 600 420 800 40 D 800 400 600 41.5 400 600 40 0 600 40.0 600 400 600 40 D 600 400 600 47.5 400 800 400 600 400 1100 400 6110 400 800 400 589 53.5 40 0 60 D 1 400 600 40 0 60.0 40 0 570 0 D 51 4 40 0 480 10.0 0.0 600 00 800 400 573 400 ea IOD 435 100 100 Number of anchors required for units using Brinell Single Panel and Total Unit Width (In) 11.75 1 1775 23.75 29.75 35.75 42.00 Height in) 2350 His Jamb 35.50 HAS amb 47.50 H55 Jamb 9.50 HAS amb 71.50 HAS Jamb 84.00 HAS amb 11.5 1 1 2 1 3 1 3 1 4 1 5 1 17.5 2 2 3 2 4 2 5 2 6 2 7 2 23.5 2 2 3 2 4 2 6 2 7 2 8 2 205 2 2 4 2 5 2 7 3 8 3 10 3 355 3 3 4 3 6 3 7 3 9 3 11 3 41.5 3 3 5 3 6 4 e 4 10 4 13 4 17.5 3 3 5 4 7 4 9 5 11 5 11 6 5J5 4 4 6 4 e 5 9 8 11 6 12 6 60.0 4 4 8 5 e 6 9 1 6 1 10 6 1 11 6 Horizon tal Window Window Horizontal Horizontal Call Size IFO 2-0 23 1/2 3-0 35 1/2 4-0 47 1/2 5-0 59 1/2 6-0 71 112 SPCL 84 IAX Vertical Window Window Vertical Vertical Call Size I F D 1-0 11 1/2 1-6 17 1/2 2-0 23 1/2 2-6 29 1/2 3-0 1 35 1/2 3-6 41 1/2 4-0 47 112 4-6 53 1/2 SPCL 60 Number o/ enchors required for units using N a wood screw Single Panel and Total Linn Width (In) 11.75 1 17.75 23.76 20.7 42.00 Height 23.50 35.60 4750 59.50 7150 1 84.00 in) HAS amb RZTP&mb HAS mb HAS Jamb HAS Jamb HAS Jamb 115 1 1 2 1 2 1 2 1 3 1 3 1 17.5 1 2 2 2 2 2 2 2 3 2 3 2 23.6 1 2 2 2 2 2 2 2 3 2 3 2 29.5 1 2 2 2 2 2 3 2 3 2 4 2 35.5 1 3 2 3 2 3 3 3 4 3 4 3 If.b 1 3 2 3 3 3 3 3 4 3 5 3 47.5 1 3 2 3 3 3 3 3 3 5 3 53.5 2 4 2 4 3 4 4 4 4 4 4 4 5(.0 2 4 2 4 3 1 3 1 + 1 4 4 4 4 REVISIONS REV I DESCRIPTION DATE APPROVED A I REVEIWED PER 2010 CODE 02/15/12 R L B I REVISED NAME 10/15/13 R L GENERAL NOTES 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE,FLORIDA BUILDING CODE. 2) OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE OPENING DESIGN IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN WIND BORNE DEBRIS REGIONS 4) SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM MAXIMUM ALLOWABLE SHIM STACK TO BE 1 /4". SHIM WHERE SPACE IS 1/15" OR GREATER OCCURS 5) WINDOW FRAME MATERIAL TO BE ALUMINUM ALLOY 6063-T5 .055" THICK. 6) USE CAULK BEHIND WINDOW FIN AT HEAD, JAMBS AND SILL 7) USE CAULK FOR PERIMETER SEAL AROUND EXTERIOR OF WINDOW FIN 8) UNITS MUST BE GLAZED PER ASTM E1300. 9) WHERE THE WATER RESISTANCE TEST REQUIREMENT OF 15% OF DESIGN LOAD APPLIES, POSITIVE DESIGN LOADS WILL BE LIMITED TO 40PSF DUE TO WATER TEST PRESSURE OF 6.0 PSF ACHIEVED IN TEST 10) INSTALL FIN FRAME WINDOW WITH 0120" CIA 6d NAILS WITH A MINIMUM 1-1/2" EMBEDMENT INTO FRAMING LOCATE ANCHORS 6" MAX FROM CORNERS AND AT 7 1/2" MAX O.0 THEREAFTER FOR HEAD AND SILL. AND FOR JAMBS AT 6" MAX. FROM CORNERS AND 11 1/2" MAX O C THEREAFTER SEE ANCHOR CHART 11) INSTALL FIN FRAME WINDOW WITH #8 WOOD SCREW OF SUFFICIENT LENGTH TO ACHIEVE MIN 1-1/2" EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS 6" MAX. FROM CORNERS AND 19" MAX O C THEREAFTER FOR HEAD AND SILL AND FOR JAMBS AT 6" MAX. FROM CORNERS AND 19" MAX. O.C. THEREAFTER SEE ANCHOR CHART 12) IF EXACT WINDOW IS NOT LISTED IN ANCHOR CHART, USE ANCHOR QUANTITY LISTED WITH NEXT LARGER SIZE, FOR THE APPROPRIATE DESIGN PRESSURE REQUIRED 13) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN WIND LOAD DURATION FACTOR Cd=1 6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 14) INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIAL WITH THE FOLLOWING PROPERTIES. A WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD. CARROLLTON TEXAS 75006 SERIES CA 278 ALUMINUM HS WINDOW NON -IMPACT 84" x 60" ELEVATION AND GENERAL NOTES DRAWN DWC NO I REV F.A. 08-00819 B SCALE NTS DATE 08/04/09 1 SHEET 1 OF 2 SIGNED: 1011812013 J` S 1P,. to TTAATTE OF SHEATHING BY OTHERS CAULK BEHIND FIN — PERIMETER CAULK BY OTHERS FIN TYPE FRAME HEADER GLAZING TYP EXTERIOR FIN TYPE FRAME SILL PERIMETER CAULK BY OTHERS INSTALLATION ANCHOR, SEE NOTES 10 & 11 SHEET 1 CAULK BEHIND FIN SHEATHING BY OTHERS 1-1/2" MIN EMBEDMENT FRAMING BY OTHERS INSTALLATION ANCHOR, SEE NOTES 10 & 11 SHEET 1 1/4" MAX. SHIM SPACE WINDOW HEIGHT INTERIOR 1/4" MAX. SHIM SPACE i----iI ---i- 1-1 /2" MIN EMBEDMENT SECTION A —A 1-1/2" MIN EMBEDMENT SHEATHING — BY OTHERS CAULK BEHIND FIN INSTALLATION ANCHOR, SEE NOTES 10 & 11 SHEET 1 PERIMETER CAULK BY OTHERS REVISIONS REV DESCRIPTION DATE APPROVED A REVEIWED PER 2010 CODE 02/15/12 R.L. B REVISED NAME 10/15/13 R.L. WINDOW WIDTH 1/4" MAX. SHIM SPACE 1/4" MAX SHIM SPACE — INTERIOR GLAZING TYP. EXTERIOR SECTION B—B FIN TYPE. FRAME JAMB 1-1/2" MIN EMBEDMENT SHEATHING BY OTHERS7':'ULK BEHIND FIN STALLATION ANCHOR, SEE NOTES 10 & 11 SHEET 1 PERIMETER CAULK BY OTHERS MI WINDOo w.cRosBDOORS LLC \\\3\s 1it- L109,,, CARROLLTON TEXAS 75006 ` v•CENq pySERIESGA278ALUMINUMHSWINDOWNON -IMPACT *• 84" x 60" INSTALLATION DETAILS TATE OF *ems` DRAWN DWG NO REV i 0RIO; 08 G\\\ GALE NTS DATE 08/04/09 SHEET29B //7 OF 2 Sj//N1110`\ Florida Building Code Online Page 1 of 4 Uff t e 1lt BCIS Home - Log In I User Registration Hot Topics I Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map j Links I Search Product ApprovaldbprUSER. Public User 4 sv Product Approval Menu > Product or Aoplcation Search > Application List > Application Detail FL * FL15278-R4 Application Type Revision Code Version 2014 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 Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Fixed Evaluation Report from a Flonda Registered Architect or a Licensed Flonda Professional Engineer L Evaluation Report - Hardcopy Received Luis Roberto Lomas PE-62514 National Accreditation & Management Institute 12/31/2017 Steven M. Urich, PE Validation Checklist - Hardcopy Received FL15278 R4 COI FLC0I.odf Standard AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E1886 ASTM E1996 Year 2005 2008 2005 2005 http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR... 6/8/2017 Florida Building Code Online Page 2 of 4 Product Approval Method Method 1 Option D Date Submitted 08/31/2015 Date Validated 09/01/2015 Date Pending FBC Approval 09/05/2015 Date Approved 10/16/2015 FL # Model, Number or Name Description 15278.1 SERIES 5610 PVC PW SERIES 5610 PVC PW NI 72X72 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15278 R4 II 08-01929A.odf 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 FL15278 R4 AE 512637A.Ddf PRESSURE RATINGS. FRAME MATERIAL TO BE RIGID PVC Created by Independent Third Party: Yes FROM VEKA AAMA CERTIFIED (VK-1). 15278.2 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 60X60 FIN Limits of Use Installation Instructions Approved for use in HVHZ: No FL15278 R4 II 08-00522C.0f Approved for use outside HVHZ: Yes FL15278 R4 II 08-00523C.0f Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15278 R4 AE 510820C.Ddf Created by Independent Third Party: Yes 15278.3 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 72X72 and 108X72 FIN Limits of Use Installation Instructions Approved for use in HVHZ: No FL15278 R4 II 08-00468C.Ddf Approved for use outside HVHZ: Yes FL15278 R4 II 08-00489C.Ddf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15278 R4 AE 510800C.Ddf Created by Independent Third Party: Yes 15278.4 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 FIN Limits of Use Installation Instructions Approved for use in HVHZ: No FL15278 R4 II 08-00520C.Adf Approved for use outside HVHZ: Yes FL15278 R4 II 08-00521C.Ddf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15278 R4 AE 510819-2D.odf Created by Independent Third Party: Yes 15278.5 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 72X72 FLANGE Limits of Use Installation Instructions Approved for use in HVHZ: No FL15278 R4 II 08-00492C.odf Approved for use outside HVHZ: Yes FL15278 R4 II 08-00493C.odf Impact Resistant: No Venfied By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15278 R4 AE 510802C.Ddf Created by Independent Third Party: Yes 15278.6 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 60X60 FLANGE Limits of Use Installation Instructions Approved for use in HVHZ: No FL15278 R4 II 08-00516C.Ddf Approved for use outside HVHZ: Yes FL15278 R4 II 08-00517C.odf Impact Resistant: No Venfied By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15278 R4 AE 510817C.pdf Created by Independent Third Party: Yes 15278.7 SERIES GA 195 ALUMINUM PW SERIES GA 195 ALUMINUM PW NI 96X48 FLANGE Limits of Use Installation Instructions Approved for use in HVHZ: No FL15278 R4 II 08-00518D.odf Approved for use outside HVHZ: Yes FL15278 R4 II 08-00519D.odf http://www.fl oridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 QR... 6/8/2017 Florida Building Code Online Page 3 of 4 Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS. Venfied By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15278 R4 AE 510818E.Ddf Created by Independent Third Party: Yes 15278.8 SERIES GA 275 THERMALLY SERIES GA 275 THERMALLY BROKEN ALUMINUM PW NI BROKEN ALUMINUM PW 72X72 FIN Limits of Use Installation Instructions Approved for use in HVHZ: No FL15273 R4 II 08-00820B.odf Approved for use outside HVHZ: Yes FL1527S R4 II 08-00821B.Ddf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15278 R4 AE 511363C.Ddf Created by Independent Third Party: Yes 15278.9 SERIES GA 505 ALUMINUM PW SERIES GA 505 ALUMINUM PW NI 72X72 FIN Limits of Use Installation Instructions Approved for use in HVHZ: No FL15278 R4 II 08-00275C.Ddf Approved for use outside HVHZ: Yes FL15278 R4 II 08-00276C.Ddf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15278 R4 AE 510345C.Ddf Created by Independent Third Party: Yes 15278.10 SERIES GA 505 ALUMINUM PW SERIES GA 505 ALUMINUM PW NI 96X48 FIN Limits of Use Installation Instructions Approved for use in HVHZ: No FL15278 R4 11 08-00277D.Ddf Approved for use outside HVHZ: Yes FL15278 R4 fI 08-00278D.0f Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15278 R4 AE 510346C.Ddf Created by Independent Third Party: Yes 15278.11 SERIES GA 505 ALUMINUM PW SERIES GA 505 ALUMINUM PW NI 72X72 CHS and 108X72 CHS FIN Limits of Use Installation Instructions Approved for use in HVHZ: No FL15278 R4 II 08-00494C.Ddf Approved for use outside HVHZ: Yes FL15278 R4 II 08-00495C.Ddf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15278 R4 AE 510803C.odf Created by Independent Third Party: Yes 15278.12 SERIES GA 7570 PVC PW SERIES GA 7570 PVC PW NON -IMPACT 72X72 FIN Limits of Use Installation Instructions Approved for use in HVHZ: No FL15278 R4 fI 08-00290D.Ddf Approved for use outside HVHZ: Yes FL15278 R4 fI 08-00291D.Ddf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FRAME MATERIAL TO BE RIGID PVC FL15278 R4 AE 510369C.Ddf FROM VEKA AAMA CERTIFIED (VK-1). Created by Independent Third Party: Yes 15278.13 SERIES GA 7570 PVC PW SERIES GA 7570 PVC PW IMPACT 48X72 FIN Limits of Use Installation Instructions Approved for use in HVHZ: No FL15278 R4 11 08-00371D.Ddf Approved for use outside HVHZ: Yes FL15278 R4 II 08-00372D.Ddf Impact Resistant: Yes Verified By: Luis Roberto Lomas 62514 Design Pressure: +50/-50 Created by Independent Third Party: Yes Other: FRAME MATERIAL TO BE RIGID PVC FROM VEKA Evaluation Reports AAMA CERTIFIED (VK-1). FL15278 R4 AE 510916C.Ddf Created by Independent Third Party: Yes 15278.14 SERIES GA7050 PVC PW SERIES GA7050 PVC PW 72X72 NON -IMPACT FIN Limits of Use Installation Instructions Approved for use in HVHZ: No FL15278 R4 II 08-00496D.Ddf Approved for use outside HVHZ: Yes FL1527S R4 II 08-00497D.Ddf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FRAME MATERIAL TO BE RIGID PVC FL15278 R4 AE 510804C.odf FROM VEKA AAMA CERTIFIED (VK-1). Created by Independent Third Party: Yes http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR... 6/8/2017 Florida Building Code Online Page 4 of 4 15278.15 SERIES GA7050 PVC PW SERIES GA7050 PVC PW 52 1/2X76 IMPACT FIN Limits of Use Installation Instructions Approved for use in HVHZ: No FL15278 R4 II 08-00155D.Ddf Approved for use outside HVHZ: Yes FL15278 R4 II 08-01503B.Ddf Impact Resistant: Yes Verified By: Luis Roberto Lomas 62514 Design Pressure: +50/-50 Created by Independent Third Party: Yes Other: FRAME MATERIAL TO BE RIGID PVC FROM VEKA Evaluation Reports AAMA CERTIFIED (VK-1). FL15278 R4 AE 510238E.Ddf Created by Independent Third Party: Yes 15278.16 SERIES GA7050 PVC PW SERIES GA7050 PVC PW 52 1/2X76 IMPACT FLANGE Limits of Use Installation Instructions Approved for use in HVHZ: No FL15278 R4 II 08-00177D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +50/-50 Evaluation Reports Other: FRAME MATERIAL TO BE RIGID PVC FROM VEKA FL15278 R4 AE 510256D.Ddf AAMA CERTIFIED (VK-1). Created by Independent Third Party: Yes 15278.17 SERIES GA7050 PVC PW SERIES GA7050 PVC PW 72X72 NON -IMPACT FLANGE Limits of Use Installation Instructions Approved for use in HVHZ: No FL15278 R4 II 08-00318D.Ddf Approved for use outside HVHZ: Yes FL15278 R4 II 08-00319D.Ddf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FRAME MATERIAL TO BE RIGID PVC FL15278 R4 AE 510419C.Ddf FROM VEKA AAMA CERTIFIED (VK-1). Created by Independent Third Party: Yes 15278.18 SERIES GA7050 PVC TRIPLE PW SERIES GA7050 PVC TRIPLE PW NI CONTINUOUS HEAD AND SILL 107 1/2X59 3/4 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15278 R4 II 08-02551A.Ddf 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 FL15278 R4 AE 513330A.Ddf PRESSURE RATINGS. FRAME MATERIAL TO BE RIGID PVC Created by Independent Third Party: Yes FROM VEKA AAMA CERTIFIED (VK-1). Contact Us :: 2601 Blair Slone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Cooyn ht 2007-2013 State of Florida. Privacy Statement : Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M Ed M Credit Card iSafe http://www.floridabuilding.org/pr/P _app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR... 6/8/2017 L: Roberto Lomas P.E. 233 W. Main St. Danville, VA 24541 434-688-0609 Manufacturer: MI Windows and Doors LLC 1900 Lakeside Parkway Flower Mound, TX 75028 Product Line_ : Series GA 275 Aluminum FW Rectangular Series GA 275 Aluminum FW Designer Engineering Evaluation Report Report No.: 511363C Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61G20-3.005 method 1(d). The product listed herein complies with requirements of the current Florida Building Code. Supporting Technical Documentation: 1. Approval document: drawing number 08-00820 Revision B and 08-00821 Revision B, prepared, signed and sealed by Luis Roberto Lomas P.E. 2. Test Report No. CCLI=13-128 signed by Wesley Wilson Construction Consulting Laboratory, Intemational, Carrollton, TX. AAMANVDMA/CASA 101/I.S.2/A440-08 Design pressure: t40.Opsf Water penetration resistance 6.Opsf 3. _Comparative analysis with anchor calculations, report number 511363-1A, prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: Refer to chart in approval documents. Maximum unit size: 72" x 72" Units must be glazed per ASTM E1300-04. This product is not rated to be used in the HVHZ. This product is not impact resistant and requires impact protection in wind bome debris regions. Frame material to be extruded Aluminum 6063-T5. Installation: Units must be installed in accordance with manufacturer's installation instructions and approval documents, 08-00820 Revision B and 08-00821 Revision B. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 0 i G E 1V 051 • Fitt — o TATE OF c, 0 RIOP .G ONA ;,\ Luis R. Lomas, P.E. FL No.: 62514 08/28/2015 72" MAY. FRAME WIDTH - -- --- ---- 6" T.1AX 20" MAC( CC e f" MAX 20" MAX OC AX AMC IGHT F" MAX SERIES GA 275 ALUMINUM FW RECTANGULAR EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 140.0PSF NONE 6" MAX REV 1110111 DESCRIPTION RFVI>FO NAME RFVISFD INSTAILATION DETAILS DATE APPPDVED 10/22/13-- R I --- 05/2I/IS I PI NOTES 1 THE PRODUCT" SHOWN HEREIN IS DESIGNED AND MANUP-ACTURED TO COMPLY WITH SEC CHART SHEET 2 REQUIREMENTS 0= THE RORIDA BUILDING CODE FOR REQUIRED 2 WOOD FRAMING AND 'AASOPRY OPENING TO BE DESIGNED AND ANCHORED 10 PROPERLY NUMBFR OF A"ICHOP.S TRANSFER ALL LOACS TO STRUCTURE FRAMING AND MASONRY OPENING IS THE RFSPCNSIBILITY OF THE ARCH TECT OR ENGINEFR OF RFCORD. 3 BUCKS SHAL_ EXIENO BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED 4 SHIM AS NEEDED WITH LOAD BEARING SHIMS SHIM WHERE SPACE OF 1/ 6' OR GREATER OCCURS MAXIMUM ALLOWABI E SHIM STACK TO BE 1/4". 5 SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SU<_TA1N NG APPLICABLE LOADS 6 WIND LOAD DURATION FACTOR Cd=15 WAS USED FOR WOOD ANCHOR CALCULATIONS. FRAME MATERIAL' EXTRUDED U101D PVC. 8 UNTS MIDST BE GL.AZFD PER ASTM E1300-04 9 APPROVED IMc'ACT PDOTCCTIVE SYSTCI•A 15 RQQUIRQD rOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS 10 FOR ANCHORING INTO WOOD FRAMIN;, OR 2X BUCK USE 8D NAIL OR #6 WOOD SCREWS WITH SIJFFICIFiNT LENGTH TO ACHIEVE A 1 1/4" MINIMUM FIdBFDMFNT INTO' SIIBSTRATF. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 11 ALL FASTENERS TO BE CORROSION RESISTANT 12 INSTAL 1 ATION ANCHORS SHALL BF INSTALLED IN ACCORDANCE WITH ANCHOR MANU- ACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES Y11H S1RL-NGTHS LESS THAN IIIC MINIMUM STRCNGTH SPLCITILD O=LO'! A W007 - MINIMUM SPFCIFIC GRAVITY OF G=0 47 13 GEOMCTRIC SlIAPES ARE ALSO APPROVED APPROVED GCOMCTRIG SIIAPCS DIMENSIONS SHAIL- NOT EXCEED INSCRIBI.D D-MLNSIONS OF APPROVED RFCTANGIJIAR ASSEM131Y SHOWN N SHEET 1 T.AR(_E OF CONTENTSIEETNODESCRIPTION I__ CLEVA LION AND NOTES 2 CHARTS -- — ---- -- -- ---- ---- - 5 INSIALIATION DFIAIIS SIGNED: 0813112015 MI WINDOWS AND LLC \I 1SR1900LAKESIDEPARKWAYFLOWER MOUND, TX 75028 ` v•.%GENSW4s" SERIES GA 275 ALUMINUM FW RECTANGULAR *0 T 6 NON - IMPACT 72" X 72" 3: rA` NOTES ;10 , $ AT OF ORnW' N ;)WO Nn RIV •'O[ OR1Q:' \ F. A. 08 s00820 BE NTSaE08/04/09 1 OF 3 Marlmum Auden nru m ranarlN rharl 7ncn Frame Frame width (In) Ha 1pht 11.5 175 27.5 29.5 355 41.5 475 52.5 595 65.5 72.0 11n1 Pos Nep Pos Nag Pos Nap Pos[ 60 Nag Pos Nap Pos Nag Pos Nap Pos Nag Pot Nap Poa Nap Poo Nep 17.5 400 600 400 600 400 600 IOU 400 600 400 600 100 600 100t601,0 100 600 400 800 400 600 17.5 400 600 400 600 400 600 400 400 600 400 600 400 600 400 400 600 400 500 400 600 23.5 400 600 400 600 400 600 400 400 600 400 600 400 600 400 400 600 400 600 400 600 295 400 600 400 600 400 600 400 400 600 400 600 400 600 400 400 600 400 600 400 600 355 400 600 400 600 400 600 400 400 600 400 600 400 600 400 400 57.8 400 556 400 538 41.5 400 600 400 600 400 600 400 400 600 400 600 400 600 400 400 533 400 508 400 487 47.5 400 600 400 600 400 60.0 400 400 600 400 600 400 600 400 400 50.5 400 476 400 452 53.5 400 600 40.0 600 400 600 400 400 600 40.0 567 400 51.5 400 400 48.9 400 455 400 42,859.5 400 600 400 600 400 600 400 40,0 678 400 533 400 505 400 400 48.4 400 443 400 412 65.5 400 600 400 600 400 600 400 400 556 400 508 400 476 400 455 400 443 400 440 400 403 720 400 600 400 600 400 600 400 400 538 400 487 400 452 400 428 400 412 400 103 400 I00 Number o/ anchors required Frame From width (In) Haight 11.5 1 17.5 23.5 29.5 355 415 47.5 53.5 595 05.3 72.0 1n) HLS amb Hd5 amb HAS Jamb HAS Jamb HAS Jamb Hd5 Jamb HAS amb HAS Jamb HAS Jamb HAS Jamb HAS Jamb 11.5 1 1 2 1 2 1 2 1 3 1 3 1 3 1 4 1 4 1 4 1 4 1 17.5 1 2 2 2 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 4 2 235 1 2 2 2 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 29.5 1 2 2 2 2 2 2 2 3 2 3 2 4 2 4 2 5 2 5 2 6 2 35.5 1 3 2 3 2 3 2 3 3 3 3 3 4 3 5 3 5 3 5 3 6 3 41.5 1 3 2 3 2 3 2 3 3 3 3 3 4 3 5 3 5 3 5 3 6,3 47.5 1 3 2 3 2 3 2 4 3 4 3 4 4 4 5 4 5 3 5 3 6 1 3 53.5 1 4 2 4 2 4 2 4 3 5 3 5 4 5 5 5 5 4 5 4 6 4 59.5 1 4 2 4 2 4 2 5 3 5 3 5 3 5 4 5 5 5 5 5 6 4 65.5 1 4 2 4 2 4 2 5 3 5 3 5 3 5 4 5 5 5 5 5 6 5 72.0 1 4 2 4 2 5 2 6 3 6 3 6 3 6 4 6 4 6 5 6 6 8 FEl SI0N5 REV DES: P.IPTION CATE APPROVED A, RFVI r) NAVF 10/22/13 R I R RFVISFD INSTALLATION DFTA115 05/21/15 RI Window Window Window T Window Horizontal, Horizontal Vertical Vertical Call Size 1 IFD Call Size I F D 1-0 11 1/2 1-0 11 112 1-6 r 17 1/2 1i 1-6 -_---17 1/2 - 2-0 23 112 1 2-0 23 1/2 2-6-- 29 1/2 2-6--: - 29 112 3-0 35 1/2 I 3-0 35 1/2 3-6 41 112 3-6 41 1/2 4-0 47 112 4-0 1 47 1/2 4-6 53.1/2 4-6 L_53 1/2 5-0 1 59 1/2 5-0 1 59 1/2 5-6 65 1/2 5-6 1 65 1/2 SPCL 72 SPCL I 72 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES GA 275 ALUMINUM FW RECTANGULAR NON -IMPACT 72" X 72" DESIGN PRESSURE AND ANCHOR CHARTS DRAWN ;:WC NO F.A. 08-00820 SCALE NTS IDATE 08/04/09 SHEE-2 OF 3 SIGNED: 0813112015 p 0^ S TAT E OF40ev` RfV SB '/sf NAL(E`` AfPPOVFD SEALANT ULIIIND rIN S/8" MIN 7DGF DISTANCE 8D NA'l OR H6 WOOD SCREW EXTER 3/8 MIN DGL DISTANCE SD NAIL OR 6 WOOD SCREW AI'E'ROVE D SEALAN r VERTICAL CROSS SECTION BEHIND FIN WOOD FRAMING OR 2X BUCK INSTALLATION d I 11 1 1p" MIN rEMHFDMF`,T WOOD i FRAMIPJG BY OTHERS 1 /4 MA;( S-IM SPACE 1/4 I AX S-IM SPACE T WOOD FRAMING R'I OTHERS REV 91ONS REV _ DESCRIPTION -_- - - DATE AP"OVED A RFVISFD NAMF 10/2:1 3 R 1 3 RFVISFD INSTALLATION DFTAILS 05/21/15 R I W00D I RAM -NC 1/LL MAX RY OTHERS SHIM SPACE 8D NAIL OR / 6 WOOD SCREW !/ INTERIOR 1 1 /4" ' MN LM131 DM! N I / I _ ULi APPROVED - SEALANT BEHIND FIN 3/8" MIN _ _ EXTERIOREDCCDISTA',:CE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES' 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES GA 275 ALUMINUM FW RECTANGULAR NON -IMPACT 72" X 72" INSTALLATION DETAILS DRAWN [VC N F.A. 08-00820 SCALE NTS I DATE 08/04/09 1 SHEET OF 3 SIGNED: 0813112015 6" MAX --- 6" MAX— I T_ 20" MAX O.0 2" MAX FRAME HEIGHT F MAX 7RAME 1- 6" MAX 72' MAX FRAME WIDTI 2D" F.1AY, O.0 MAX FRAME WIDTH 4-20" MAX 0 C 6" MAX 6" MAX-1— —1 I— —i-20" MAX O.C. MAX SERIES GA 275 ALUMINUM FW DESIGNER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t40.OPSF NONE REV sine. REV DESCRMTl01: DATE A PFOVED A REVISED NAMF 10,122113 R L B3 I REVISFD INSTAI IATION DFTAII S j 0 5/21 /15 RI TJOILS SEESEE CHART SHEET 2 1 THE PRODUCT SHOPJN HEREIN IS DESIGNED AND MANU ACTLIRED TO COMPLY WITH REQUIRED NUMBER OF ANCHORS REQUIREMENTS 0" THE FLORIDA BUILDING CODE 2 NOOD FRAMING AND MASONRI OPENING IO BE DESIGNED AND ANCHORED ICI PROPERL', TRANSFER ALL LOADS 10 STRUCTURE FRAMING AND MASONRY OPENING IS THE RESPONSIBIL11Y OF THE ARCHITECT OR ENGINEER OF RECORD 3, BUCKS SHALL EXTEND BEYOND WINDOW INl_RIOR FACE SO THAI FULL FRAME SUPPORT IS PROVIDED. 4 SHIM AS NEEDED WITH LOAD BEARING SHIMS SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS MAXIMUM A, LOWABI F SHIM STACK TO BE 1/4" 5. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIAL.S AND -HICKNESS CAPABLE OF SUSTAINNG APPLICABLE LOADS G WIND LOAD DURATION FACTOR Cd=1 6 WAS USED FOR WOOD ANCHOR CALCULATIONS 7 FRAME MATERIAL EXTRUDED RIGID PVC 8. UN-TS MUST BE GLAZED PFP, ASTM E1300--04 9. APPROVED IMc,ACT PPOTECTI`E SYSTEM IS 20U!Hj Q FOR THIS PRODUCT N WIND BORNE DEBRIS REGIONS 10, FOR ANCHORING INTO WOOD FRAMIN'', OR 2X BUCK USE RD NAIL OR #6 WOOD SCREWS WITH SUFFICIENT ! FNGTH TO ACHIFVc A 1 1/4" MINIMUM EMBEDMENT 'NTQ SUBSTRATE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 11 ALL FASTENERS TO BE CORROSION RESISTANT 12 INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANU'ACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRAILS V11H SIRLNGTHS LESS THAN 11IL MINIMUM SiRLNGTH SPLCIIIED ULLOW A WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 13 GEOMETRIC SHAPES ARE ALSO APPROVED APPROVED GEOMETRIC SHAPES DIMCPJSIONS HALL NOT EXCEED INSCRIBED DIMFNSIi)NS OFAPPROVED RECIANGl11AR ASSEMBLY' SHOWN IN SHEET 1 TABI E 0c CONTFNTS SHEET NO DESCRIPTION I ELEVAT ON AND NOTES 2 CHAR-5 - - 3 INSIAI I ATION DETAILS MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES GA 275 ALUMINUM FW DESIGNER NON —IMPACT 72" X 72" NOTES DRAWN ;1wc I+o Rtv F.A. 08-00821 8 KALE NTS I GATE 08/04/09 1SHEET 1 OF 3 SIGNED: 0813112015 R 1 ILIA! /" o StV\ 0' • AT OF ONAITE:G` M..I- rm dwdnn nMKur1 eanaeIt. eharl loll Frame Frame width (In) Height 11.5 17.5 23.5 29.5 35.5 41.5 47.3 1 53.5 1 595 1 655 1 72.0 In) Pos Neu Pot Nep Pos Neu I Pos Nap Pos Nap IPoe Nap Pos Nap Poe Nap Poe Nap Poe Ngj Poe Neu 11.5 4001 6001 400 600 400 6001 400 600 400 600 1 400 600 400 600 400 600 400 600 400 600 400 600 17.5 400 6001 400 600 400 6001 400 60.0 400 600 1 400 600 400 600 400 600 400 600 400 600 400 600 23.5 400 6001 400 600 400 6001 400 600 400 600 400 600 400 600 400 600 400 600 400 600 400 600 295 400 600 400 600 400 600 400 600 400 600 400 600 400 600 400 600 400 600 400 600 400 600 J55 400 600 400 600 400 600 100 800 400 600 400 800 400 600 400 ti00 00 578 400 558 400 536 41.5 400 11201400 600 400 600 400 600 400 567 400 533 400 508 400 487 47.5 400 600 400 600 400 600 400 600 400 600 400 600 400 600 400 545 400 50.5 400 476 400 452 53.5 400W 600 400 600 400 600 400 600 400 587 400 545 400 536 400 489 400 455 400 42.8 59.5 100 600 400 600 400 600 40.0 576 400 533 400 505 400 489 400 48.4 40.0 443 400 412 63.5 400 600 400 800 400 60.0 400 558 400 506 400 476 400 I55 400 443 40.0 440 400 403 72.0 400 600 400 600 400 80.0 400 538 400 467 400 452 400 126 400 412 400 403 400 400 Number o/ anchors required Frame Frame width (In) Height 11.1 17.5 27.5 29.5 35.5 41.5 47.5 53.5 59.5 05.5 72.0 in) HLS amb Ht5 amb Ht5 amb HLS Jamb HLS amb HLS Jamb HLS amb NLS Jamb HiS Jamb]HLS Jamb HLS Jamb 11.5 1 1 2 1 2 1 2 1 3 1 3 1 3 1 4 1 4 1 4 1 4 1 17.3 1 2 2 2 2 2 2 2 3 2 3 2 3 2 1 2 4 2 4 2 4 2 235 1 2 2 2 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 29.5 1 2 2 2 2 2 2 2 3 2 3 2 4 2 4 2 5 2 5 2 e 2 35.5 1 3 2 3 2 3 2 3 3 3 3 3 4 3 5 3 5 3 5 3 6 3 41.5 1 3 2 3 2 3 2 3 3 3 3 3 4 3 5 3 5 3 5 3 6 3 47.5 1 3 2 3 2 3 2 4 3 4 3 4 4 4 5 4 5 3 513 6 3 53.5 1 4 2 4 2 4 2 4 3 5 3 5 4 5 5 5 5 4 5 4 6 4 595 1 4 2 4 2 4 2 5 3 5 3 5 3 5 4 5 5 5 5 5 6 4 655 1 4 2 4 2 4 2 5 3 5 3 5 3 5 4 5 5 5 5 5 6 5 72.11 1 4 2 4 2 5 2 6 3 6 3 6 3 6 4 6 4 8 5 6 6 6 PEVi510H> REV DESCRIPnON DATE APPOVED n RFVISED NAME 0/7^/-3 Rt lRVISfiE lTarizontr_, 17 Verlicol Window Window Horizontal Horizonte Cell Size IFD Window Vertical Call Size Window Vertical I F D 1- 0 _ 11 1/2 1- 6 1 17 1/2 1- 0 1- 6 I 11 112 17 1/2 2- 0 23 1/2 2-0 I 23 1/2 2- 6 29 112 3- 0 35 1/2 2- 6 3- 0 29 * 1/2 35 1/2 3 6 41 1/2 4- 0 I 47 1/2 3- 6 4- 0 41 1!2 47 1/2 4- 6 ! 53 112 4.6 53 1/2 5- 0 ! 59 1/2 5-0 59 1/2 5- 6 1 65 1/2 5-6 65 112 SPCL 1 72 SPCL 72 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES GA 275 ALUMINUM FW DESIGNER NON - IMPACT 72" X 72" DESIGN PRESSURE AND ANCHOR CHARTS DPANN GW. IJO F. A. 08 - 00821 SCALE NTS I DA'E 08/04/09 SHr-E'2 OF 3 SIGNED: 0813112015 R 11 L 0'7 r•', EN,SF'•i1' •ram PIV iz•FS'000RIO p ll/.fIR A'PRO'VED SEALANT BLIIIND IIN 8" MIN FDCF DISTANCE 8D NAIL OR 6 WOOD SCREW WOOD FRAMING BY OIHFRS 1 / 4" MAX SHIM SPACE EXTERIOR i i INTERIOR I 1 I 1 /4" MAX I II j SIIIm SPACE 3/B" MIN j — I i LOLL DISTANCE BD NAIL OR — 6 WOOD SCI2LV _ 1 1/4" MIN WOOD FRAM114GEMBED14ENT APPROVED BY OTHERS SEALANT VERTICAL CROSS SECTION BLIIIND FIN WOOD FRAMING OR 2X BUCK INSTALLATION REV SIGN S REV DESCRIPTION DATE APPPOVED A REVISED NAME 110/22/13 R L D REVISED INSTALLATION DFTAILS ( 05/21 / 15 R L. WOOL` FRAMING 1/4" MAX RY OTHERS SHIM SPACE BD 14AIL OR / 6 WOOD SCItLW v/ INTERIOR 1 1/4° IdiN I ` j f-MF?LDFALNI Ar'PROVLLi 1 SFAI ANT BEHIND FIN 3/8" MIN _ -- EXTERIOR EDGE DISTANCE JAMB INSTALLATION DETAIL 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 1N ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES GA 275 ALUMINUM FW DESIGNER NON -IMPACT 72" X 72" INSTALLATION DETAILS DRAWN F.A. 08-00821 SCALE NTS I WE 08/04/09 1 511E-ET3 OF 3 SIGNED: 0813112015 S, R I IL o l/l, TAT 6EOF B i PONAL1E\\` Florida Building Code Online Page I of 3 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats h Factss Publications FBC Staff BCIS Site Map I Links I Search k; Q Product ApprovaljUpUSER. Publ¢ User Product Approval Menu > Product or Application Search > Application List > Application Detail FL * FL15333-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived J Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsidinger@miwd.com Authorized Signature Brent Sitlinger bsidinger@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 S7 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 12/31/2017 Validated By Steven M. Urich, PE 2 Validation Checklist - Hardcopy Received Certificate of Independence FL15333 R2 COI FLCOI.Ddf Referenced Standard and Year (of Standard) Standard Year AAMA 450 2006 AAMA 506 2008 ASTM E1886 2005 ASTM E1996 2002 CODE SECTION 1710.5.3 2014 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWIe... 6/8/2017 Florida Building Code Online Page 2 of 3 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 06/19/2015 06/29/2015 07/05/2015 08/19/2015 FL # I Model, Number or Name I Description 15333.1 1 1/8" x 4" STRUCTURAL MULLION 1 1/8" x 4" STRUCTURAL MULLION HORIZONTAL HORIZONTAL Limits of Use Installation Instructions Approved for use in HVHZ: No FL15333 R2 II 08-00907C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: FL15333 R2 AE 511458C.odf Created by Independent Third Party: Yes 15333.2 1 1/8" x 4" STRUCTURAL MULLION 1 1/8" x 4" STRUCTURAL MULLION VERTICAL VERTICAL Limits of Use Installation Instructions Approved for use in HVHZ: No FL15333 R2 II 08-00906C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +60/-60 Evaluation Reports Other: FL15333 R2 AE 511457C.Ddf Created by Independent Third Party: Yes 15333.3 1442 AND 5348 HORIZONTAL MULLION 1442 AND 5348 HORIZONTAL MULLION SINGLE WITH TRANSOM Limits of Use Installation Instructions Approved for use in HVHZ: No FL15333 R2 II 08-00138D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15333 R2 AE 510219D.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15333.4 1442, 1448, 5348 AND 5548 1442, 1448, 5348 AND 5548 VERTICAL MULLION VERTICAL MULLION Limits of Use Installation Instructions Approved for use in HVHZ: No FL15333 R2 II 08-00139D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15333 R2 AE 510220D.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15333.5 11445, 1447, 5347 AND 5547 11445, 1447, 5347 AND 5547 HORIZONTAL MULLION SINGLE HORIZONTAL MULLION WITH TRANSOM Limits of Use Installation Instructions Approved for use in HVHZ: No FL15333 R2 II 08-00140D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party. Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15333 R2 AE 510221D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15333.6 1445, 1447, 5347 ANDIIHORIZONTALMULLION 5547 I WITH TRANSOM 1445, 1447, 7 AND 5547 HORIZONTAL MULLION TWIN Limits of Use Installation Instructions Approved for use in HVHZ: No FL15333 R2 II 08-00141D.Ddf Approved for use outside HVHZ: Yes Verified By- Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports . Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15333 R2 AE 510222D.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15333.7 11445, 5347 AND 5547 VERTICAL 11445, 5347 AND 5547 VERTICAL MULLION http://www.floridabui lding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgtH 85 72gvdWIe... 6/8/2017 Florida Building Code Online Page 3 of 3 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15333 R2 11 08-00142D.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15333 R2 AE 510223D.Ddf PRESSURE RATINGS Created by Independent Third Party. Yes 15333.8 1445-2, 1447-2 AND 5347-2 HORIZONTAL MULLION 1445-2, 1447-2, AND 5347-2 HORIZONTAL MULLION SINGLE WITH TRANSOM Limits of Use Installation Instructions Approved for use in HVHZ: No FL15333 R2 II 08-00143D.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15333 R2 AE 510224D.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15333.9 1445-2, 1447-2, 5347-2 AND 1445-2, 1447-2, 5347-2 AND 5547-2 HORIZONTAL 5547-2 HORIZONTAL MULLION MULLION TWIN WITH TRANSOM Limits of Use Installation Instructions Approved for use in HVHZ: No FL15333 R2 11 08-00144D.Ddf Approved for use outside HVHZ: Yes Venfied By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15333 R2 AE 510225D.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15333.10 1445-2, 5347-2 AND 5547-2 1445-2, 5347-2 AND 5547-2 VERTICAL MULLION VERTICAL MULLION Limits of Use Installation Instructions Approved for use in HVHZ: No FL15333 R2 II 08-00145D.Ddf Approved for use outside HVHZ: Yes Venfied By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15333 R2 AE 510226D.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15333.11 1X3 STRUCTURAL TUBING 1X3 STRUCTURAL TUBING MULLION VERTICAL MULLION VERTICAL Limits of Use Installation Instructions Approved for use in HVHZ: No FL15333 R2 II 08-00668C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: Yes Created by Independent Third Parry: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15333 R2 AE 511127C.Ddf PRESSURE RATINGS Created by Independent Third Parry: Yes back Next Contact Us , 2601 Blair Stone Road, Tallahassee FL 32399 Phone, 850-487-1824 The State of Florida Is an AA/EEO employer. Coovriaht 2007-2013 State of Florida. •: Privacy Statement :: Accessibility Statement • • Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395 -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: EE Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWIe... 6/8/2017 L. Roberto Lomas P.E. 233 W. Main St. Danville, VA 24541 434-688-0609 Manufacturer: MI Windows and Doors LLC 1001 West Crosby Rd. Carrollton, TX 75006 Product Line: 1442. 1448. 5348 and 5548 Vertical Mullion Engineering Evaluation Report Report No.: 510220D Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(d). The product listed herein complies with requirements of the current Florida Building Code. Product description: Mullion: Extruded aluminum 1" x 2 1/2" 6005-T5, part number 1442, 1448, 5348 and 5548 Mullion Clip: Extruded aluminum 6005-T5, part number 1320, 1330, 1438 and 1439 Supporting Technical Documentation: 1. Approval document: drawing number 08-00139 Revision D, prepared, signed and sealed by Luis Roberto Lomas P.E 2. Mullion structural analysis and anchor calculations report No. 510212E prepared, signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: Refer to approval document Maximum unit sizes: Refer to approval document Units attached to mullion must have their own separate approval. Units may be mulled indefinitely as long as maximum unit size is not exceeded. This product is not rated to be used in the HVHZ. This product is impact resistant and does not require impact protection in wind bome debris regions, up to wind zone 3. Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components-, the mullion or the individual units Installation: Mullions must be installed in accordance with approval document 08-00139 Revision D. Window units must be installed to substrate according to the manufacturer's installation instructions and/or approval documentation. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 J S R •• L 0 l`/iq 0 51 • ?k TAT OF ; 0 RVOV' s 4NAL 11111110 Luis R. Lomas, P.E. FL No.: 62514 06/17/2015 L. Roberto Lomas P.E. 233 W. Main St. Danville, VA 24541 434-688-0609 Manufacturer: MI Windows and Doors LLC 1001 West Crosby Rd. Carrollton, TX 75006 Product Line: 1445, 5347 and 5547 Vertical Mullion Engineering Evaluation Report Report No.: 510223D Compliance: The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(d). The product listed herein complies with requirements of the current Florida Building Code. Product description: Mullion: Extruded aluminum 1' x 4" 6005-T5, part number 1445, 5347 and 5547 Mullion Clip: Extruded aluminum 6005-T5, part number 1320, 1330, 1438 and 1439 Supporting Technical Documentation: 1. Approval document: drawing number 08-00142 Revision D, prepared, signed and sealed by Luis Roberto Lomas P.E 2. Mullion structural analysis and anchor calculations report No. 510215A prepared signed and sealed by Luis Roberto Lomas P.E. Limitations and Conditions of use: Maximum design pressure: Refer to approval document Maximum unit sizes: Refer to approval document Units attached to mullion must have their own separate approval. This product is not rated to be used in the HVHZ This product is impact resistant and does not require impact protection in wind borne debris regions, up to wind zone 3. Design pressure of mulled units shall be controlled by the lesser design pressure of the assembly components; the mullion or the individual .units Installation: Mullions must be installed in accordance with approval document, 08-00142 Revision D. Window units must be installed to substrate according to the manufacturer's installation instructions and/or approval documentation. Certification of Independence: Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the product(s) for which this report is being issued. Also, I don't have nor will acquire a financial interest in any other entity involved in the approval process of the listed product(s). 1 of 1 111111,11//1 R • L 0 051 •*= o TAT OF Z 0 R10P • 0 t11111111 Luis R. Lomas, P.E. FL No.: 62514 06/ 15/2015 0 NOTES. 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN WIND LOAD DURATION FACTOR Cd=16 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 5) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY GENERAL ALUMINUM 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 SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1 TRIBUTARY WIDTH = W1 + W2 z TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 CONFIGURATIONS AND DP CHART 3 INSTALLATION DETAILS 4 COMPONENTS REVISIONS REV DESCRIPTION DATE I APPROVED A REVISED TO COMPLY WITH 2O07 FBC 01/06/09 R L. B REVISED NOTES AND CHART 03/12/12 R. L. C REVISED NAME 10/15/13 R L D REVISED INSTALLATION DETAILS 06/15/15 R L. ANCHORING NOTES: 1) FOR ANCHORING INTO MASONRY USE FOUR (4) 3/16" MASONRY ANCHORS WITH A MINIMUM SHEAR CAPACITY OF 305LBS, AT EACH END OF MULLION WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATION DETAILS. 2) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE FOUR (4) #10 WOOD SCREW, AT EACH END OF MULLION WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE AND 1/2" MINIMUM EDGE DISTANCE, LOCATE ANCHORS AS SHOWN IN ELEVATION DETAILS. 3) FOR ATTACHING WINDOW UNITS TO MULLION USE N8 SMS SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE MULLION WALL LOCATE SCREWS AS SHOWN IN ANCHOR ELEVATION 4) FOR WINDOW UNITS ANCHORING SCHEDULE REFER TO WINDOW APPROVED INSTALLATION INSTRUCTIONS. 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 SPECIFIC GRAVITY OF G=0 42 B CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 1442, 1448, 5348 AND 5548 VERTICAL MULLION GENERAL NOTES DRAWN DWG NO F.A. 08-00139 SCALE NTS IDATE 01 /06/09 1 SHEET 1 OF 4 SIGNED: 0611612015 192" COMBINED WIDTH W1 -I W2 - 96" FRAME HEIGHT WINDOW WINDOW MULLION SPAN) 192" COMBINED WIDTH W1 -Ir W2 - F 96" 1 FRAME WINDOW HEIGHT WINDOW MULLION SPAN) 192" COMBINED WIDTH W2 96" J J WINDOW J FRAME HEIGHT WINDO WINDO MULLION SPA W1 f- W2/- 192" COMBINED WIDTH 192" COMBINED WIDTH W1 -'I[- W2 FRAME 'WINDOW IINDOW HEIGHT MULLION SPAN) ! F_ 192" COMBINED WIDTH W1 W2 96" J J WINDOW FRAME HEIGHT WINDOW WINDOW MULLION SPA W1 / IF- W2 - L:-COMBINED WIDTH FIR HE MU SID REVISIONS REV DESCRIPTION DATE APPROVED A REVISED TO COMPLY WITH 2O07 FBC 01/06/09 R L B REVISED NOTES AND CHART 03/12/12 R.L C REVISED NAME ID/15/13 R.L. D REVISED INSTALLATION DETAILS 06/15/15 R.L. 9A6" COMBINED WIDTH IGHT LLION J J WINDOW WINDOW 4A WINDOW W1 / F- W2/- 192" APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 192' AS SHOWN HEREIN Design pressure rating (pst) Mullion span (In) Tributary width 18.00 24.00 30.00 36.00 42.00 48.00 154.00 In) 60.00 166.00 78.00 84.00 90.00 96.00 24.00 1300 1300 1300 1300 1300 1300 1300 1300 1300 1300 1300 1300 1300 30.00 1300 1300 130.0 130.0 130.0 130.0 130.0 130.0 1300 130.0 1300 1300 1300 36.00 1300 1300 1300 1300 1300 1300 1300 1300 1300 1300 130.0 1300 1300 42.00 1300 1300 1300 1300 1300 1300 1300 1300 1300 1300 1300 1300 1300 48.00 1300 130.0 130.0 130.0 130.0 1296 1296 1296 1296 1296 11296 129.6 1296 54.00 130.0 126.3 1059. 936 862 822 809 809 80.9 809 809 809 80.9 60.00 1175, 907 753 658 597 559 538 531 53.1 531 531 53.1 531 66.00 87.7 67.3 556 48.1 432 399 378 366 36.3 363 363 363 36.3 72.00 67.2 514 422 363 323 296 277 265 258 256 256 256 25.6 76.00 527 402 329 281 249 226 210 199 19.2 186 186 186 186 84.00 420 320 261 222 19.6 17.7 16.4 15.4 14.7 13.9 138 138 138 90.00 34.1 25.9 21.1 17.9 157 142 130 121 11.5 107 105 105 105 96.00 28.0 21.3 17.3 146 128 11.5 10 5 URGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 1442, 1448, 5348 AND 5548 VERTICAL MULLION CONFIGURATIONS AND CHART DRAWN DWG NO F.A. 08-00139 SSE NTS IOATE 01 /06/09 SH-2 OF 4 REV D SIGNED: 0611612015 R I I LI0 G E NSF. 4& O E OF ; w` 1 1442,1448,5348 6 5548 1 X 2 112 X 1/8 MULL ALUM. 6005 T-5 2 1320 WOOD/MASONRY ANCHOR CLIP 3 1330 WOOD/MASONRY ANCHOR CLIP 4 1350 MOUNTING PLATE 5 1438 WOOD/MASONRY ANCHOR CLIP 6 1439 WOOD/MASONRY ANCHOR CLIP MINIMUM EDGE DISTANCE SEE SUBSTRATE NOTES 1 &2 BY OTHERS SHEET 1 ANCHORS SEE NOTES 1 ON SI ONOYALRA7170H 9WFAoa VERTICAL ML4UON TOP CUP INSTALLATION ANCHOR SCREW SEE NOTES 1 AND 2 ON SHEET 1 or O v , v v , SUBSTRATE BY OTHERS OG7 A66ATf1^n7 AOd VERTICAL MULLION BOTTOM CUP INSTALLATION MINIMUM EDGE DISTANCE SEE NOTES 1&2 SHEET d e ANCHOR SCREW SEE NOTES 1 AND 2 ON SHEET 1 ANCHOR SCREW SEE NOTES 1 AND 2 ON SHEET 1 7 V--f SUBSTRATE BY OTHERS e d . d e d . VERTICAL MULLION TOP CLIP INSTALLATION v ' v v suBSTRATE oGJ VA6dATV vAoa r BY OTHERS VERTICAL MULLION BOTTOM CUP INSTALLATION MINIMUM EDGE DISTANCE SEE NOTES 1&2 MINIMUM EDGE SHEET 1 DISTANCE SEE NOTES 1&2 SHEET 1 REVISIONS DESCRIPTION DATE APPROVED REVISED TO COMPLY WITH 2O07 FBC 01/06/09 R.L. REVISED NOTES AND CHART 03/12/12 R L REVISED NAME 10/15/13 R L REVISED INSTALLATION DETAILS 06/15/15 R L WINDOVI JAMB SH MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 1442. 1448, 5348 AND 5548 VERTICAL MULLION INSTALLATION DETAILS DRAWN DWG NO F.A. 08-00139 SCALE NTS DATE 01 /06/09 1SHEET 3 OF 4 8 SMS ELF DRILLING CREW 124'• MAX O.C. SIGNED: 0611612015 SUICIIILl 4f, xi 0- 5 .. # o` 5TAT E OF ; Q` i.eA• R !, REV F•.lOR1D;• D i Ssfo OMULLION CLIP ALUMINUM 6005-T5 V.• a/r w• vn• Lf 94 8 94141p QUO O2 1/2" MULLION ALUMINUM 6005-T5 OMULLION CLIP ALUMINUM 6005-T5 an' i a1n n• an- L a+.. Ir NUNTlNG PLATE ALUMINUM 6005-T5 REVISIONS DESCRIPTION DATE APPROVED REVISED TO COMPLY WITH 2O07 FBC 01/06/09 RL REVISED NOTES AND CHART 03/12/12 R L REVISED NAME 10/15/13 R.L. REVISED INSTALLATION DETAILS 06/15/15 R L O MULLION CLIP ALUMINUM 6005-T5 I x / I T/r an• yr Vr a/•- SIGNED: 0611612015 MI WINDOWS AND DOORS LLC \11111Irrrr i 1001 W. CROSBY RD ``1\J g R• LO' i/ OMULLION CLIP CARROLLTON, 7X 75006 `,•VGENS•,d+% 6 ALUMINUM6005-T5 1442, 1448, 5348 AND 5548*• 0 6 *EE VERTICAL MULLION COMPONENTS OME OF DRAWN DWC NO REV % O• OR10: SCALE NTS DATE 01 /06/09 08 50"-01490F 4 D ,, 7Sr NAi10N\\` A NOTES- 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING WINDOWS MUST BE MANUFACTURED BY GENERAL ALUMINUM 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. B) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT DESIGN PRESSURE TABLE INSTRUCTIONS 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1 TRIBUTARY WIDTH = W1 + W2 2 TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 CONFIGURATIONS AND DP CHART 3 INSTALLATION DETAILS REVISIONS REV DESCRIPTION DATE APPROVED A REVISED TO COMPLY WITH 2DO7 FBC 01/D6/09 R L B REVISED NOTES AND CHART 03/12/12 R L C REVISED NAME 10/15/13 R. L. D REVISED INSTALLATION DETAILS 06/12/15 R L. ANCHORING NOTES- 1) FOR ANCHORING INTO MASONRY USE FOUR (4) 3/16" MASONRY ANCHORS WITH A MINIMUM SHEAR CAPACITY OF 305LBS, AT EACH END OF MULLION WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATION DETAILS. 2) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE FOUR (4) #10 WOOD SCREW, AT EACH END OF MULLION WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE AND 1/2" MINIMUM EDGE DISTANCE, LOCATE ANCHORS AS SHOWN IN ELEVATION DETAILS. 3) FOR ATTACHING WINDOW UNITS TO MULLION USE #8 SMS SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE MULLION WALL LOCATE SCREWS AS SHOWN IN ANCHOR ELEVATION 4) FOR WINDOW UNITS ANCHORING SCHEDULE REFER TO WINDOW APPROVED INSTALLATION INSTRUCTIONS 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 SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. DRAWN F.A. MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 1445, 5347 AND 5547 VERTICAL MULLION GENERAL NOTES DWG NO 1 08-00142 NTS D"TE 01 /06/09 1 SNEET 1 OF 4 SIGNED: 0611512015 R 11 D /i GENs .J' TAT 6EOF ; REv o' OF•:°CORIar• D //sjs ONALIE G\ 192" COMBINED WIDTH W1 6" 9 FRAME HEIGHT WINDOW WINDOW MULLION SPAN) J J 192" COMBINED WIDTH W1 -I[- W2 96" J/ FRAME EV,NDOW HEIGHT WINDOW MULLION SPAN) J 192" COMBINED WIDTH W2 96" J WINDOW J FRAME HEIGHT WINDO WINDO MULLION SPAN)IL IW1 F" W2 - 192" COMBINED WIDTH 192" COMBINED WIDTH W1 -I[- W2 , FRAME WINDOW WINDOW HEIGHT MULLION SPIAN) L J F_ 192" COMBINED WIDTH jI- W1 W2 ! 96.E J J WINDOW J FRAME / HEIGHT WINDOW WINDOW MULLION SPA ( ( ` LW1 F-W2- 192" COMBINED WIDTH REVISIONS REV DESCRIPTION DATE APPROVED A REVISED TO COMPLY WITH 2O07 FBC 01/06/09 R.L B REVISED NOTES AND CHART 03/12/12 R.L. C REVISED NAME 10/15/13 R.L. D REVISED INSTALLATION DETAILS 06/12/15 R L F_ 192" COMBINED WIDTH W2 ` 96" / J WINDOW J FRAME HEIGHT WINDOW WINDOW MULLION SPAN)( ` W1 / h W2/- 192" COMBINED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 192"AS SHOWN HEREIN Desi n ressure ratin s _ Mullion span ( In) Tributary width 18. 00 24.00 30.00 36.00 142.00 48.00 54.00 In) 60. 00 86.00 78.00 184.00 90.00 96.00 24. 00 1300 1300 1300 13001 1300 1300 1300 1300 130.0 13001 1300 1300 1300 30. 00 130.0 1300 130.0 130.01 1300 1300 1300 1300 130.0 1300 1300 1300 130.0 36. 00 1300 1300 1300 13001 1300 1300 130.0 1300 1300 1300 1300 1300 1300 42. 00 1300 1300 1300 13001 1300 130.0 130.0 1300 1300 1300 1300 1300 1300 48. 00 1300 1300 130 0 1300 1300 1300 1300 1300 130.0 1300 1300 1300 1300 54. 00 130.0 1300 1300 1300 1300 1300 1300 130 0 130 0 130 0 130 0 130.0 130.0 60. 00 1300 1300 1300 1295 1196 1133, 109.91108.81 1088 1088 1088,1088 10881 66. 00 1300 1300 1280 1133 1036 97 1 930 907 899 899 899 89.9 89.9 72. 00 1300. 1300 1145 994 88 5 81.0 759 72.6 707 701 701 70.1 70 1 78. 00 1300 1099 899 770 681 61.9 57.5 54.4 524 509 509 50.9 509 84. 00 1151 875 71 4 609 536 485 447 420 40.1 381 378 37.8 378 90. 00 933 709 576 490 430 3B 7 355 332 31.4 29.3 289 28.7 28.7 96. 00 767 582 472 401 351 31.4 287 267 252 232 226 22.3 222 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 1445, 5347 AND 5547 VERTICAL MULLION CONFIGURATIONS AND CHART DRAWN DWG NO F. A. 08-00142 SCALE NTS DATE 01/06/09 JSHEET2 OF 4 SIGNED: 0611512015 5 R I ICr0/i ifSTTAtTTF OF 1 1445, 5347, 5547 1 X 4 X 1/8 MULL ALUM. 6005 T-5 2 1320 WOOD/MASONRY ANCHOR CLIP 3 1330 WOOD/MASONRY ANCHOR CLIP 4 1350 MOUNTING PLATE 5 1438 WOOD/MASONRY ANCHOR CLIP 6 1439 WOOD/MASONRY ANCHOR CLIP MINIMUM EDGE DISTANCE SEE Ij'' SUBSTRATE NOTES 1 &2 BY OTHERS SHEET 1 d v v ANCHORSCREW SEE NOTES t AND 2 ON SHEET 1 \ gma ALLATM 9WQoo. VERTICAL MULLION TOP CLIP INSTALLATION or O ANCHOR SCREW SEE NOTES t AND 2 ON SHEET t n SUBSTRATE Db kYL c411 BY OTHERS VERTICAL MuuION BOTTOM CUP INSTALLATION REVISIONS REV DESCRIPTION DATE APPROVED A REVISED TO COMPLY WITH 2OD7 FBC 01/06/09 R L MINIMUM EDGE B REVISED NOTES AND CHART 03/12/12 R L DISTANCE SEE SUBSTRATE NOTES 1&2 C REVISED NAME 10/15/13 RL SHEET 1 BY OTHERS v D REVISED INSTALLATION DETAILS 06/12/15 R L v ANCHOR SCREW SEE NOTES t AND 2 — 4 ON SHEET 1 3 1 WINDOW UNITS k8 SMS JAMB FRAME SELF DRILLING OG71a rAUATF Y`7n 1rAulL SH OR PIN SCREW 024 MAX O.0 VERTICAL MULLION TOP CLIP INSTALLATION ANCHORSCREW SEE NOTES t AND 2 ON SHEET 1 —7 4 n n 4 SUBSTRATE pG71a9U 164s94D pgpa BY OTHERS VERTICAL MULLION BOTTOM CLIP INSTALLATION MINIMUM EDGE DISTANCE SEE MINIMUM EDGE NOTES 1 &2 DISTANCE SEE SHEET 1 NOTES 1&2 SHEET 1 6VINU•riV INtil:1LLATIC•N MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 1445, 5347 AND 5547 VERTICAL MULLION INSTALLATION DETAILS DRAWN DWG NO. F.A. 08-00142 GALE NTS DATE 01/06/09 SHEET3 OF 4 REV D SIGNED: 0611512015 x/r an• V.• xn• I a/.. xn• OMULLION CLIP ALUMINUM 6005-T5 O3 MULLION CLIP ALUMINUM6005-T5 m I x ,/x• 1 an• LL - i 'n yN UNTING PLATE ALUMINUM 6005-T5 REVISIONS DESCRIPTION DATE APPROVED REVISED TO COMPLY WITH 2O07 FBC 01/06/09 R. L. REVISED NOTES AND CHART 03/12/12 R L REVISED NAME 10/15/13 R L REVISED INSTALLATION DETAILS 06/12/15 R. L. OMULLION CLIP ALUMINUM 6005-T5 x/r x a/. a a/.• an• a/.• , a/rU , a/.• x a/.• SIGNED: 0611512015 v was UMe .• MI WINDOS AND ooWW. CROSBY RD LLC CARROLLTON, TX 75006 ••GENSh• d+% O 4"MULLION O MULLION CLIP 1445, 5347 AND 5547 ZL VALUMINUM6005-T5 ALUMINUM6005-TS VERTICAL MULLION COMPONENTS ` O' SOF DRAWNF. OWC NO E NTS DATE 01 /06/09 08 5001420E 4 D // S/ON 11Ea Florida Building Code Online Page 1 of 3 BCIS Home , Log In I User Registration Hot Topic I Submit Surcharge Stats 6 Facts Publications FBC Staff ( BCIS Site Map Links Search Product Approval USER. Public User 4 •a1o'Tj Product Aotlroval Menu > Product or Aoollcabon Search > Application LB[ > Applintion Detail FL # FL13223-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived V 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 pingsheng.zhu@Jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@Jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R 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. Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13223 R3 COI RIO - Certificate of Inderiendence.PDF Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13223 R3 Eouiv ASTM C1186 Eauivalencv Sianed.odf http://www.fl oridabuild ing.org/pr/pr_app_dtl .aspx?param=wGEVX QwtDgvRk6bsvZ66FC... 6/8/2017 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 08/17/2015 08/26/2015 09/07/2015 10/16/2015 FL # Model, Number or Name Description 13223.1 Cempanel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 R3 II ER RIO-2556-15 Panel metal-wood.Ddf FL13223 R3 II ER RIO-2578-15 Panel to Furrinc.odfApprovedforuseoutsideHVHZ: Yes FL13223 R3 II Install Cempanel Sidino.DdfImpactResistant: Yes Design Pressure: N/A FL13223 R3 II NOA 15-0122.04.odf Other: For use inside a HVHZ install in accordance with Verified By: Intertek Testing Services NA Ltd. NOA 15-0122.04 Created by Independent Third Party: No Evaluation Reports FL13223 R3 AE ER RIO-2556-15 Panel metal-wood.Ddf FL13223 R3 AE ER RIO-2578-15 Panel to Furrina.odf FL13223 R3 AE NOA 15-0122.04.odf Created by Independent Third Parry: Yes 13223.2 HardiePanel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 R3 I1 ER RIO-2556-15 Panel metal-wood.Ddf FL13223 R3 II ER RIO-2578-15 Panel to Furrina.DdfApprovedforuseoutsideHVHZ: Yes FL13223 R3 II Install HardiePanel Sidino.DdfImpactResistant: Yes Design Pressure: N/A FL13223 R3 II NOA 15-0122.04.Ddf Other: For use inside a HVHZ install in accordance with Verified By: Intertek Testing Services NA Ltd. NOA 15-0122.04. Created by Independent Third Party: No Evaluation Reports FL13223 R3 AE ER RID-2556-15 Panel metal-wood.odf FL13223 R3 AE ER RIO-2578-15 Panel to Furrina.Ddf FL13223 R3 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes 13223.3 Prevail Panel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 R3 II ER RIO-2556-15 Panel metal-wood.odf FL13223 R3 II ER RIO-2578-15 Panel to Furrina.odfApprovedforuseoutsideHVHZ: Yes FL13223 R3 11 Install Prevail Panel Sidino.odfImpactResistant: N/A Design Pressure: N/A FL13223 R3 II NOA 15-0122.04.Ddf Other: For use inside a HVHZ install in accordance with Verified By: Intertek Testing Services NA Ltd. NOA 15-0122.04. Created by Independent Third Party: No Evaluation Reports FL13223 R3 AE ER RIO-2556-15 Panel metal-wood.odf FL13223 R3 AE ER RIO-2578-15 Panel to Furrina.Ddf FL13223 R3 AE NOA 15-0122.04.Ddf Created by Independent Third Party: Yes Bails FED Contact Us : 2601 Blair Stone Road, Tallahassee FL 32399 Phone 850-487-1824 The State of Florida Is an AA/EEO employer. Cooynaht 2007-2013 State of Florida.: Privacy Statement :: Accessibility Statement Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address d they have one. The emofficialalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: E] http://www. floridabui lding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FC... 6/8/2017 Florida Building Code Online Page 3 of 3 Credit Card i Safe , http://www.floridabui lding.org/pr/pr_app_dti. aspx?param=wGEV XQwtDgvRk6bsvZ66FC... 6/8/2017 PROJECT RIO-2556-15 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE® BRAND FIBER -CEMENT PANELS TO WOOD AND METAL FRAMED WALLS WITH VARIOUS FASTENERS JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS PAGE COVER PAGE 1 EVALUATION SUBJECT 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 3 TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING 3 TABLE 1B, SHEAR VALUES 3 DESIGN WIND LOAD PROCEDURES 4 TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 4 TABLE 3, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 5 TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 5 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 5 TABLE 6, ALLOWABLE WIND SPEED (MPH) FOR HARDIEPANEL SIDING 6-7 LIMITATIONS OF USE 7 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7-10, THE 2014 FLORIDA BUILDING CODE, AND THE 2012 INTERNATIONAL BUILDING CODE. PREPARED BY: RONALD 1. OGAWA & ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-8474595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com EVALUATION SUBJECT HardiePanetS Siding James Hardie Product Trade Names covered In this evaluation: HardiePaneW Siding, CempaneiD Siding, Prevail Panel Siding EVALUATION SCOPE: ASCE 7-10 2014 Florida Building Code 2012 International Building Code® EVALUATION PURPOSE: This analysis is to determine the maximum design 3-second gust wind speed to be resisted by an assembly of HardiePanel (Cempanel, Prevail Panel) siding fastened to wood or metal framing with nails or screws. REFERENCE REPORTS: 1. Inteirtek Report 3067913 (ASTM C1186) Material properties HardhePariel Siding 2. Ramtech Laboratories Report IC-1270-94 (ASTM E330) Transverse Load Test, 5,'16' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fr woad studs spaced at 16 inches on center with a 6d common galvanized nail 3. Ramtech Laboratories Report IC-1271-94 (ASTM E330) Transverse Load Test, 5116' Thick by 48 Inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 24 Inches on center with a 6d common galvanized nail 4. Ramtech Laboratories, Inc. Report 10868-97/1475 (ASTM E330) Transverse Load Test, 5116' Thick by 48 inch wide FlardiePanel Siding installed on 2X4 Group III SG=0 36 wood studs spaced at 16 inches on carder with a 4d, 0.091 inch shank by 0225 inch head diameter by 1.5 inch long ring shank nail 5. Ramtech Laboratories, Report IC-105"9 (ASTM E330) Transverse Load Test, 1/4" Thick by 48 inch wide HardhePanal Siding installed on 20gauge Metal studs spaced at 16 inches on center with a No 6 X 1 in, long X 0.323 in head diameter ribbed bugle head screw 6. Ramtech Laboratories, Report IC-1055-89 (ASTM E330) Transverse Load Test, 1/4' Thick by 48 inch wide HardiePanel Siding installed on 20gauge Metal studs spaced'at 24 inches on center with a No 8 X 1 in, king X 0.323 in head diameter ribbed bugle head screw 7. Ramtech Laboratories, Report 11149-98/1554d (ASTM E330) Transverse Load Test, 1/4' Thick by 48 inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 16 and 24 inches on tender with a ET&F 0.100 in. knurled shank X 1.5 in. king X 0 25 in. head diameter pin fastener 8. Ramtech Laboratories Report IC-1273-94 (ASTM E72) Racking Shear Test, 5/16' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 inches on center with a 6d common galvanized nail 9. Ramtech laboratories Report IC-1274-94 (ASTM E72) Racking Shear Test, 5116" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 24 inches on center with a 6d common galvanized nail 10. Ramtech laboratories, Inc. Report i086&97/1475 (ASTM E72) Racking Shear Test, 5116"Thick by 48 inch wide HardiePanel Siding installed on 2X4 Group III SG=0.36 wood studs spaced at 16 inches on center with a 4d, 0 091 inch shank by 0.225 inch head diameter by 1.5 inch long mg shank nail 11. Ramtech Laboratories Report ICA 057-89 (ASTM E72) Racking Shear Test, 5116' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 and 24 inches on center with a No 8 X 1 in. long X 0.323 in head diameter ribbed bugle head screw 12: Ramtech Laboratories Report 11284-99/1580 (ASTM E72) Racking Shear Test, 5116" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 and 24 inches on carder with a ETdF 0.100 in. knkried shank X 1.5 in. king X 0.25 in. head diameter pin fastener JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@)ameshardie.com TEST RESULTS: Table 1a, Results of Transverse Load Testing RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 Fastener Spacing fin 1 Allowable Frame Ultimate Design Thickness Width Spacing Perimeter Feld Load Load' Report Number Test Agency n.) n) Frame T n.) Supports Supports Fastener T PSF) PSF IC-1270-94 Ramtech 03125 48 2X4 wood Hem -Fir 16 6 6 6d common 149 49.7 IC-1270.94 Ramtech 03125 48 2X4 wood Hem -Fir 16 4 4 6d common 236 78 7 IC-1271-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 6 6 6d common 94 31.3 IC-1271-94 Ramtech 0,3125 48 2X4 wood Hem -Fir 24 4 1 4 6d common 143 1 -47.7 10868-97/1475 Ramtech 0.3125 48 2X4 wood, SG Z 0.36 16 4 8 4d, 0.091 in. shank X 0.225 in. 90 30.0 HD X 1.5 in shank nail Min. No 20 gauge X 3 625 in. X Min. No 8 X 1 in long X 0.323 in IC-1054-69 Ramtech 0.25 48 16 6 6 head diameter ribbed bugle 169.9 56.61375inmetalstud head screw Min. No 20 gauge X 3.625 in. X Min. No 8 X 1 to long X 0.323 in IC-1055-89 Ramtech 0.25 48 1.375 in metal stud 24 6 6 ebheaddiameter bed bugle 91.9 30 6 head screw Min. No 20 gauge X 3.625 in. X ET&F 0.100 in. knurled shank X 11149 98I1554d Ramtech R3125 48 1.375 in metal stud 24 4 8 1.5 in. long X 0.25 in. head 170 56 7 diameter pin fastener Mn. No. 20 gauge X 3.625 in. X ET&F 0.100 in. knurled shank X 11149-98/1554d Ramiech 0.3125 48 1.376 in metal stud 16 4 8 1.5 in kxig X 0.25 in. head 101 33.7 diameter pm fastener 1. Allowable Load is the Ultimate Load divided by a Factor of safety of 3. 2 HardkePanel Siding complies with ASTM C1186, Standard Specification for Grade it, Type A Non -asbestos Fiber -Cement Rat Sheets. Table 1b, Shear Values Allowable Loads in Pounds Per Lineal Foot for Panel Shear Walls'" 2 Fastener Spacing in.) Frame Ultimate Allowable Thickness Width Spacing Perimeter Field Load' Load' Report Number Test Agency in ) n.) Frame Type n ) Supports Supports Fastener T Pit) pit) IC-1273.94 Ramtech 03125 48 2X4 wood Hem -Fir 16 6 6 6d common 603.E 201.3 IC-1273-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 16 4 4 6d common 698.8 2329 IC-1274-94 Ramtech 0.3125 48 2X4 wood Hem -Fr 24 6 6 6d common 460.0 153.3 IC-1274-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 4 4 6d common 637.5 212.5 10868-97/1475 Ramtech 0.3125 48 2X4 wood, SG 2 0.36 16 4 8 n. 4d, 0.091 in shale X 0.225 na 5951 198.5 HD X 1.5 in shank nail Min. No 8 X 1 in king X 0.323 in IC-1057-89 Reattach D.25 48 Min. No 20 gauge X 3.625 in X 16 & 24 6 6 head diameter ribbed bugle 9900 123.8 1 375 in metal stud head screw Mn. No. 20 gauge X 3.625 irL X ET&F 0.100 in knurled shank X 11284-99/1580 Ramtech 0.3125 48 16 4 8 1.5 in. keg X 0.25 in. head 1227.0 153.4 1.375 in metal stud diameter pin fastener ET&F 0 100 in. knurled shank X 11284-99/1580 Ramtech 0.3125 48 Mn No. 20 gauge X 3 625 in. X 24 4 8. 1 5 in long X 0.25 in head 1060.0 132.51375inmetalstud diameter pin fastener 1. All board edges shall be supported by framing. Panels shall be applied with the long dimension either parallel or perpendicular to studs. 2. The maximum height-to4ength ratio for construction in this Table is 2:1. 3. In the steel framed assemblies the allowable bad is based on the average load at 1/8 inch net deflection. OGq j,'/'* Q;GF,SIFIC," tr•'L i E'D RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS; INC. 1-888-542-7343 info@jameshardie.com DESIGN WIND LOAD PROCEDURES: Fiber -cement siding transverse bad capacity (wind bad capacity) is determined via compliance testing to transverse bad national test standards. Via the transverse load testing an alto rmble design load is determined based on a factor of safety of 3 applied to the ultimate test bad. Since the aflowable design bad is based on factor of safety of 3, allowable design bads on fiber -cement siding correlate directly to required design pressures for Allowable Stress Design, and therefore should be used with combination Wdng equations for Allowable Stress Design (ASD) By using the combination loading equations for Allowable Stress Design (ASD), the tested allowable design bads for fiber -cement siding are aligned with the wind speed requirements in ASCE 7- 10 Figure 26 5-1A, Figure 26.5-1B, and Figure 26.5-1C. For this analysis, to tabulate the pressures in Tables 3, 4, and 5, the toad combination will be in accordance with ASCE 7-10 Section 2 4 combining nominal loads using allowable stress design, load combination 7. Load combination 7 uses a bad factor of 0 6 applied to the wind velocity pressure. Equation 1, q=0.00256'Ki•K*Ka'VZ fref. ASCE 7-10 equation 30.3-1) q, , velocity pressure at height z K, , velocity pressure exposure coefficient evaluated at height z Kn , topographic factor V , wind directionality factor V , basic wind speed (3-second gust MPH) as determined from [2012 IBC, 2014 FBC] Figures 1609A, B, or C; ASCE 7-10 Figures 26.5-1A, B, or C Equation 2, V=V' (mf. 2012 IBC d 2014 FBC Section 16021 derindions) V,a , ultimate design wind speeds (3-second gust MPH) determined from [2012 IBC, 2014 FBC] Figures 1609A, B, or C; ASCE 7-10 Figures 26.5-1A, B, or C Equation 3, p=q.' (GCp-GCp,) fret. ASCE 7-10 equation 30 6.1) GC, , product of exlemal pressure coeMdent and gust -effect factor GC„ , product of intemal pressure coefficient and gust -effect factor p , design pressure (PSF) for siding (allowable desgn load for siding) To determine design pressure, substitute q r into Equation 3; Equation 4, p=0.00256'K. K.*K,'V. *(GCP GC,,) Allowable Stress Design, ASCE 7-10 Section 2 4.1. load combination 7 Equation 5, 0.6D + 0.6W (rat. ASCE 7-10 section 2.4 1, load combination 7) D , dead bad W , wind load To determine the Allowable Stress Design Pressure, apply the load factor for W (wind) from Equation 4 to p (design pressure) determined from equation 4 Equation 6, p- = 0."p] Equation 7, pm = 0.6'10.00256'K,' Kn-K.-Vm'(GCo GC,)] Equation 7 is used to populate Table 3, 4, and 5. To determine the allowable ultimate basic wind speed for Hardie Siding in Table 6, solve Equation 7 for V r, Equation 8, Vm = (pd0.6.0 00256-K{Kn'K,-(GC,-GC,))as Applicable to methods specified in Exceptions 1 through 3 of (20121BC, 2014 FBC) Section 1609.1.1, to determine the allowable nominal design wind speed (Vasd) for Hardie Siding in Table 6, apply the conversion formula below, Equation 9, V-'= V,.' (0.6)" (rat 2012 IBC d 2014 FBC Section 1609.3.1) V d . Nominal design wind speed (3-second gust mph) (rat. 2012 IBC d 2014 FBC Section 1602.1) Table 2, Coefficients and Constants used in Determining V and p, K. Wall Zone 5 Height (ft) Exp B Exp C Exp D Ki, Ka GC GC 0-15 0.7 085 103 h560 1 1 0.85 1 4 018 20 0.7 09 1.08 1 0.85 1.4 0.18 25 0.7 0.94 1.12 1 0.85 1.4 0.18 30 07 098 1 16 1 0.85 1 4 018 35 0.73 1.01 1.19 1 0.85 1.4 0.18 40 0.76 1.04 122 1 0.85 1.4 0.18 45 0 765 1.065 1.245 1 0.85 1.4 0.18 50 0.81 1.09 127 1 2.B2 1.4 0.18 55 0.83 1.11 1.29 1 0.85 1.4 0.18 60 085 113 1,31 1 085 1.4 0,18 100 0.99 126 1,43 h>60 1 0.85 1.8 0.18 RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com Table 3, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds -'Wind Exposure Category B. Wind S 3-secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft) B B B B B B B B B B B B B B 0-15 14.4 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57 8 63.7 20 14 4 15 9 17.5 19.1 20.8 24 4 28.3 32.5 37.0 41.7 46.8 521 57 8 63.7 25 14.4 15.9 17.5 19.1 20.8 24 4 28.3 32 5 37.0 41.7 46.8 52.1 57.8 63.7 30 14A 15.9 17.5 19-A 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 63.7 35 15.1 16.6 18.2 19.9 21.7 25.4 29.5 33.9 38.6 43.5 48.8 54.4 60.2 66.4 40 15.7 17.3 19.0 20 7 22.6 26.5 30.7 35.3 40 1 45.3 1 -50.8 56.6 62.7 1 -69.1 45 16.2 17.9 1 -19.6 21.4 31.7 36.4 41.5 46.8 52:5 58.5 64.8 714 50 16.7 184 20.2 221 7 37.6 428 48.3 54.1 30.3 9N 73.7 55 17.1 18.9 20.7 22.6 a-24-7-28 6450.2 38.5 43.8 49.5 55.5 61.8 68.5 755 100 25.6 28.2 3 . 33 8 57.6 65.5 74.0 2.9 924 102.4 11 9 Table 4, Allowable Stress Design - Component and Cladding (C3C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category C, Wind Speed 3-secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (it) C C C C C C C C C C C C C C 0.15 17.5 19.3 21.2 23 2 25.2 29.6 34 4 39.5 44.9 50.7 56.8 63.3 70.1 77.3 20 18.6 20.5 22.5 24 6 26.7 31.4 36 4 41.8 47 5 53.7 60.2 67.0 74.3 81.9 25 19.4 21.4 23.5 25.6 27.9 32.8 38 0 43.6 49.6 56.0 62 8 70.0 77 6 85.5 30 20.2 22.3 24.5 26.7 29A 34.2 39.6 45.5 5Tli 58.4 65.5 73.0 80.9 89.2 35 20 8 23 0 25.2 27.6 30 0 35 2 40.8 46.9 53.3 60.2 67 5 75.2 83.3 91.9 40 21.5 23.7 1 -26.0 28.4 30.9 36.3 42.0 48.3 1 -54.9 62.0 69.5 77.4 85.8 1 -94.6 45 22.0 24.2 26 6 29 1 31.6 37.1 43 1 49.4 56 2 63.5 71.2 79.3 87.9 96 9 50 22.5 24.8 27.2 29 7 32.4 38.0 44.1 50 6 57.6 65.0 72.9 81.2 89.9 99.2 55 22.9 25.2 27.7 30.3 33.0 38.7 44 9 51.5 58 6 66.2 74.2 82.7 91.6 101.0 4 4 4 1 3. 100 32.6 35.9 39.4 43 1 46.9 55.0 63 8 73.3 83 4 94.1 105 5 117 6 130 3 143.6 Table 5, Allowable Stress Design - Component and Cladding (CEC) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category D, Wind Speed(3-secondgust) 100 105 110 115 120 130 140 150 160 170 1 180 190 200 210 Height (ft) D D D D D D D D D D D D D D 0-15 21.2 23.4 25 7 28 1 30.6 35.9 41.6 47.8 54.4 61.4 68.8 76.7 85.0 93 7 20 22.3 24.6 27.0 29 5 32.1 37.7 43.7 50.1 57 0 4.4 72.2 80.4 89.1 98.2 25 23.1 25.5 28.0 30.6 33.3 39.0 45.3 52.0 59.1 66.8 74.9 83.4 92.4 101.9 30 23.9 26.4 29.0 31.6 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 165.5 35 24 5 27 1 29.7 32.5 35.3 41.5 48.1 55 2 628 70 9 79.5 88.6 98.2 108.3 40 25 2 27 7 30.5 33 3 36.2 42 5 49.3 56.6 64.4 72.7 81.5 1 -90 9 100 7 111.0 45 25.7 28 3 31.1 34 0 37.0 43.4 50.3 57 8 65.7 1 -74.2 83.2 92-7 102 7 113.3 50 26.2 28.9 31 7 34.6 37.7 44.3 51.3 58.9 67.1 75.7 44.9 94.6 104 8 115.5 55 26.6 29.3 32.2 35 2 38.3 45.0 52 2 59.9 68 1 76.9 86.2 96.1 106A 117.4 100 37.0 40.8 44 7 48 9 53.2 62.5 72 5 83.2 94.6 tOfi.B 119 8 133.4 147 9 163.0 Tables 3, 4, and 5 are based on ASCE 7-10 and consistent with the 2012 IBC, 2012 IRC and the 2014 Flonda Building Cade IA,\N ` 11,n0GlA ", 11, RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-8474595 FAX PROJECT. RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS_, INC. 1-888-542-7343 info@jameshardie,com Table 6, Allowable Wind Speed (mph) for HardiePanef Siding (Analytical Method in ASCE 7-10 Chapter 30 CdC Part 1 and Part 3)4 \`\``` iPO C 201218C, 2014 FBC 2012ISC, 2014 FBC G- 2412 i Z 9 : STATE FlwQ if '•., Lp Foot..' FR1ED111 lll Coefficients used In Table 6 calculations for V. Allowable, UlLmate Design Wind. Speed, Vur . 3-second gust mph) Allowable, Nominal Design Wind. Speed, 44Vue 3-second gust mph) Applicable to methods specified m [2012 IBC, 16°'; asde]t rnrined 12012 IBC, 2014 FBC] Figures 1609A. B. or C. Applicable to rreerods d 3 of FSC] Ct Seclaon 1609.1.1 Wind exposure category Wind exposure category Siding K, Product Product Thickness Inches) Width inches) Fastener Type Fastener Sparing Frame Type Stud Sparing inches) Building Height' l feet) B C D B C D Allowable Dew Load PSF) Exp B Exp C Exp D Ka K, GC, GCr HardiePanef 5116 48 common 6 2X4 wood Hem -Fir 16 D-15 186 168 153 144 130 118 9 7 0 7 085 103 h560 1 0.85 14 018 20 186 164 149 144 127 116 49 7 07 09 108 1 0 85 1 4 0 1 e 25 186 160 147 144 124 114 49.7 07 094 1.12 1 085 14 018 30 186 157 144 144 121 112 49.7 0.7' 0.98 1.16 1 0.85 1.4 0.18 35 182 154 142 141 120 110 497 0 T3 101 1.19 1 0.95 1.4 018 40 178 152 141 138 118 109 49.7 0.76 1 D4 122 1 0.85 14 018 45 175 150 139 136 117 108 9 7 0 785 1.065 1245 1 095 14 018 50 172 149 138 1 134 115 107 49 7 0.81 109 1.27 1 085 14 0.18 55 170 147 137 132 114 106 49.7 0.83 1.11 1.29 1 0.85 1.4 0.18 60 168 146 136 130 113 105 9.7 0.85 1,13 1.31 1 0.85 1.4 0.18 100 139 124 116 1D8 96 90 49.7 0.99 126 143 h>60 1 085 18 018 HardiePanef 5116 48 common 6 4 2X4 wood Hem -Fir 16 D-15 1 233 212 192 181 164 149 78 7 07 085 103 hs60 1 0.85 1 -14 1 0 18 20 233 206 18B 181 159 146 78.7 0.7 0.9 1.08 1 0.85 14 0.18 25 233 201 185 181 156 143 78.7 0.7 094 1.12 1 0.a5 1.4 0.18 30 233 197 181 181 153 140 78.7 0-7 098 1.16 1 0 85 14 0.18 35 229 194 179 177 151 139 78.7 0,73 1.01 119 1 085 1.4 0.1e 40 224 192 177 174 148 137 797 0.76 104 122 1 0 85 14 018 45 220 189 175 171 147 136 78 7 0 785 1.065 1245 1 085 14 018 50 4 187 173 3 145 134 78 7 0,81 109 1 27 1 085 14 018 55 214 185 172 166 144 133 78.7 0.83 111 1.29 1 0.85,-1.4 018 60 212 11 171 164 142 132 78.7 085 113 1.31 1 0 85 1 4 0.18 100 1 175 1 155 146 136 120 113 78.7 0.99 126 1.43 h>60 1 0.85 1.81 0.18 HardiePanef 5116 48 comp, 6 2X4 wood Hem -Fr 24 0-15 147 134 121 114 103 94 31 3 07 065 1 03 h560 1 0951 1 41 018 20 6-7 130 119 32659 101 92 31.3 0.7 09 1.08 1 OA5 1,4 0.18 25 7 127 116 5 98 90 31.3 03 094 1.12 1 0851 1 4 0 18 30 147 124 114 114 96 89 31.3 0 7 098 1.16 1 0851 14 018 35 144 123 113 112 95 87 31.3 073 101 1.19 1 085 14 0.18 40 141 121 1 112 1 109 94 86 1 -31.3 0.76 104 1.22 1 085 1.4 018 45 139 119 110 1D8 92 86 31.3 0785 1.065 1245 1 0.95 14 0.18 50 1 137 118 109 106 91 85 31.3 081 109 1 27 1 0 85 14 018 55 1 135 117 108 105 91 84 31.3 0.83 1.11 129 1 OA5 14 0.18 60 134 116 108 103 90 83 31.3 0.85 113 1.31 1 085 14 0.18 100 111 98 92 86 76 71 31.3 0.99 126 1.43 h>60 1 0 a5 18 018 HardiePanef 5/16 48 common 4 2X4 wood Hem -Fir 24 0-15 182 165 150 141 128 116 47.7 0 7 0.85 1.03 h560 1 0.85 1.4 0.18 20 182 1 160 146 141 124 113 47.7 0 7 1 09 1 108 1 0,85 1.4 0181 25 182 157 144 1 141 1 121 111 1 -47.7 0 7 094 1.12 1 0 85 14 0.18 30 182 154 141 141 119 109 47.7 0 7 098 1.16 1 085 14 0.18 35 178 151 139 138 117 108 47.7 073 101 1.19 1 0 85 14 0.18 40 174 149 138 135 116 107 47.7 076 1.04 122 1 0.e5 1.4 018 45 172 147 136 133 114 106, 477 0 755 1.065 1246 1 0.55 14 0.18 50 169 146 135 131 113 105 47.7 081 1.09 127 1 0.85 14 0.18 55 167 144 134 129 112 104 47.7 0 83 1.11 129 1 0 a5 14 0 16 60 165 143 133 128 111 103 47.7 0.85 1.13 1.31 1 0.85 14 OAS 100 137 121 114 1 106 94 B8 477 099 126 1.43 h>60 1 10851 1 8 01e HardiePanef 5/16 48 4d, 0.091 in. shank X 0.225 X 1.5 in. long ring shank nail B e 2X4 wood SGtO 36 16 0-15 144 131 119 112 101 92 30 0 0 7 085 103 hs60 1 0,85 1 A 0.18 20 144 127 116 112 98 90 30 0 0 7 09 108 1 0.85 14 0.18 25 144 124 114 112 96 88 30 0 0 7 094 1.12 1 0.85 14 0 18 30 144 122 112 112 94 87 30.0 07 098 1.16 1 0 115 14 0.18 35 141 120 111 1 D9 93 86 30.0 073 101 1.19 1 085 1.4 018 40 138 118 109 107 92 85 300 0.76 104 122 1 OA5 1 4 018 45 136 117 108 1 D5 1 91 84 30 0 0 785 1 065 1.245 1 085 14 0.18 50 134 116 107 104 89 83 30.0 0 et 1 09 127 1 0.85 14 018 55 132 114 106 103 89 82 30.0 0 83 1 11 1.29 1 0 85 1 4 0.18 60 131 113 105 101 1 88 82 30.0 0 85 113 1.31 1 0.85 1.4 0.18 100 1 108 1 96 90 84 1 74 70 30.0 0 99 126 t.43 h>60 1 0.85 t 8 018 RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardle..com 01344 1 IZ Q;c.PY1F1 qT;9 2012 (BC, 2014 FBC 2012 IBC. 2014 FBC 2412 Alkmahle, Ultimate Design Wind, Speed, Allowable, Nominal Design Wind, Speed, 3-second gust mph) cs 3-second gust mph) STATE F i`-`/•''LO R10:'' c . 7V %` DE..... 7/ Itll 1111 11U coefficients used in Table 6 calculations for V. Applicable to methods specifiedSCI Sec on 1609.1 1. as determined 2012 IBC, 2014 FBC) Figures 1609A. B, a C Applicable to methods specified m Exceptions 1 through 3 of [2012 IBC, 2014 FBC] Section 16091.1 Wind exposure category Wind exposure category Siding K, Product Product Thickness inches) Width inches) Fastener Type Fastener Spacing Frame Type Stud Spacing inches) Building Heghi' r feet) B C D B C D Allowable Desgi Load PSF) Ecp 8 6rp C 6cD D K. K. GCS GC, D-15 198 180 163 153 139 126 56.6 07 085 1.03 hs6o 1 0.95 1 4 018 HardiePaneM 114 48 Min. No 8 X 1 in. long X 0.323 in head diameter ribbed bugle head screws 6 Min. No. 20 gauge X 3.625 in X 1.375 in metal stud 16 20 198 175 159 153 135 123 56.6 07 0.9 1.08 1 085 1.4 018 25 198 171 157 153 132 121 1 -56.6 07 094 T12 1 o 95 71 4 016 30 198 167 154 153 130 119 56.6 0.7 0.98 t.16 1 0.85 14 018 35 194 165 152 150 128 118 56.6 0.73 1.01 1.19 t 0 85 14 018 40 190 162 150 147 126 116 56.6 0.76 1.04 1.22 1 0.85 14 018 45 187 161 146 145 124 115 56.6 0 785 1.065 1245 1 085 14 018 50 184 159 147 143 123 114 56.6 0.81 1.09 127 1 0.85 14 0.18 55 182 157 146 141 122 113 56.6 0-53 1.11 129 1 0.85 1.4 0.18 60 180 156 145 139 121 112 S6.6 0.85 113 1.31 1 0 BS 1 4 018 100 149 132 124 115 102 96 56.6 0.99 126 1.43 h>60 1 0 85 1 6 1016 0-15 146 1 132 120 113 102 93 30.6 07 1 0.85 1 103 IhS6O 1 0.85 1.4 1018 HardiePanel9 1/4 48 Mn. No 8 X 1 in. long X 0.323 in head diameter bugle head 6 Min. No 20 gauge X 3.625 in.X 1.375in metal 24 20 146 128 117 113 99 91 30.6 09 1.08 1 085 14 018 25 146 126 115 113 97 89 30.6 094 1A2 1 085 14 0.18 30 146 123 113 113 95 88 30.6 0.98 1.16 1 0.85 1A 018 35 143 121 112 110 94 86 306 k07 1.01 1.19 1 0.85 1.4 018 40 140 119 110 108 93 85 306 104 122 1 0.85 14 018ribbed4513711810910691853061.065 1.245 1095 14 018 50 135 117 108 105 90 84 306 109 127 1 085 1.4 0.18stud5513411610710490833061.11 129 1 0.85 1.4 0.18 screw 60 132 115 106 102 89 82 30.6 0.85 1.13 1.31 1 0.85 14 1018 100 1 109 1 97 91 85 75 70 306 099 1.26 1.43 h>60 1 085 1 8 018 Hard*PaneM 5116 48 ETBF 0.100 in. knurled shank X 1.5 can long X 0.25 can. head diameter pin faslene 4 adge 8 field Min. No. 20 gauge X 3.625 in. X 1375 in metal stud 16 0-15 198 180 163 153 139 127 56 7 07 085 1 03 h560 1 085 14 018 20 198 175 160 153 135 124 56.7 0.7 0.9 1.08 1 0.85 1 4 018 25 198 171 157 153 132 121 56.7 07 0.W 1.12 1 085 1.4 0181 30 198 167 154 1 153 130 119 1 -56.7 0.7 098 1.16 1 085 14 018 35 194 165 152 150 128 118 56.7 073 101 1.19 t 0.85 14 01e 40 190 163 150 147 126 116 56.7 0.76 104 122 1 0.85 1.4 07 45 187 161 149 145 124 115 56 7 07851 1.065 1245 1 0.85 14 018 50 184 159 147 143 123 114 56.7 0.81 109 127 1 085 1 4 018 55 182 157 146 141 122 113 56.7 083 1 11 1.29 1 085 1.4 018 60 180 156 145 139 121 112 56.7 0 85 1 13 1.31 1 0 &5 1 4 O t8 100 149 132 124 115 102 96 56.7 099 126 1.43 h>60 1 0 85 1 8 018 HardiePanel9 5/16 48 ETd F 0.100 in. knurled shank X 1.5 in long X in head head diameter pin fastenerz 4 edge 8 field Mn. No. 20 gauge X 3 625 in X 1.375 in metal stud 24 0-15 153 139 126 1 118 1 107 98 1 -33 7 07 085 103 Ihs6O 1 1 0 85 14 018 20 153 135 123 118 104 95 33.7 0.7 0.9 1.0E 1 0.85 14 018 25 153 132 121 118 102 94 33.7 0.7 0.94 1.12 1 085 1.4 0.18 30 153 129 119 118 100 92 33.7 0.7 098 1.16 1 0 e5 14 018 35 150 127 117 116 99 91 33.7 0.73 1-01 1.19 1 0.85 14 018 40 147 125 116 114 97 90 33 7 0.76 1.04 122 1 0.85 14 018 45 144 124 115 112 96 89 33 7 0 785 1.065 1245 1 0.85 14 0181 50 142 122 113 110 95 88 33.7 0.81 1.09 127 1 085 14 01B 55 140 121 113 109 94 87 33.7 0.83 1.11 129 1 0 85 1 4 0.18 60 139 120 112 107 93 87 33.7 085 1 13 1.31 1 0.85 1.4 018 100 115 1 102 95 89 79 74 33.7 0.99 126 1.43 jh>60 1 1 10.851 1.8 1018 1. Screws shall penetrate the metal tramrng at least three Tull threads 2. Knurled shank pins shall penetrate the metal framing at least 1/4 inch. 3. Building height = mean roof height (in feet) of a building, except that eave height shall be used for roof angle O less than or equal to 10* (2-12 roof slope). 4. Vuk = the ultimate design wind speed (3-second gust mph) as determined by [2012 IBC, 2014 FBC] Figures 1609A, 1609B, or 1609C, ASCE 7-10 Figures 26.5.1A 26-5-1B, or 26 5-1C. 5 Vasd = the nominal design wind speed applicable to methods specified in Exceptions 1 through 3 of 12012 IBC, 2014 FBC] Section 1609 1.1. 6. The wind speeds can [2012 IBC, 2014 FBC] Figures 1609A, 1609E and 1609C are ultimate design wind speeds, Vult, and shall be converted in accordance with [2012 IBC, 2014 FBC] Section 1609.3.1 to nominal design wind speeds, Vasd, when the provisions of the standards referenced in [2012 IBC, 2014 FBC] Section 1609.1.1. Excep4ons 1 through 3 are used. 7 Linear interpolation of building height and wind speed is permitted. 8 Wind speed design assumptions per Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3 Ke=1, Kd=0.85, GCp=-1.4 (h560), GCp=-1.8 (h>60), GCp,=0 18. LIMITATIONS OF USE: 1) Fastener pullout must be evaluated when installed a species of wood studs other than that which was tested. PROJECT RIO.2578-15 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE0 BRAND FIBER -CEMENT PANELS TO WOOD FURRING SOLUTIONS JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELMAVENUE FONTANA, CA 92337 TABLE OF CONTENTS PAGE COVER PAGE - - 1 ' EVALUATION SUBJECT 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS . 2 TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING 2 TABLE 1 B, ANALYSIS OF ALLOWABLE LOAD FOR #8 SCREW AT 10" O.C. 2 JUSTIFICATION OF USING THE RESULTS ON LIGHT GAUGE STEEL FRAMING - 2"- DESIGN WIND LOAD PROCEDURES 3 TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING VAND p 4 TABLE 3.ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 4 TABLE 4, ALLOWABLE STRESS DESIGN C&C -PRESSURES EXPOSURE C 4 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 4 TABLE 6, ALLOWABLE WIND SPEED (MPH)'FOR HARDIEPANEL SIDING 5-6 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7-10. THE 2014 FLORIDA BUILDING CODE, AND THE 2012 INTERNATIONAL BUILDING CODE. PREPARED BY: " RONALD 1. OGAWA d ASSOCIATES, INC. 16835 ALGONOUIN STREET 0443 HUNTINGTON BEACH, CA 92649 714492-2602 714-847-4595 FAX Irtjrrrrrrr"lr OGAKlq ' 1 ccIE t RONALD 1.OGAMAA3300KTE3. IMC. IBM ALGONOUN STREET 0443 HUNTINGTON SEACK CA 92849 m 714.MZWZ (F) 714447.4W5 PROJECT. MO.25T815 EVALUATION SUBJECT NardlePattellO SIMM Jump Namme Product haft Names tasted In thb evahmdkm* NsrdN MweSIOYtp,c mWnrld•SIBng.Press-Penal Stotts EVALUATION SCOPE: ASM 7.10 2014 P40fa St@rts Code 20t2 btants wm etima tp Cot 2012 NaRedfonad Cafe EVALUATION PURPOSE: This anerysb Is b dear m. 00 ma*— 0-Ign 3r9oa0 am.Mf sp.w to be restsad ei an --w.* d ItardaPartd ICwnwal prevail Pane dery raa+.nw e.Ow ho ps en ather woos or metal barrbtp wkh na b er aorews REFERENCE REPORTS: 1, bftn* Ragri 1CM43 70OO4M& Tr-owsa bf last an NardWaneA TEST RESULTS: Table a Resdb of Tan ant Lad Tooft Frwro Fa.wor UOirtele TM Tlddeou Speft SPedns F"wtwroe loss Oeslpnuad Roma Ntnttlw VAM AM. Rome Type be. and Obtandaa PS 0'Sn FaOoe Mote 1020243030O0O01A kawtak 0.31n as ZM woad 04 W No vy 3.7 10 0 No 0 X 1 n' bn0 X 0.32T NO Ml 43.0 p/ throw rtraWae w10SPFhavingdbbdkVbtoadsetae102= 4311=O0O01A Intmetsk 0.3125 40 VA woad sue' 314• Oft by 3.9 t0 0 ao. 0 x 12V tarp X 0.325 ND 131.a s3,e pull 0lrouyt rAfeSPFMtrpebbedbussheadwewsf02024363000001A barl.k 03125 49 3X4 eO6PFFor" by 3-T f0 tt No. on NO100.1 JSa PA Waugh AWN 10202a> d3CpO.pD1A blraraR 0.31n ae 2X4 wood"3A1. 00at by 3.S 1e 0 0. 0w therm x 021 r MO x I w 147. 6 es" 0soughtbao0ae vAde SPFlur" we ft worm no 10202UeJCOMMA InanM 0.3123 as 2Xa wbbe" W Oche try 3.IS 24 0 Nb 0 X 129 bn0 X 0.32T MO 42J 27.0 p6 through ArsWea 1rA0e SPFfur" imbed" bead carte t ahata 1. MlesatwrswereatUMonttvtstppsrwn*on Into bo Warning member. 2. Abardtla bad Is demaim0d ban UWMM bad dnAead by s actor of 604V d 3. 3. NarMeParM SWV camAM rddt ASTM C1100, SWOard Sppdita bn tar Grade t3 Type A Abn4abeabs FiftoCentwa Rot Shasts. Table lb. 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FSS ONA1- `', RONALD L OGANAASSOO ATES, INC. 18835 ALGONOIAN STREET SW NUNTINGTON BEACK CA92049 T) 714.202.280l; (F) 714447-4595 PROJECT. RIO.257B-15 DESIGN WIND LOAD PROCEDURES. Faw-0 ommil chop bawvww bed M dpr Wsol bW beg ")I b defweoI vb oom- tN ft wnnr efa bW rAdwo tan ondwft Via Ow mmvona bW bebeO in eavrabb daipr+ bW as 0etwmiw 1 based on a am 01 abpr of 3 @PON b DU tuna tW Im. Egwtlon1. gr0.00250'IC.'K.%V 0aI.ASCE7•1009Ma0M3D.31) 16. v+bdb p— a1 h*m a K. . vdo ft paawa **cam womoil a avd nw at hdom s Kw.Impa "'adw Egwfbn 3. K.. v* d doadfwn0t7 ado. V . beak v*w pod (Saaawd Owl MPH) of doWu* W babe 2D1219C Flpwaa 1000A B, or Q AS= 7.10 Fipwoe 20.6/A B, or C V•V. pd. 2D12 ®C SOON" font dwdle 6 y V.. Wbufe dadpn vrid We@* (34owd gat MPIQ --- iw0 bom 201218C Flp m 1GOOk B, or C; ASCE T•10 Rgufaa 20.$-IA B a C Egr0on 3. p,%gGc rGCJ OW, ASCE 7.10 sma*o $0.61) C.'Cv . 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E®mm i•®KL}MtmmKLl®Ommm F/®smKEiMtO ttla®Omm® MEN MUMtm®®ttL:MNEEMM[M7®®Ommm 00m®®mmQ!®®mmm MEA Mum OREN mallmammEm INEMERKENKExKM 30®mm a.4Y ryr • w Ir.tyrrM• t.rO.MaM Vr w.. an!• wrt. rw rra4 • r tew rrir Pta Irtwp trrby r,a•w. trr.-..Ww P*AMWMr ."Ml.0Mrrr MCKgnt" ftd a:"L"IL w.t.•rw4a..• VP.M ONb4 L ti m •CnCaa bGIC.r•+. rwa..t. t,.r•rwrarrrw a Ylr/ rw rM r •r•r+aW arw Ir1 0•rwY r/MirrA r C b.MrrwYM Oa.rr.tll l r.r an Pall on P46.1.aft .• UMTATOMS OF UM Mn Myt vsiwsj 1yMw Lone O7Ve boo Pw WMiOaft cowl, Fto". MOIL 7l-07T2W. 6 . . o _UumwA Intertek] REPORT NUMBER: 102024363CO"01A ORIGINAL ISSUE DATE: April 1, 2015 REVISION DATE: April 30, 2015 EVALUATION CENTER INTERTEK TESTING SERVICES NA LTD. 1500 BRIGANTINE DRIVE. COQUITLAM, BC- V3K 7C1 - RENDERED TO. JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 PRODUCT EVALUATED: HardiePanei® EVALUATION PROPERTY: Transverse Load Testing, OGA r "4 • 21 STA F L Report of HardiePaneig tested In accordance with ASTM E330-2002120U4 Standard Test Method for Structural Performance of ExteriorWlhdows, Doors; Skylights and Curtain Walls by Uniform " Static• Air Pressure Difference This report is for the exdusive use of InterteWs Client and is provided pursuant to the agreement between Intertek and its Client. Intertek s responslbllity and liabiity are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Oient in accordance with the agreement; for any loss, expense or damage occasioned by the use of this report: linty the Client is authorized to copy or distribute this report and then only in its entirety. Any use of the Intertek- name or one of its marks far the sale or advertisement of the tested material, product or service must first be approved in writing by Intertek The observations and test results in this report are relevant only to the sample tested. This report by itself does not imply that the material product; or service is or has ever been under an Intertek certification program. James Hardie 6ulldirq Products, k,c. Report No.1020243S3CQO-Oo1A April 30, 2015 Pale 2 0(7 1 Table of Contents 1 Table Of Contents.............................................................................................................. 2 2 Introduction........................................................................................................................ 3 3 Test Samples..........................................................•••........................................................ 3 3.1. Sample Selection........................................................................................................ 3 3.2. Sample And Assembly Description............................................................................. 3 4 Testing And Evaluation Methods........................................................................................ 3 4.1. Conditioning..............................................................................................................3 4.2. Transverse Load......................................................................................................... 3 5 Testing And Evaluation Results.......................................................................................... 5 5.1. Results And Observations ............................................... ... 5 6 Conclusion........................................................................................................................ 6 Appendix A Transverse Load Test Data.....................................................................17 Pages RevisionSummary ............................................................................................................ 1 Page too is' praAW,q i1 I cc SA FL FSSIONP ! Intertek MIAMI•DADE MIAMI-DARE COUNTY Lod0111 PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADAIINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy James Hardie Building Product, Inc. 10901 Elm Avenue' Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable riles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: "Hardie", "Cem" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I.Ogawa, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade . County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, Plant City, Florida, and the following statements: "ASTM C 1186 Type A compliant" and "Miami -Dade County Product Control Approved" is to be located on each siding plank or panel and per FBC 1710.9.2 and 1710.9.3 on soffit panels. RE, NEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of tNs product. TERMINATION of this NOA will occur after the expiratiou date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided -to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 13-0311.07 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 15-0122.04 Expiration Date: May 1, 20)7 Approval Date: April 9, 2015 03/3 1 15 Page 1 James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 13-0311.07" 1. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction', sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I. Ogawa, P.E. B. TESTS "Submitted under NOA # 13-0311.07" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of HardiePlank, HardieSoffit and HardiePanel, prepared by Intertek Testing Services NA LTD, Test Report No. 100733361COQ-004, dated 08/24/2012, with revision 1 dated 04/25/2013, signed and sealed by Rick Curkeet, P.E. Submitted under NOA # 02-0729.02" Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves P.E. 3. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves P.E. 4. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 5ch edition (2014) FBC issued by Ronald I. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa, P.E. 03 3 1 15 Carlos M.. Utrera, P.E. Product Control Examiner NOA No. 15-0122.04 Expiration Date: May 1, 2017 Approval Date: April 9, 2015 E-1 A No I WALL IEIGH i i WALL LENGTH Stud Spacing at 16" O.C. SEE B 4 1 i 1 DETAIL A r_---- - --__ Jfir_ i---- r ` SWIhick ply APA rated i+, tt, \.d '4 _ ply sheathing in accordance with Florida p-r `? ''L `•E• Building Code Section as co ioR rjeh tip tondo ' - 2=3 Amty c Noir?• := ( x% *. Wattr-resistive Dgiar fl/ 17 hJ - flF ` barrier per Florida av $ Bwlding Code Nfilm owe P. PMU-11 ! ®I r Secfion 1404.2 FFSSPQr11 +.. a' 2• x 4' S-P-F Wood Studs D11T91.A BF - I Nails at 16" O.C. (typ.) 3/8" Minimum Edqe Distance Sheathing fastener, as described in Note 1 Panel fastener, as described in Note 2 i HardiePanel, Cempanel, Prevail Panel Siding tarred Water -resistive barrier per Florida Building Code Section 14042 5M" thick / 5 ply APA rated plywood sheathing fastened in accordance with Florida Building Code Section 2322.3 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. PRODUCT DESCRIPTION HardePanel®, Cempanel®, & PmvaiND Panel Siring materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade 11, Type A and meeting the requirements of the Florida Building Code. PANEL DIMENSIONS Width Length Thickness 4' 8,9,10' 5/16" DESLGN PRESSURE RATING Installation Design Pressure Wood Studs -76 psf HardiePanel, Impact Resistant - SECTLON B-r' Cempanel, Planks installed over 5/8" thick / 5 ply Prevail Panel APA rated plywood sheathing Siding IARDIE A L CEMPANEL.. PREI/QLL NEL SIDING 1NSTI LL TION DE gILS All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Wood studs where HardiePanel, Cempanel, Prevail Panel Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA Note 1] 5/8' thick / 5 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Building Code Section 2327-3. The siding panels shall be installed over 5/8' thick 15 ply APA rated plywood sheathing supported by a minimum of 2"X4" S-P-F wood studs spaced a maximum of 16" O.C. Note 7] The siding panel fastener shall be a 2' long, 0.223" head diameter, 0.092" shank diameter, corrosion resistant siding nail; the fasteners shalt be spaced at 6" Q.C. at panel edges and intermediate studs; the fasteners shall be driven through the 5/8" thick 15 ply APA rated plywood sheathing into wood studs located at 16" O.C. Fasteners shall have a minimum edge distance of 17 anal a minimum clearance of 2" from comers. Creator. E. Gonzales HARDIEPANEL, CEMPANEL PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 MG NO A i I PNL-PLK-SOFF 112' =1'-0" I Date: 4/24/2013 1 OF 12 Fastener Spacing per FloridaBuildingCodeSection2322.3 IfI. PReDLcr arvism 406soyi* WiLb ft-Fift+As ACVW=w NO ow. F'n duct Coaxal MODUCTIEVMM- Mconvay;Mwith the rbla"-c 1Ld7 BY Nbaw ProdriaCentmi I\ 71 Fastener Spacing per Florida Building Code Section 2322.3 I. Cladding Framing Sheathing f -=_ I ate =_ STA 0 ER&MING NOMINAL 2" X 4' S-P-F WOOD STUDS 16. O.C. FASTENED WITH 3-112" 16d COMMON NAILS (2 PER TOP AND FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE BOTTOM CONNECTION) NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WtrH THE FLORIDA BUILDING CODE A EATFIING NOMINAL SIS" THICK/ 5 PLY APA RATED PLYWOOD HARDIEPANEL, CEMPANEL, PREVAIL PANEL SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDNG CODE SECTION 2322.3 INSTALLATION DETAILS WOOD STUD CONSTRUCTION CLADD(K-G THE PANEL IS FASTENED WITH 2- LONG, 0.223" HEAD James Hardie Building Products, Inc. DIAMETER, 0.092" SHANK DIAMETER, CORROSION 10901 Elm Avenue RESISTANT SIDING NAILS, PLACE NAILS V' Q.C. AT Fontana, CA 92337 PANEL EDGES AND INTERMEDIATE STUDS I!Fax!0400 SIZE rScu No DM No A PNL-PLK-SOFF Creator, E. Gonzales SCALE 1' = 11-0. Date: 4/2412013 SHEET 2 OF 12 1 ALL LENGTH Stud Spacing at 16" O.C. 1 ri I' C-W iY t1W FlotWeI iiRioce' ncehfv/ i/.v% WALL [ W nC n EIGHT B E--- 3/ 8" Minimum Edae rrn•-- No. 1 STATE = NAll SjW" tSEE & Q[WgC DESCRIPTION HardlePanel®, Cempanel®, & Prevail® DETAIL A Panel Siding materials are nonasbestos 5/ 8" thick 15 ply APA rated fiber -cement products tested in plywood sheathing fastened accordance with ASTM C1186 Grade 11, to metal studs as described Type A and meeting the requirements of in Note 1 the Florida Building Code. PANEL DLMENSIQN_S. Water - resistive Width Length Thickness barrier per Florida 4' 8,9,10' 5/16" Building Code Section 14042 DESIGN PJ3ESS_UR HATING Installation Design Pressure toga, 3-5/8" X 1-518" Metal Studs -104 psf Metal Cstud i,\ HardiePanel, impact Resistant- 1 — SEC-TJQN 6. Cempanel, Panel installed over 5/8" thick / 5 ply Nails at 5' O.C. (typ.) Prevail Panel APA rated plywood sheathing Distance Siding Sheathing fastener, as described in Note 1 s YM the Floc da rtq c Panel fastener, as described in 11°° t't° Note 2 p l Gad l + , HardiePanel® Siding Water - resistive barrier per Florida Building Code Section 1404. 2 5/ 8" thick /5 ply APA rated plywood sheathing fastened to metal studs as described in Note 1. 20ga, 3-5/8" X 1-518" Metal C-stud The wall and soffd frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. HA. IDIEp 11yEL CEMPAjIEL,PkZEVAIL PANEL SIDING_INSJALL ATION DELTAILA All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardiePanel, Cempanel, Prevail Panel Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N. O.A. ' Note 115/8" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at 6"00 at panel edges and all intermediate supports using a No.8-18, 0.315" head diameter X 1-1/4" long' bugle head screw The siding panels shall be installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum 209a, Nominal 3-518" X 1-5/8" Metal C-studs spaced a maximum of 16" O. C. Note 2] The siding panel fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-518" long' ribbed bugle head screw ("or screw shall have at least 3 full threads penetrating.metal framing); the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven through the 5/8" thick 15 ply APA rated plywood sheathing into metal studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers. Creator. E. Gonzales HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc, 10901 Elm Avenue Fontana, CA 92337 SIZE FSCM NO A ALE' 12" =1'-,0" OM NO PNL- PLK SOFF Date., 4/24/2013 (SHEET 3OF12 REV T 6.00in. PRODM IMEVISM w,i& t6e Fioridn lay n --)Oidc ProductCembot f' II I'I II T I• I 6.00in. I I II II I. I I 1-kcUL74% &X-v&'W L' a nwqpjywg wv& Sm Fl rift e4a iud Gods 22AARNo Dre O/ ER&RIN_G NOMINAL 20 GAUGE 3-5/8" X 1-5/8" STEEL STUDS 16" O.C. FASTENED WITH 5/8" WAFER HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHf AA -MU IG NOMINAL 5/8" THICK 15 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.315" HEAD DIAMETER X 1-1/4" LONG BUGLE HEAD SCREW CLADDING THE PANEL IS FASTENED WITH NO. 8-18, 0.315" HEAD DIAMETER X 1-5/8' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACE SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding Framing Sheathing I' I.I OGA - _ 0. 121 STATE OF ? • AL , FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Phone: 909-356-6300 SIZE FSCM No DM No Fax 909-427-0634 A I PNL-PLK-SOFF Creator. E Gonzales SCALE 1" =1'-0" Date: 4/24/2013 SHEET 4 OF 12 1 Stud Spacing at 16" O.C. WALL LENGTH i: ---- -- ---.- - ! i--- --------- ------- ---- as Ym6 WALL I I Bufldi o C7ode HEIGHT 7: i l Mip til ad!"•'•'••1'1 CJpplfp} i 11-........ J' 3/4" Minimum Edge Distance Nails SEE DETAIL A P-RODUCT bcSCRIPT]ON HardiePlank®, Cemplank®, & Prevail® Plank Lap Siding materials 5/8" thick /5 ply APA are nonasbestos fiber -cement rated plywood products tested in accordance with sheathing in ASTM C1186 Grade It, Type A and accordance with meeting the requirements of the Florida Building Code Florida Building Code. Section 2322.3 PANELp_IMFNSION$ Wad-re$Llt" Width Length Thickness barrier per Florida 59-1/2" 12' 5116" Building Code Section 1404-2 DESIGN PRESSUfZisRANG N,N 2"X 4" S-P-F Installation Design Pressure Wood Studs Wood Studs -92 psf Lap Siding Impact Resistant - Planks installed over 5/8" thick / 5 ply 1-1/a" tau x 5/1ti APA rated plywood sheathing thick starter strip DELTA .L—A Sheathing fastener, as H.AEtD1Ep_LAN.ICiCEMPLANI<LPRE/ 1.4us sID1.NGJN,S.CAu.grloN o AtL described in Note 1 All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Wood studs where HardiePlank, Cemplank, Prevail Lap Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA Note 1] 5/8 thick l5 ply APA rated plywood sheathing shall be attached to the studs in accordance Siding fastener, as with Florida Building Code Section 2322.3. Pit REVIMM described in Note 2 Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4" wide a was t be Florid. I laps at the top of the plank such that the exposure area of each plank is 5 8-1/4" vertically. Flu S HardiePlank, Cemplank, Prevail Note 2] The siding fastener shall be a 2-1/2' long, 0.223" head diameter, 0.092" shank diameter, corrosion -resistant siding nail; The siding is fastened:5 8-1/4" O.C. vertically and 16" O.C. horizontally; fasteners are driven into wood studs through 518" thick 15 ply APA rated plywood sheathing, fastenersLapSidingareplacedintheoverlappingareaapproximately314" from the bottom edge of the overlapping plank. Cw ei Vertical joints shall be placed over studs. Water -resistive barrier The planks shall be installed over 518" thick 15 ply APA rated plywood sheathing supported by a per Florida Building minimum of 2"X4" S-P-F wood studs spaced a maximum of 16" O.C. Code Section 1404.2 Fasteners shall have a minimum edge distance of 3/8". 5/8" thick /5 ply APA rated o HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING plywood sheathing fastened IN DETAILS WOOD STUD CONSTRUCTION in accordance with Florida James Hardie Building Products, Ina suilding Code Section 10901 Elm Avenue 2322.3 Fontana, CA 92337 X 4" S-P-F Wood Studs Phone: 909-356-Woo s¢E FSCM NO DAG NO REV The wall and soffit frames are to be designed Fax 909-427-0634 A PNL-PLK OFF 1tIbytheArchitectorEngineerofRecordin compliance with the Florida Building Code. Creator. E. Gonzales SCALE 1/2" -1'-0" Date: 4/24/2013 SHEEr 5 OF 12 Fastener Spacing per Florida Building Code Section 2322.3 - ---16 in. OC--- Cladding Fastener Spacing per Florida Building Code Section 2322.3 PRODUCT REV SFD as wM0yio8+ri&1brFltCw8 SWIEwsa f3 3//. 0; E,. aee Roduct C.a aat s3.251n. E8AMiNG NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-112" 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATHING NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 2322.3 C-LAQ I-G PLANKS OVERLAP 1-1W THE EXPOSURE IS s8-1/4" THE PLANKS ARE FACE NAILED WITH 2-1/2" LONG, 0.223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION - RESISTANT SIDING NAILS, -PLACED 3/4" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION Framing Sheathing PRODUCT REVMM tS41z I No. 121 s, ' '4 •- STATE OF paer,. =.c` Ft Q R IDS` - . 4 y rr-. 1- 41(Al- i r FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND %WV LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) Phone:909-356-63C Fax 909-427-0634 Creator. E. Gonzales HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION SIZE FSCM NO A 4LE James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 DWG NO RE PNL-PLK-SOFF 1 Date: 4/24/2013 f SHEET 6 OF 12 dt IWALL LENGT SEE PRODUCT D SCF31PT 10NStudSpacingat16" O.C. DETAIL A HardiePlankV, CemplanW, and 5r8" thick / 5 ply APA Prevail l Plank Lap Siding materials i - -- r. ----- -- - -- --- - --- - - - - -- -- — rated p a nonasbestos fiber cementTi" r rat ar sheathing fastened products tested in accordance with to metal studs as ASTM C1186 Grade 11, Type A and i meeting the requirements of thei.! described in Note 1 Florida Building Code, as co rinLit>b}iaffiids 1 1r ! . 1. i. IV/ water -resistive WALL i f' barrier per Florida PIANK pIMENSI_ON$ HEIGHT Building Code Width Length Thickness i fir Section 14042 5 9-1/2" 12' 5/16" Y . :i i .I j ade 7rodorx coeval 20ga, 3-SM- X 1-5/8" Metal C-stud DESIGN PRESSIJ RATING bIAj Installation.` T OF Press-, diePlankP Metal Studs 9 f Cempiank, revall 2 5 B - =.ss/ONAL Lap Siding Impact Resistant — 3/4" Minimum Edge Distance Nails at 16" O.C. {typ.) B-8 1-1/4^ tall X 5/16^ Planks installed over 5/8" thick 15 ply thick starttr strip APA rated plywood sheathing DE fAll HARDIEPLANK CE[IfIPLANI PREVAIL L.i P SfDING JNSiALLATIOTJ_DEJJ$ All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation Sheathing fastener, as recommendations, and the applicable sections of the Florida Building Code. described in Note 1 - Metal studs where HardiePlank, Cemplank, Prevail Lap Siding will be installed shall be designed by an PR0tKlCr R NZED Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. Note 11518" thick 15 ply APA rated plywood sheathing shall be attached to metal studs at 6"oc at panel A S Siding fastener, as edges and all intermediate supports using a No.8-18, 0.315" head d-iameterx 1-1/4" long bugle head screw described in Note 2 ` Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4' wide laps at f ; the top of the plank such that the exposure area of each plank is 5 8-114" vertically. Gwd 1 [Note 21 The siding fastener shall be a minimum No. 8-18, 0,315" head diameter X 2-1/4" long* bugle head HardiePlank screw over metal studs (~or screw shall have at least 3 full threads penetrating metal framing); The siding is J fastened s 8-1/4" O.C. vertically and 16" O.C. horizontally; fasteners are driven into metal studs through 5/8" 1, Cemplank, thick / 5 ply APA rated plywood sheathing, fasteners are placed in the overlapping area approximately 314" Prevail Lap Siding from the bottom edge of the overlapping plank. 0 Vertical joints shall be placed over studs. Water resistive The planks shall be installed over 5/8" thick 15 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 3-5/8" X 1-5/8" Metal C-studs spaced a maximum of 16" O.C. barrier per Florida 6 Fasteners shall have a minimum edge distance of 3/8". Building Code Section 1404.2 5/ 8" thick 15 ply APA rated plywood sheathing fastened to metal studs as described in Note 1 20ga, 3-5/8" X 1-518" Metal C-stud The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Phone: 909.356-6300 SIZE FSCM NO om `b Fax 909-427-0634 A PNL-PLK-SOFF Creator. E. GonzaIes SCALE 1/2" C 1'-0" Date: 4/2412013 SHEET 7 OF 12 1 Aw,.idx1!bCFkxk% Dwim" Go& Aemptown No 1-3-6I37 I/. e? T g, hedecr cJooe+oi 58.25in. F[_,'gMIJ1G NOMINAL 20 GAUGE 3-5/8" X 1-5/8" STEEL STUDS 16" O.C. FASTENED WITH 518" LONG RIBBED BUGLE HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SIHEATFjJNG NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC AT -PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.315" HEAD DIAMETER X 1-1/4" LONG BUGLE HEAD SCREW CLA_DD1NG PLANKS OVERLAP 1-1/4" THE EXPOSURE IS s 8-114" THE PLANKS ARE FASTENED WITH NO. 8-18, 0.315" HEAD DIAMETER X 2-1/4• LONG CORROSION - RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACED 3/4" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION 6 in. 6.001n.00 Cladding Framing Sheathing 11: U NA ql,- W. 121 ATE OF FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Phone: 909-356-6300 SIZE FSCM NO owc No Fax 909-427-0634 A PNL-PLK-SOFF Creator. E. Gonzales SCALE 1" =1'-0- Date: 424/2013 ISHEET 8 OF 12 REV 1 WALL i D_ETAII,A WALL LENGTH Stud Spacing at 16" O.C. 3/8" Minimum Nails at 4" O.C. Distance soffit fastener, as escribed in Note HardieSofFit, Cemsoffit Minimum 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record In compliance with the Florida Building Code. SEE DETAIL A i 2' X 4" S-P-F Wood Studs HardieSoffit, Cemsoffit SEC]]-0_"_B, Pf30MQ-L ESCJ21PTION HardieSoffitm & Cemsoffit® materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade 11, Type A and meeting the requirements of the Florida Building Code. SOFFLT DIMEAISION$ Width Length Thickness 4 8' 1 /4" PAMC N I?R- k$ UIRS Ej3A UhL Installation Design Pressure Wood Studs -70 psf QGAW4 721 STATE OF = `• It LoiiARD(. ES_O_EFIT—CF,iVIS_O_EFL7p}uJ.l-(MTALLAa"10 DETA-ALSAll installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Wood studs where HardieSoffit, Cemsoffit will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA The soffit shall be installed over minimum Z%4" S-P-F wood studs spaced a maximum of 16" O.C. Note 11 The soffit fastener shall be a 2" long, 0.223" head diameter, 0.092" shank diameter, corrosion resistant siding nail; the fasteners shall be spaced at 4" O.C. at panel edges and intermediate studs; the fasteners shall be driven into wood studs located at 16" d C. Fasteners shall have a minimum edge distance of 318" and a minimum clearance of 2" from comers. Creator. E. Gonzales PRODUCT REV1,SM g* yiuo -M me Fmcide Bum* CO& E n as By Pr° dust Goead HARDIF. SOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 FSOM NO DWG NO PNL- PLK-SOFF 1/ 2"= t'-d" I Date:4J24J2013 ]SHEET 9OF12 REV Cladding Framing- 4.001 141 to s coo as aoa y e.. &C Fh ola. AeftP M. lI- -4 = q*W ftt No tea 1 , 07 : 1,, IDue. Q:Vf r 121 r.•s. r..w+zt STAB OF FJ2AML G NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-1/2' 16d COMMON NAILS (2 PER TOP AND BOTTOM FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE CONNECTION) NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHTECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CLADDJNG THE SOFFIT IS FASTENED WITH 2' LONG, 0223" HEAD ' HARDIESOFFIT, CEMSOFFIT PANEL DIAMETER, 0.092" SHANK DIAMETER, CORROSION INSTALLATION DETAILS WOOD STUD CONSTRUCTION RESISTANT SIDING NAILS, PLACE NAILS 4" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS ,lames Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 9M7 Phone: 909-356-6300 SIZE FSCM NO DWS NO REV Fax 909-427-0634 A PNL-PLK-SOFF i Creator. E. Gonzales SCALE 1" = T-0" Date: 412412013 SftEEr 10 OF 12 WALL LENGTH Stud Spacing at 16" O.C. i rl WALL II IEIGHT i i I i I 1 I L — - ` -.;i 3/8" Minimum Edge Distance DI_TAI l~A 1 r Nails at 6" O.C. (typ. t fastener, as gibed in Note HardieSofBt, Cemsoffit i 20ga, 35/8" 4 1-51T Metal C=stud Lj The wall and soffit frames are to be L___ designed by the Architect or Engineer of Record in compliance with the SEE pRpDUCT QESCL RjP'tLQN HardieSoffi* & CemsoffitO materials DETAILA are nonasbestos fiber -cement products tested in accordance with ASTM C11BE 1 Grade 11, Type A and meeting the requirements of the Florida Building Code. 20ga, 3-5/8" X 1-5/8" SOEE LQjjMgNSI01_1S Metal Gstud Width Length Thickness 4' 81 HardieSoffit, Certuoffit DESIGN PRESSURE RAT 1{G installation Design Pressure Metal Studs -55mf 0Q, S_ECTIQI IPRODUC( REVLSED as -ft dw Florio eggsqt coat A=wom, rro I3,af; t -e i 121 Aoc.1/rnael!b j Y s' o AiEOF dl'n+d y Carol . M; . P.odea C4nao11 _ F; -- 0 l C P ?` a L1ARpIESOFF T CEMSOFFIT A_Nj:L_INSTALLATIOIyDE[A1LS%RLNrr r rr ` All installation shall be done in conformance with this Notice of Acturer's installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardieSoffit, Cemsoffit will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA The soffit shall be installed over minimum 20ga, Nominal 3-5/8" X 1-518" Metal C-studs spaced a maximum of 16" O.C. Note 11 The soffit fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-1/4' long"' ribbed bugle head screw (*or screw shall have at least 3 full threads penetrating metal framing) -, the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven into metal studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers. SIZE HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS METALSTUD CONSTRUCTION FSCM NO James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Florida Building Code. Creator. E. Gonzales SCALE' 1/2" =1•-0" DM NO RFV PNL- PLKSOFF I 1 Date: 412412013 1 SHEET 11 OF 12 j 6.o0in. 16.00in. Cladding Framing 6.00in. pR0D4lCT REVl!SFa s oo l'm6.rib &e Flohi pROp!)CC 1 D Me tin S / s eoa+P11 6 vr b bt Florid+ x, i° 7 , pWA I8ide1'rodauCaotiol \ OF ERAMjNG FFsSI O N P G' NOMINAL 20 GAUGE 3-518" X 1-5/8" STEEL STUDS 16" O.C. FASTENED WITH 5/8" WAFER HEAD SCREWS (2 PER TOP FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM AC11ON AND GRAVITY LOAD ARE AND BOTTOM CONNECTION) NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CI ADDING HARDIESOFFIT, CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO.8-18, 0.315" HEAD INSTALLATION DETAILS METAL STUD CONSTRUC710NDIAMETERX1-1/4 " LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACE James Hardie Building Products, Inc. SCREWS 5' O.C, AT PANEL EDGES AND INTERMEDIATE 10901 Elm AvenuepieSTUDS• Fontana CA 92337 Phone: 909-3%-6300 sizE FSCM NO OM No REV Fax 909-427-0634 A PNL-PL.K-SOFF 1 Creator. E. Gonzales sCALF 1" = 1'-0" Date: 4r=2013 sHM 12 OF 12 PROJECT RIO-2556-15 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE® BRAND FIBER -CEMENT PANELS TO WOOD, AND METAL FRAMED WALLS WITH VARIOUS FASTENERS JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS' PAGE COVER PAGE 1 EVALUATION SUBJECT 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 3 TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING 3 TABLE 1B, SHEAR VALUES 3 DESIGN WIND LOAD PROCEDURES 4 TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 4 TABLE 3, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 5 TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 5 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 5, TABLE 6, ALLOWABLE WIND SPEED (MPH) FOR HARDIEPANEL SIDING 6-7 LIMITATIONS OF USE 7 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7-10, THE 2014 FLORIDA BUILDING CODE, AND THE 2012 INTERNATIONAL BUILDING CODE. OGq,I"l, PREPARED BY: ZIF C•v'q G 2412 r RONALD I. OGAWA & ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 FT E a. 714-292-2602 714-847-4595 FAX JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com EVALUATION SUBJECT HardiePanelO Siding James Hardie Product Trade Names covered In this evaluation: HardiePaneW Siding, CempaneW Siding. Prevad- Panel Siding EVALUATION SCOPE: ASCE 7-10 2014 Florida Building Code 2012 Intematanal Buikting Code® RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 EVALUATION PURPOSE: This analysis is to determine the maximum design 3-second gust wind speed to be resisted by an assembly of HardiePanel (Cempanel, Prevail Panel) siding fastened to wood or metal framing with naffs or screws REFERENCE REPORTS: 1. Intertek Report 3067913 (ASTM C1186) Material properties HardiePanel Siding 2. Ramtech Laboratories Report IC-1270-94 (ASTM E330) Transverse Load Test, 5,116' Ttuck try 48 inch wide HardiePanel Siding installed on 2X4 Hemmer wood studs spaced at 16 inches on center with a 6d common galvanized nail 3. Ramtech Laboratories Report IC-1271-94 (ASTM E330) Transverse Load Test, 5116' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 24 inches on center with a 6d common galvanized nail 4. Ramtech Laboratories, Inc. Report 10868-9711475 (ASTM E330) Transverse Load Test, 5116" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Group III SG=0.36 wood studs spaced at 16 inches on center with a 4d, 0.091 inch spar* by 0225 inch head diameter by 1 5 inch long ring shank nail 5. Ramtech Laboratories, Report IC-1054-89 (ASTM E330) Transverse Load Test, 114' Thick by 48 inch wide HardiePanel Slug installed on 20gauge Metal studs spaced at 16 inches on center with a No 8 X 1 in long X 0.323 in head diameter ribbed bugle head screw 6. Ramtech Laboratories, Report IC-1055-89 (ASTM E330) Transverse Load Test, 1/4' Thick by 48 inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 24 inches on center with a No 8 X 1 in long X 0.323 in head diameter ribbed bugle head screw 7. Ramtech Laboratories, Report 11149-91111554d (ASTM E330) Transverse Load Test, 1/4' Thick by 48 Inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 16 and 24 inches on center with a ETSF 0.100 in. knurled shank X 1.5 in. long X 0.25 in. head diameter pin fastener 8. Ramtech Laboratories Report 1C-1273.94 (ASTM E72) Racking Shear Test, 5116' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 itches an center with a 6d common galvanized nail 9. Ramtech Laboratories Report IC-1274-94 (ASTM E72) Racking Shear Test, 5/16' Thick by 48 inch wide HardiePanel Sdng installed on 2X4 Hem -Fir wood studs spaced at 24 inches on center with a 6d common galvanized nail 10. Ramtech Laboratories, Inc. Report 10868-97/1475 (ASTM E72) Racking Shear Test, 5116' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Group III SG=0.36 wood studs spaced at 16 inches on center with a 4d, 0 091 inch stank by 0.225 inch head diameter by 15 inch long ring shank rail 11. Ramtech Laboratories Report IC-1057-89 (ASTM E72) Racking Shear Test, 5116' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 and 24 inches on center with a No 8 X 1 in. long X 0.323 in head diameter ribbed bugle head screw 12. Ramtech Laboratories Report 11284-99/1580 (ASTM E72) Racking Shear Test, 5/16' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 and 24 inches on center with a ETdF 0.100 in. knurled shank X 1.5 in long X 025 in. head diameter pin fastener qzz9,/''% F 2412 ' P ST Ejt]F. :Q JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@) ameshardie.com TEST RESULTS: Table 1a, Results of Transverse Load Testing' RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 Fastener Spacing in 1 Allowable Frame Ultimate Design Thickness Width Spacing Perimeter Field Load Load' Report Number Test Agency n.) in.) Frame T n.) Supports Supports Fastener T PSF) PSF IC-1270-94 Ramtech 03125 48 2X4 wood Hem -Fir 16 6 6 6d common 149 49.7 IC-1270-94 Ramtech 03125 48 2X4 wood Hem -Fir 16 4 4 6d common 236 78 7 IC-1271-94 Ramtech 03125 48 2X4 wood Hem -Fir 24 6 6 6d common 94 31.3 IC-1271-94 Ramtech 03125 48 2X4 wood Hem -Fir 24 1 4 4 1 6d common 143 47.7 10868-97/1475 Ramtsch 03125 48 2X4 wood. SG 2 0.36 16 4 8 4d, 0,091 in shank X 0.225 in. 90 30.0 HD X 1.5 in. lo n shank nail Mih. No 20 gauge X 3 625 in. X Min No 8 X 1 in. long X 0.323 in IC-1054-89 Ramtech D.25 48 16 6 6 head diameter ribbed bugle 169.9 56 6 1 375 in metal stud head screw 4r, No 8 X 1 in. long X 0.323 in. IC-1055-89 Ramtech 0.25 48 Min. No 20 gauge X 3.625 in. X 24 6 6 head diameter ribbed bugle 91.9 30 6 1,375 in metal stud head screw ET&F 0.100 in knurled shank X 11149 98/1554d Ramtech 0.3125 48 Min. No. 20 gauge X 3.625 in. X 24 4 8 1.5 in. log X 0.25 in. head 170 56 7 1.375 in metal stud diameter pin fastener ET&F 0.100 in. knurfad shank X 11149-98/1554d Ramchie 0.3125 48 Mn. No. 20 gauge X 3 625 in. X 16 4 8 1 5 in long X 0.25 in head 101 33.7 1.375 in metal stud diameter pin fastener 1. Allowable Load is the Ultimate Load divided by a Factor of safety of 3. 2. Hardie Panel Siding complies with ASTM C1186, Standard Specification for Grade it, Type A Non-asbeslos Fber-Cement Flat Sheets. Table 1b, Shear Values Allowable Loads In Pounds Per Lineal Foot for Panel Shear Walls '= Fastener Spacing fin 1 Frame Ultimate Allowable Thickness Width Spacing Perimeter Field Load' Load' Report Number Test Agency in.) in.) Frame T n ) Supports Supports Fastener T plf) H) IC-1273-94 Ramtech 03125 46 2X4 wood Hem -Fir 16 6 6 6d common 603.8 201.3 IC-1273.94 Ramtech 0.3125 48 2X4 wood Hem -Fir 16 4 4 6d common 698.8 232.9 IC-1274-94 Ramtech 03125 48 2X4 wood Hem -Fr 24 6 6 6d common 460.0 1533 IC-1274-94 Ramtech 03125 48 2X4 wood Hem -Fr 24 4 4 6d common 637.5 212.5 4d, 0.091 in. shank X 0.225 in 10868-97/1475 Ramtech 03125 48 2X4 wood, SG Z 0.36 16 4 8 5954 198.5 HD X 1.5 in shank nail Min. No 8 X 1 in long X 0.323 in IC-1057-89 Ramtech 0.25 48 Mn. No 20 gauge X 3.625 in. X 16 8 24 6 6 head diameter ribbed bugle 9900 123.8 1 375 in metal stud head screw ET&F 0.100 n. knurled shards X Mn. No. 20 gauge X 3.625 in. X11284-9911580 Ramlech 03125 48 16 4 8 1.5 in. long X 0.25 in, head 1227.0 153.4 1 375 in metal stud diameter pin fastener ET&F 0.100 in. knurled shank X Mn No 20 gauge X 3.625 in. X11284-9905W Ramtech 0.3125 48 1 375 in metal stud 24 4 8 1.5 in long X 0.25 in. head 1060.0 132.5 diameter pin fastener 1. AlI board edges shall be supported by framing. Panels shall be applied with the long dimension either parallel or perpendicular to studs 2. The maximum height -to -length ratio for constniction in this Table is 2:1. 3. In the steel framed assemblies the allowable bad is based on the average load at 1/8 inch net deflection. RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-8474595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1.888-542-7343 info@jameshardie.com DESIGN WIND LOAD PROCEDURES: Fiber -cement siding transverse bad capacity (wind bad capacity) is determined via compliance testing to transverse bad national test standards Via the transverse bad testing an allowable design bad is determined based on a factor o1 safety of 3 applied to the ultimate test bad. Since the allowable design bad is based on factor of safety of 3, allowable design bads on fibercemeni siding correlate directly to required design pressures for Allowable Stress Design, and therefore should be used with combination boding equations for Allowable Stress Design (ASD) By using the combination loading equations for Allowable Stress Design (ASD), the tested allowable design bads for fiber -cement siding are aligned with the wind speed requirements in ASCE 7- 10 Figure 26.5-1A, Figure 26.5-1B, and Figure 26.5-1C. For this analysis, to calculate the pressures in Tables 3.4, and 5, the load combination will be in accordance with ASCE 7-10 Section 2 4 combining nominal loads using allowable stress design, bad oombinat on 7 Load combination 7 uses a bad factor of 0.6 applied to the wind velocity pressure. Equation 1, q, 0.00256'K,'Kn'K,'V2 (ref. ASCE 7-10 equation 30.3-1) q, , velocity pressure at height z K, , velocity pressure exposure coefficient evaluated at height z Kin , topographic factor Ke , wind directionality factor V , basic wind speed (3-second gust MPH) as determined from [2012 IBC, 2014 FBC] Figures 1609A, B, or C; ASCE 7-10 Figures 26.5.11A, B, or C Equation 2, V=Vie (mf. 20121BC d 2014 FBC Section 1602.1 definitlons) Ve< , ultimate design wind speeds (3-second gust MPH) determined from [2012 IBC, 2014 FBC] Figures 1609A, B, or C, ASCE 7-10 Figures 26.5-1A, B, or C Equation 3, p=q,•(GC,-GC,,) (ref. ASCE 7-10 equation 30 &fjl GC, , product of external pressure coefficient and gust -effect factor GC, , product of internal pressure coefficient and gust -effect factor p , design pressure (PSF) for siding (allowable desgn load for siding) To determine design pressure, substitute q, into Equation 3, Equation 4, p=0.00256'Ki Kn'K,'V,e2'(GC,, GCp) Allowable Stress Design, ASCE 7-10 Section 2.4.1, load combination 7 Equation 5, 0 6D + 0 6W (ref. ASCE 7-10 section 2 4 1, load combination 7) D , dead bad W . wind load To determine the Allowable Stress Design Pressure, apply the load factor for W (wind) from Equation 4 to p (design pressure) determined from equation 4 Equation 6, p- = 0.6'[p] Equation 7, p.,, = 0.6'[0.00256'K; Kin Ka'V,e2'(GCp GCp)] Equation 7 is used to populate Table 3, 4, and 5. To determine the allowable ultimate basic wind speed for Hardie Siding in Table 6, solve Equation 7 for V., Equation i, V,e = (p.A.6-0.00256-K,' Kn'K,'(GCp-GCp))Q5 Applicable to methods speed in Exceptions 1 through 3 of [2012 IBC, 2014 FBC) Section 1609.1 1, to determine the allowable nominal design wind speed (Vasd) for Hardie Siding in Table 6, apply the conversion formula below, Equation 9, Vol = V. ' (0.6)D5 (ref. 2012 IBC d 2014 FBC Section 1609.3.1) V.d , Nominal design wind speed (3-second gust mph) (rot. 2012 IBC d 2014 FBC Secli n 1602 1) Table 2, Coefficients and Constants used in Determining V and p, K. Wall Zone 5 Height (R) Exp B Exp C Exp D K„ K, GC GC 0-15 0.7 0.85 103 h660 1 1 0.85 1.4 0.18 20 0.7 0.9 1.08 1 0.85 1 4 0.18 25 0.7 0.94 1.12 1 0.85 1.4 0.18 30 07 098 1 16 1 0.85 1.4 0.18 35 0,73 1.01 1.19 1 0.85 14 0.18 40 076 1.04 1.22 1 4 1 0.18 45 0.785 1.065 1.245 1 0.85 1.4 1 0.18 50 081 1.09 1.27 1 0.85 1 4 0.18 55 0.83 1.11 129 1 0.85 1.4 0.18 60 0 85 1.13 131 1 0 85 1.4 0.18 100 0.99 1.26 143 h>60 1 0.95 1.8 0.18 RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS; INC. 1-888-542-7343 info@jameshardie.com Table 3, Allowable Stress Design - Component and Cladding (CSC) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category B. Wind S 3-secondgust) 100 105 110 115 120 1 130 140 150 160 170 180 190 200 210 Height (R) B B B B B B B B B B B B I B B 0-15 14.4 15.9 17.5 19-1 20.8 24.4 28 3 32 5 37 0 41 7 46-8 52-1 57 8 63.7 20 14A 15.9 17.5 19.1 20.8 24 4 28.3 32.5 37.0 41 7 46.8 52.1 57 8 63 7 25 14.4 15 9 17.5 19.1 20.8 244 28.3 32.5 37.0 417 46.8 52 1 57.8 63.7 30 14.4 15.9 17 5 19.1 20.8 24.4 28.3 32.5 37 0 41.7 46.8 52.1 57.8 63.7 35 15.1 16.6 18 2 19.9 21.7 25.4 29 5 33.9 38.6 43.5 48.8 54.4 60.2 66.4 40 15.7 17.3 1 -19.0 20.7 22.6 26.5 30 7 35.3 40.1 45.3 50.8 56.6 62.7 1 -69.1 45 16.2 17.9 1 -19.6 21.4 23.3 27.4 31.7 36 4 41.5 46-8 52.5 58.5 64.8 71 4 50 16.7 18 4 1 -20.2 22.1 24.1 28 2 32.7 37.6 42.8 48.3 54 1 60.3 66.8 1 -73.7 55 17 1 ' 18.9 1 -20.7 22.6 24.7 28 9 33.6 38.5 43.8 49.5 55.5 61.8 68.5 75.5 100 25 6 25.2 1 -3 . 33 8 36.9 433 50.2 57.6 65.5 74.0 82.9 2.4 102.4 112.9 Table 4, Allowable Stress Design - Component and Cladding (CSC) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category C, Wind Speed 3-secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height ft) C C C C C C C C C C C C C C 0-15 17.5 19.3 21.2 23.2 25-2 29.6 34 4 39.5 44 9 50 7 56.8 63.3 70.1 77.3 20 18.6 20.5 22 5 24 6 26.7 31 4 36 4 41 A 47.5 53.7 60.2 67.0 74.3 81.9 25 19.4 21.4 23.5 25.6 27.9 32.8 36 0 43.6 49.6 56 0 62.8 70.0 77 6 85.5 30 20.2 22.3 24.5 26.7 29.1 342 39.6 45.5 51 8 58 4 65.5 710 80-9 89-2 35 20 8 23 0 25.2 27.6 30.0 35 2 40.8 46 9 53.3 60.2 67.5 75.2 83.3 91.9 40 21.5 23.7 26.0 28.4 30.9 36 3. 42.0 48.3 54.9 62.0 69.5 77 4 85.8 94.6 45 22.0 24.2 26-6 29.1 31.6 37.1 43.1 49 4 56 2 63.5 71.2 79.3 87.9 50 22.5 24.8 27.2 29.7 32.4 38.0 44 1 50.6 57 6 65.0 72.9 81.2 89.9 55 22.9 25.2 27.7 30 3 33.0 38 7 44.9 51.5 58.6 66.2 74.2 82.7 91.6 A-143-6 60 23. 4 4 100 32.6 35.9 39.4 43 1 46-9 55-0 63-8 73.3 83-4 94.1 105 5 117.8 130.3 Table 5, Allowable Stress Design - Component and Cladding (CSC) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category D, Wind Speed 3-secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Heigh (ft) D D D D D D D D D D D D D D 0.15 21.2 23.4 25.7 28.1 30.6 35.9 41.6 47.8 54.4 61.4 68.8 76.7 85.0 93 7 20 22.3 24.6 27 0 29.5 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 98.2 25 23.1 25.5 28 0 30.6 33.3 39.0 45 3 52.0 59 1 66.8 74.9 83.4 92.4 101.9 30 23.9 26.4 29 0 31.6 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 105.5 35 24 5 27 1 29.7 32.5 35-3 41,5 48 1 55 2 62.8 70.9 79.5 8&6 98-2 108.3 40 25.2 27 7 30.5 33 3 36.2 42 5 49.3 56 6 64.4 72.7 81.5 90.9 100 7 111.0 45 25-7 28 3 31.11-3-40 37.0 43.4 50-3 57 8 65 7 74.2 832 92 7 102 7 113.3 50 26.2 28.9 31.7 34 6 37.7 44 3 51 3 58.9 67 1 75.7 84-9 94 6 104.8 115.5 55 26.6 29.3 32 2 35.2 38.3 45.0 522 59.9 68.1 76.9 86.2 96.1 106 4 117.4 72.7 100 37.0 40.8 44 7 48.9 53.2 62-5 72.5 832 94.6 106.8 119 8 133.4 147 9 163.0 Tables 3. 4. and 5 are based on ASCE 7-10 and consistent with the 2012 IBC, 2012 IRC and the 2014 Honda Building Code RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com Table 6, Allowable Wind Speed (mph) for HardiePanel Siding (Analytical Method in ASCE 7.10 Chapter 30 CdC Part 1 and Part 3)8 ,O``\V OG1Ai/ //,N,05i1 201218C, 2014 FBC 201218C, 2014 F8C G t • t''; 241 2 S 4 9'• STATE F • P AE...... it Iiit Coeffielerds used In Table 6 calculations for V. Allowable, Ultimate Design Wind. Speed. Vw' • 3- second gust mph) Allowable, Nominal Design Wind. Speed, V .. a 3- second gust mph) Applicable to methods in ( 2012 IBC..sr 2014FBCISec,on 1609 1 1 as determined by J2012 IBC, 2014 FBCJ Figures 1609A• B. or C. ApplxaWt to matnudsspeRio POf 74F6in xoectkmion 1 1609. 1.till Wind exposure category Wind exposure categDry Siding K, Product Product Thickness inches inches) Width inches) Fastener Type Fastener Spacing Frame Type Stud Spacing inches) inchesBuilding r Height'' feet) B C D B C D Allowable Design Load PSF) Exp B Exp C Exp D k.1 Ka GC, GCS HardiePaneW 5116 48 common 6 2X4 wood Hem - Fir 16 0- 15 186 168 153 144 130 118 497 07 085 103 h560 1 0851 14 1018 20 186 164 149 144 127 116 49 7 07 09 106 1 0851 14 1018 25 186 160 147 144 124 114 49 7 07 094 1 1.12 1 0 85 1 A 018 30 1 186 157 144 144 121 112 49.7 07 098 1.16 1 0.85 1 4 016 35 182 154 142 141 120 110 49.7 073 101 1-19 1 0.85 14 0.18 40 178 152 141 138 118 109 49.7 0.76 1.04 122 1 085 14 018 45 175 150 139 136 117 108 49.7 0 785 1.065 1245 1 085 1 4 018 50 172 1 149 138 1 134 115 107 49.7 0.81 1.D9 127 1 085 14 018 55 170 1 147 137 132 114 106 49.7 0.83 1.11 1.29 1 0 a5 1.4 018 60 168 1 146 136 130 113 105 49.7 0.85 113 1.31 1 0.85 1.4 0.18 100 139 124 116 108 96 90 49.7 0.99 126 143 h>60 1 0.85 18 018 HardiePanel® 5/16 48 common 4 2X4 wood Hem - Fir 16 0- 15 233 212 192 181 164 149 78 7 07 085 103 h560 1 085 14 018 20 233 206 188 181 159 146 787 0.7 0.9 1.06 1 10451 14 0,18 25 233 201 185 181 156 143 78.7 0.7 0.94 1.12 1 0.85 14 0.18 30 233 197 181 181 153 140 78.7 07 098 1.16 1 0 a5 14 018 35 229 194 179 177 151 139 78.7 0.73 1,01 1.19 1 0.85 14 018 2 177 174 148 137 78 7 0.76 104 1.22 1 0.95 14 018 9 175 171 147 136 78 7 0 785 1.065 1245 1 085 14 Ole 7 173 3 145 134 78 7 0.81 109 127 1 085 14 0 IF a2l51721661441337870.83 1.11 129 1 0.85 1.4 018 4 171 164 142 132 78.7 085 1.13 1.31 1 0.85 14 0185 14613612011378.7 0.99 126 1.43 h>60 10.85 1.6 0.18 HardtePane 8 5116 48 common 6 2X4 wood Hemmer 24 4 121 114 103 94 31.3 07 085 103 hs60 1 055 14 018 20 6-7 130 119 32659 101 92 31.3 0.7 0.9 1.08 1 0.85 1.4 0.18 25 7 127 116 1 5 98 90 31.3 07 094 1.12 1 085 14 0.18 30 147 124 114 114 96 89 1 -31.3 07 098 1.16 1 085 14 016 35 144 123 113 112 95 87 31.3 073 101 1-19 1 085 14 0,18 40 141 121 112 1D9 94 86 31.3 0.76 104 1.22 1 085 1.4 0.18 45 139 119 110 108 92 86 313 07851 1.065 1245 1 1 0.85 1.4 0.18 50 137 118 109 1D6 91 85 313 081 1.09 127 1 0.85 14 018 55 135 117 108 105 91 84 313 0.83 1.11 129 1 0,85 14 0.18 60 134 116 108 103 90 83 313 0,85 1 13 1.31 1 085 14 018 100 ill 98 92 86 76 1 71 31.3 0.99 126 1.43 h>60 1 1 0851 1.8 016 HardiePanel® 5116 48 common 4 2X4 wood Hem - Fir 24 0- 15 182 165 150 141 128 116 47.7 07 0.0.51.03 h560 1 0,05 1.1 018 20 182 160 146 141 124 113 47.7 07 0.9 1 108 1 085 1.4 018 25 182 157 144 141 121 111 47.7 1 07 0.94 1.12 1 0.95 14 018 30 1 182 154 141 141 119 109 47.7 0.7 0.98 1-16 1 085 14 1 018 35 178 151 139 138 117 108 47.7 0.73 101 1.19 1 085 14 018 40 174 149 138 135 116 107 47.7 0.76 1.04 122 1 0.85 14 018 45 172 147 136 133 114 106 477 0 785 1.065 1245 1 085 14 018 50 169 146 135 131 113 105 47.7 0.81 1.09 127 1 0.85 14 018 55 167 144 134 129 112 104 47.7 083 1.11 1.29 1 085 1.4 018 60 165 143 133 128 111 103 47.7 0.85 1 1.13 1 1.31 1 1 0.85 1.4 0.16 100 137 121 114 1D6 94 88 4T7 0.99 126 1.43 h40 1 0.85 18 018 Hard* PaneW 5/16 48 4d, 0.091 in. shank X 0 225 in HD X 1.5 in long ring shank nail 4 edge 8 field 2X4 wood SGtO 36 16 0- 15 144 1 131 119 112 101 92 30 0 07 085 1.03 h560 1 085 141 0181 20 144 127 116 112 98 90 30 D 07 0.9 1.08 1 0.65 14 018 25 144 124 114 112 96 88 30.0 0.7 0.94 1.12 1 0.85 1A 018 30 144 122 112 112 94 87 30.0 0.7 098 1.16 1 0.85 1 4 018 35 141 120 111 1 D9 93 86 30.0 073 101 1.19 1 085 1 4 018 40 138 118 109 107 92 85 30 0 076 1.04 122 1 0.85 14 018 45 136 117 108 105 91 84 300 0 7a5 1 D65 1.245 1 0.85 7.4 018 50 134 116 107 104 89 83 30.0 0.81 1.09 127 1 m. 1 4 0.18 55 132 114 106 103 89 82 30.0 083 1 11 729 1 0 85 7.4 0 18 60 131 113 105 101 88 82 30.0 085 1 13 1.31 1 0 85 1 4 0 18 100 108 96 90 64 74 70 30.0 0.99 1.26 t.43 h>60 1 0 65 1 8 0 t8 RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@]ameshardie.com 0110%aalIl11`1111 lN///-// 2012 IBC, 2014 FBC 201218C, 2014 FBC 2412 Allowable, Ultimate Allowable, Nominal Design Wind, Speed, vim, Design Wind, Speed, v,,,°°, J STATE F -Q 3- second gust mph) 3-second gust mph) i`-% ' FL RIO* `a STEgEp m ApplicabletomethodsApplicable to mettwds specified in) IBC, n Exceptions 1 F1 F sect 2014FBC) Section s through 3 of [2012 IBC, ff(11111 1609-1.1. as detenisned by IIIII\ 12012 IBC, 2014 FBC] 2014 FBC] Section F es 1609A, S. 0r C hW1609. 1.1 Coefficients used in Table 8 calculations for V. Wind exposure category Wind exposure categorA Siding K, Product Stud Building Allowable Product Thickness Width Fastener Fastener Frame Spacing Height'-' B C D B C D Design inches) inches) Type Spacing Type ink) feet ) Load PSF) Exp B Exp C Exp D K. Ki GCo GCa D- 15 198 180 163 153 139 126 56 6 07 0.85 1.03 h560 1 0.85 1 4 018 Min. No 8 X 20 198 175 159 153 135 123 56 6 07 09 1.08 1 0 85 14 018 25 198 171 157 153 132 121 56.6 07 0.94 1.12 1 0 a5 14 0 18 1 in. long X Min. No. 30 198 1 167 154 153 130 119 56.6 0.7 098 1 1.16 1 0.85 1.4 0.18 0.323 in 20 gauge 35 194 165 152 150 128 118 56-6 0.73 101 1.19 1 085 14 018 X3.625 40 190 162 150 147 126 116 566 076 1.04 1.22 1 0.85 1,4 0.18 HardiePanel& 1/4 48 diameter 6 in. X 16 45 187 161 148 145 124 115 56 6 0 785 1.065 1246 1 0.85 14 018 ribbed1. 375 in 50 184 159 147 143 123 114 56 6 0.81 109 1.27 1 0,55 14 018 bugleheadmetal 55 182 157 146 141 122 113 56.6 0-83 Ill 129 1 0 a5 1.4 0.18 studscrews 60 180 156 145 139 121 112 56.6 0.85 113 1.31 1 0.85 1.4 018 100 1 149 132 124 115 102 96 56.8 0.99 1.26 1.43 h>60 1 085 1-6 0.18 D- 15 146 132 120 1 113 102 93 30 6 07 095 1.03 hs60 1 0.85 1 4 10 to Min No 8 X 20 146 128 117 1 113 99 91 30.6 0.7 09 1.08 1 0 a5 14 10 19 25 146 126 115 113 97 89 30 6 07 094 1.12 1 0.85 1.4 0.18 1 in. long X Min. No. 30 146 123 113 113 95 88 30.6 07 0.98 1.16 1 14 018 0-323 in 20 gauge 35 143 121 112 110 94 86 30.6 0.73 101 1.19 1 085 085 1.4 018 headX3.625 40 140 119 110 108 93 B5 30 6 076 104 122 1 085 14 018 HardiePaneM1/4 48 diameter 6 in. X 24 45 137 118 109 106 91 85 30 6 0 785 1.065 1245 1 085 14 018 ribbed1.375 in 50 135 117 108 105 90 84 30 6 081 Log 1.27 1 085 14 018 bugleheadmetal 55 134 116 107 104 90 83 306 0.83 111 1.29 1 0.85 1A ote studscrew' 60 132 115 106 1 102 89 82 30.6 0.85 113 1.31 1 0.85,-1-4 0.18 100 109 97 91 1 85 75 70 30 6 0.99 126 1.43 h>60 1 0851 18, 018 ETBF 0- 15 198 180 163 153 139 127 56 7 07 o a5 1 03 h560 1 085 14 018 20 198 175 160 153 135 124 56 7 07 09 1.08 1 085 1 A 0.18 6.100in. 25 198 171 157 153 132 121 56.7 0.7 0.94 1.12 1 085 14 018 knurled Min. No 1 30 198 167 154 153 130 119 56.7 07 098 1.16 1 085 1.4 018 shank X20gauge35194 165 152 150 128 118 567 0.73 101 1.19 1 0.05 1.4 O.tB 1.5inlong4edgeX3.625 40 190 163 150 147 126 116- 56 7 076 1.04 1.22 1 095 14 018 HardiePanel® 5/16 48 X 0. 25 in. 8 field in. X 16 45 187 161 149 145 124 1 115, 56 7 0 785 1.065 1245 1 0.85 14 018 head 1.375 in 50 1841 159 147 143 123 114 56 7 081 1.09 127 1 0 a5 14 018 diameter metal55182 157 146 141 122 113 56.7 0.83 1 11 1.29 1 0 85 i -1.4 0.18 stud Pinfastenerz 60 180 156 145 139 121 112 56.7 0.85 1.13 1.31 1 0.85 1-4 018 100 149 132 124 115 102 96 56 7 0.99 126 1.43 ha80 1 085 18 018 ET&F 0-15 153 139 126 118 107 98 33 7 07 085 1 03 hs60 1 0.85 14 018 20 153 135 123 118 104 95 33 7 07 0.9 1.08 1 095 1.4 018 0.100in25153 132 121 118 102 94 33.7 0.7 0.94 1.12 1 085 14 0.18 knurled Min. No. 30 153 129 119 118 100 1 92 33 7 0.7 098 1.16 1 085 1-4 1018 shank X20gauge35150 127 117 116 99 91 33 7 0 T3 101 1A9 1 085 14 018 1.Xin long 4 edge 3.625 40 147 125 116 114 97 90 33 7 076 1 04 122 1 0.85 1.4 018 HardiePaneM 511648X0inX8fieldinX 24 45 144 124 115 112 96 89 33 7 0 785 1.065 1.245 1 0.85 14 010 head 1.375 in 50 1 142 122 113 110 95 88 33 7 081 t.o9 1.27 1 0 a5 1.4 018 diameter metal55140 121 113 109 94 87 33.7 0 a3 1.11 129 1 0115 14 0.18 pin stud 60 139 120 112 107 93 87 33 7 0 65 1 13 1.31 1 085 1 4 018 fastenerz 1001 115 102 95 89 79 74 33.7 099 1.26 1.43 1 h-60 1 1 to 85 1.8 0.18 t . Screws snaii penetrate trie metal traming at least three lull threads 2. Knurled shank pins shall penetrate the metal framing at least 114 inch. 3. Building height = mean roof height (in feet) of a building, except that eave height shalt be used for roof angle O less than or equal to 10' (2-12 roof slope). 4. Will = the ultimate design wind speed (3-second gust mph) as determined by f20121BC, 2014 FBC] Figures 1609A, 1609B, or 1609C, ASCE 7-10 Figures 25.5-1A, 26.5-18, or 26 5-1C. Vasd = the nominal design wind speed applicable to methods specified in Exceptions 1 through 3 of [2012 IBC, 2014 FBC] Section 1609 1.1. 6. The wind speeds in 12012 IBC, 2014 FBC] Figures 1609A, 1609E and 1609C are ultimate design wind speeds, Vult, and shall be converted in accordance with [2012 IBC, 2014 FBCJ Section 1609.3.1 to nominal design wind speeds, Vasd, when the provisions of the standards referenced in [2012 IBC. 2014 FBC] Section 1609 1.1 Exceptions 1 through 3 are used. 7 Linear interpolation of building height and wind speed is permitted. 8 Wind speed design assumptions per Analytical Method in ASCE 7-10 Chapter 30 CSC Part 1 and Part 3. I,=1, Ka=O 85, GCp -1.4 (hs60), GCp=l 8 (h>60), GCa,=0.18. LIMITATIONS OF USE: 1) Fastener pullout must be evaluated when installed a species of wood studs other than that which was tested. 7 , PROJECT RIO-2578-15 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE0 BRAND FIBER -CEMENT -PANELS TO WOOD FURRING SOLUTIONS T 44AT*,JAMES HARDIE BUILDING PRODUCTS, INC: 7 10901 ELMAVENOE. `,, . 114 1 -t Ili-v FONTANA,,C'A 923 7,; -i- u TV " ti- L WL 94 7 k T41" ell kc TABLE OF CONTENTS 14 rp G COVER PAGE iJ i EVALUATION SUBJECT _,2 k- I li EVALUATION SCOPE X 2'. rTL 'I1EVALUATIONPURPOSEj'm*Al& t jF,$,REFERENCE REPORTS lt!i Vt ".:;v TEST RESULTS 4 2, -r TABLE-1A, RESULTS OF TRANSVERSE LOAD;TESTING 'Ll 12' TABLE B, ANALYSIS OF ALLOWABLE LOAD FOR is *SCREW jFTj o" o JUSTIFICATION 6F_USING THE RESU LTS GAUGE STEEL FRAMING !_L i- DESIGN WIND LOAD PROCEDURES Z, TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING VAND 15 4 TABLE 3. ALLOWABLE STRESS DESIGN C8C'014ESS URES EXPOSURE 6.' . 47171 i-Ti TABLE4, ALLOWABLE mmt DESIGN CiC PRESSURES EklIb-SURE'd T zz—, TABL:F-'S.ALLOVAB[.tStRESSDES'1614tiCOiRE SSURESEXPOSUREDt 17! TABLE I6, ALLOWABLE WIND SPEED (MPH) KAADIEPANEL SlDlk- LL_t. j 7M. M, :t..7 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THATTHE LISTED'Pk6l)UCiiARE IN COMPLLAN E. REOUIREMENTS OF THE ASCE 7-10, THE 2014 FLORIDA BUILDING CODE, AND THE-2012 INTERNATIONAL BUILDING COOE.'-ly PREPARED BY' RONALD I_0GAWA&ASSOCtATES, INC. 16835 ALGONOUIN STREET "43- HuNnNGTON BEACH, CX926 9 L714- 292--i6`02.2-c- v FAX-4 T WWI , J Lrd 4 4" 4 %. v 2, IT Z 2 to oI Lo RONALD I.OGAMASSOCIATE3, INC. 16535 ALGONQUIN STREET $443 HUNTINGTON BEACH, CASM9 1) 714-292-2604 P 714-647-4505 PROJECT: RIO-2S76-15 EVALUATION SUBJECT HardiaPsnaW Sidltlp James Hardie Product Trade Nano* cowmd in 11Ya ovduafion: Harompanem Sdw. Crtrpanaib SAM Prav - Pant StTmv EVALUATION SCOPE: ASCE 7-t0 2014 Florida Burkfng COO 2012 blarrdraOnl Ouiidlrq Coda 20121n0rrnaGarot ltmk* dW Cads EVALUATION PURPOSE: Thin analysis is to delwlaina era mu* m design 34ownd Vest wind spood to be iasated by an asaamby cf)- mmml (Gnpanal, Pnw7 Panel) a" taswed to wood Itano6s an N11rr -OW or mold trawl+* with node or saraa. r ' REFERENCE REPORTS: 1: frawtek Rolm 102M4363C00-WIA. Tm-avwse bad lost to HwdOWrd TEST RESULTS: Table is. RasWti cf Tronsvaraa Load Tastkrg Frame Fa ww uumow Alb*" Taft Thidnen Speag Spec&p Fastener Type. Load O—gn Load Rmmrt Humbw fat t11d7t cm Frame Tpe fkl srrd Oimanskm LPS psn Fa'kn Mods 1CM4363000.00IA hwRok 0.3125 48 2X4 wood "314' IN& q 3 5' 16 6 • kO 8 X 125' bfp X 0 323' MO. 160.7 53.8 VA tt -Vh AracksawideSPFhsrngdhbedbtpiaheadacre" t0202J763C00.001A . kawtak 0.3125, 48 2X4 Wood skr4 3!{' ttidt by 3,5" 1s a No. 8 x 1.25' loop X Q32T H0 131.4 43.8 pill fhrou 2hwideSPFho" nabbed bugle MW eGswa 102024363COO.001A krtatak 0.3125 4!r 2X4 wood sh.0 3I4' 4idr by 3'S' 16 t2 No.6 X 12Y loop X 0 323' t1D t 06.1 d5.4 p0 troughwideSPFhwtspfibbedburyoheadwows 102024363000-0OtA b twlN 0.3125 a8_ 2X4 wood stud. 3M' Lack by 3 5' 16 6 0 oxr snag X 0215' HD x IX 147.6 4g 2 p A 0s011ph 1M4W dowideSPFhoongbognogshanknal 1 t1202a363CC+04101A trrlarYrk 0.3125 all • 2X4 wood aeal. 3 W tt ck btf 3.5' 24 6 No. 8 X 1 bO X 6.323' HD 62.7 27A P,- b oegfr rtraeerowideSPFU"v W ort*od bugle Mall aatws 1. AN tatlows wwa nrtellod on hxnng wV Wl pW*nt ar rob Vw "MV menlbwa. 2. Alowsblo load 1t deurnwrW kom ufAmale bad clNioad by a hratlr of aaloy of 3 3. HW"Par* Srdrrp wro" wNA ASTM CI106, Standard Spaolwaon 1br Grads It, Type A Alwsos0esas Fiber-Gontak Flat sr"a. Table 1 b. Analysis of AOowoble Load for a Serww at 107 O.C. sd Satw S o w w s •rin fin i 8 12 10 oma a "fn fCFO-xZWw Is 16 16 089, 1.33 I'll bwshlo M 436 Ss 4 311.8 astener 3119 472, 1 43.1 rho 4mw w deed fw 06 snow of IT 0 C. was cobA tad as vw average at to test results for r and lr o C. Theasawnble lead for t6 screw al ths spaeir- of 10. O.C. inn kwng an bi ca malated by kWgxAatrrp ow mieft at same rasww r an0 1r o C.. svma wh bids had %mm ta.kxe nrodo of rWw K pLd tttragtt kern lM pantos. A• ahoarr In t1a table, ftte abwaDla ba0 Itr a6 aorews katalad at t0' O.C. b wood kaln7 b La pat. - " Justtflwdon of Using the Roetdb on Llghl Gauge Sorel Fromkrg In iM subjeel mnfprra0w. am 4-wom ware 4Mwh, od to tiattrlg onty. e0 a mVW 0n ksnng is of &Ad b wood or alert bWtg does rot a3aC pa-*e trams w" bad Capoe ty. n ire pc)af wlpirreela resp W W)1* b aarao tot tutting a1faCM and lramng M=0bwa to haw WINDOM bb C*Kdhes. ` N STA F SSION A1- ' _ Ltf Ott RONALD 1. OGAVAASSOCIATES. INC. 16835 ALGONGlaN STREET f443 HUNTINGTON BEACH, CA (12819 M 714-292-2602; (F) 714-847-4595 PROJECT: PJO-2578.15 DESIGN WIND LOAD PROCEDURES: F"-Wnwd tip rwwrwaa bad c WadtY W4V bed =padV1 b doWmhrd via amOwm b rann raa bad nanolW fee eandards_ VL ttw ta•+cvacs+ lasd fp abrab4 Osaipn btn Y da wwW band an a factor of ev" bill eppbed to Ow uRamm w1 bed. Equation 1. gr0.0025tf•&•K,'K.-V W ASCE 7-10 apt~ 323.11 q . aab* w— at Miom z VG . sabdb Oraaaun *nMure coafadent w atweed at h*ft s K. bpoprapfio tadol Equation 2, K.. wbtd ddeciiorfeldy taclor V ,twit wind V*W (34mo nd gm 4PFq ae dsmrn vwo bum 201218C Fgws 1609A 8, or C: ASCE 7.10 Fauna 26,5.1A, 8, or C V.V. OW 2012 WC Seceen 1602.1 de6rAvnsj V. , W inuile dedGn wind speadf (3-enamel gust UP" detomt nod tom 2M2 IBC Fqum 160K 8. or Q ASCE 7.10 Fipures 26 5-tA. 8, or C Equation 3, P%*(GCeGC,) Aat ASCE 7.10 eduedon 30.6-1) Gr., proixt o1 wmwnd presui aoafdent wfd paHBect facum GC. , PrwrU of brwnat Pfanue C0&%MaA Orel WAS4920d boor 0 . dm* preaatae (PSF) for sidmp (a I-vbla daaOn bad Iasi b d*o To diWrme design possum. — q, hb EW*bon 3. EAuatlon a, p10.002W*pv : KlV.'(GC.-GC.1 Aft %mbie Shea: Damn, ASCE 7.10 Sedan 2.4.1. bad caelbinakn 7 Equation 6, 0 6D • 0.6W W. ASCE 7-10 aacoen 2 4.1, road GWAbv xr 7) D . deed bed . W , Wim food To drafrrn m foe Aftmabie Stan Dntpa P1ass^ epoy do t W faaorA)r W(wind) *om E* d ro p (deaipn pm=m) oaturr+kred horn epuahon s Equation a, psi • 0 e v) Equsuen 71 P..` 0,0'I0.002WK,*K #C.*V.(GC.4C+ j) E0ua51m 7Is used 10 po0u4n Wit 3, 4, end S To debuoiime Ow atareala ud+•1rb bask OW speed far Hardy r dm In 7abta 6. aaM Eouaaon 7 for V„ Equation S. V. - (P.J A o 0025t1*k-,c„'K,'(C4-<G .dr' AMkaOb b madrodr fl W04 in EaOe3*M 1 f UO 3 of 2012 18C Sacbm I609.1.1„ 10 oeftm to 1M aiowable ndmanel design **id v W Nos") fa Haniis Surly in Table 6, awy me corwerudn to mrfa below. Equation e, Vr - V. • t0 61" fW 2012 f8C Section 1609.3, 1) V—, ftomirm tlniga wild apaed (}+mob gust ^ph1 W,. 20:2 18C So=n 16021) ti( if\rfJGA''''' STATE 19 T, cbftand Corrssanes"In lip vwaftm=' RONALD 1. OGAVOkASSOCIATES. INC. IBM ALGONOUIN STREET 01,4143 HLINTINGTON BEACH. CGA92549 T) 714.M-2WZ (F) 714447A595 PROJECT: RKi-2578-15 ' XM i r. bw 3. Anomw sbv" Design - conwonem wo cw*v jug Pressures Msn tob. Realsted at Wilms Wln,' 3P"' '. V&W Eip"U" Cati;fary I . I -" ' -- --r -11 - _ 1 1 14 II " ',' . 4 1, f -7 1 -," •, 1 -7 1 1'-11 -- i - - -'' -q— " I I- -_ I . , t MMM MKXM 010=® AIM SZIs Maim WUMI XLM M111M SNUUM CMIUMMM Sim= EMEUM=M m U. M_ MIMMI EIREMMUM WaM NO== MaN MaM MUM M=M=M.M1M!]M2=1L=C=mM m3uk= mr. 2m mwca mlmmm Table 4. Movable Stre" Design - Component MdMng(jC)!' IPSn. 'Riaw itV" WVW Spieft'Wind Exposure Category C,Z— IrMeal12, 11111110R 1171112 WAI'm Mks&= Ltum j3f — I Ir A I i. - -v k• ' I I I I I 1,4'_ 04rConWanwdwWCln" nUICAC)Prosaum(PSF)tob@Roab*sdmtVadowVnndSpoeft.WbWEr we W Table6. Allom 5&*" Design 61S. r PCsCagory4c — kr'l "T Tables 3.4. SW 5 we M DsWonASCE7-lOawrii,oMft2Ol2lBQ2012IRC, j 7 worit" e'- L 01 -Tot fjGA Ilk CC' IV _ 3 t I- nv*fl t r. RL OQgNN/LtSDCbATES, wc. ISM ALGONaanb STREET "AS HUNTOCTON SEACJI CA 3214f T) 714.2f2.2602, bi3T 14447.4WS PROJECT: N}G2s7s-ts r.,..+.•+•...-.ter...._..y-r.+ar+r.-......,-....}«4._u w=a a....+tl•o•'i.+•- f c_...li _-r,.,-.nr--:•.... T"f•&AVembbWad OplrOEM Irw}iLPrwSWi»(AMV"AbrAdbASer7-tfCbmj iJ/CtCMart TrdNrtif_,4 3(e 42 W, 4* a=.', Ir-.`!=--+.•+ Ow"MbM. tf!ak- ia 1 { F v. ". '"+',: t r> 3 i # C.. L" fr.t<Y 7. IbrleNirl.4rM. 1i« s v;Yw } ; ty wll u' mR,IV ew-` _ il+.wd/+.InMO. 74fMt»rai,aY m 1Kt4dYa+tar,, 1,.. tl..F.6E l+.t` 4;--•.. `---,.,. .+...• xe•....r...•....-.-..-....-+ ry. .+...w.-.. 5.... arnw.Mi}Fli la[.. rlerW raraa.lrAf, wwrM>1wpa7Ksfl tfq f.d,.lo ld, w..{r.•;w- S-. a1-..^i••wt t _,••, ham.. .-.r .ry: c..i.wr.. r a t r A" ES HANDLE " UXDM PRODUCTS. ttfC, a.iQQ"Jnaf4e. r01a.Dom1.ubrll2•nu r } ex t IT" - I Z i, I, a f pwan lfi".. nTt c4f.w frl ' Ya®; Faat. aR Ftslraw F7'+• 1Yf• 964 b}pdoq l'*. F.. RMlafN.t1 RI•- 1A ' w L,:..-- Co'- 1"- a; t F' s Nw - I rM7 3- tnf n! c i-.- i.D y YC I'_ K r hii i. 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' ... , 9 H w REPORT NUMBER:102024363COQ-001A ORIGINAL ISSUE DATE: April 1, 2015 REVISION DATE: April 30, 2015 EVALUATION CENTER INTERTEK TESTING SERVICES NA LTD. 1500 BRIGANTINE DRIVE COQUITLAM, BC V3K 7C1 RENDERED TO JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 2"t STA Report of HardiePanei® tested in accordance with ASTM E330-200212014, Standard Test 'Method for Structural Performance •of Exterior_ Windoirs, Doors, Skylights and Curtain Walls by Uniform Static ' Air Pressure DhTerence PRODUCT EVALUATED: HardiePanel® EVALUATION PROPERTY: Transverse Load Testing This repay is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its Client. Intertek's responsibility and liability are limited to the terms and conditions of the agreement. Intertek assumes no liability to any party, other than to the Client in accordance with the agreement, for any loss, expense or damage occasioned by the use of this report Only the Client is authorized to copy ar distribute this report and then only in its entirety. Any use of the Intertek name or one of Its marks far the sale.or advertisement of the tested material, product or service must first be approved in writing by Intertek. The observations and test restilts in this report are relevant only to the sample tested. This report by itself does not imply that the material, product, or service Is or has ever been under an lntertek certificatfon program. James Hardie BuMig Products, tnc. Report ft IMM43830OO-MA 1 Table. of Contents Apn130, 2015 Page 2 or 7 1 Table Of Contents.............................................................................................................. 2 2 Introduction........................................................................................................................ 3 3 Test Samples..................................................................................................................... 3 3.1. Sample Selection........................................................................................................ 3 3.2. Sample And Assembly Description ....................... 4 Testing And Evaluation Methods........................................................................................ 3 4.1. Conditioning.............................................................................................................. 3 4.2. Transverse Load......................................................................................................... 3 5 Testing And Evaluation Results.......................................................................................... 5 5.1. Results And Observations ............................................... 6 Conclusion......................................................................................................................... 6 Appendix A Transverse Load Test Data.....................................................................17 Pages RevisionSummary .................... :........................ ............................................................... 1 Page pGAWgr' Cr 0 FL FSSI OlV AV ` Lj Florida Product Approval HardiePanel° Siding For use inside ,HVHZ: o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15- 0122.04. 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 Report RIO-2556-15. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. Hardie Panel'A Vertical Siding JamesHardie EFFECTIVE SEPTEMBER 2013 01 INSTALLATION REQUIREMENTS RESIDEN 71AL SINGLE FAMILY ONLY - PRIMED & COLORPLUT PRODUCTS Visit wm iamesttardie.com for the most recent version. SMOOTH CEDARMILL® • SELECT SIERRA 8 • STUCCO IMPORTANT FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPUCATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANT(. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTALLATION OF HZ1 OTM PRODUCTS OUTSIDE AN HZ10a LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-BW942-7343 (81% 9HARDIE) 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. p CUTTING INSTRUCTIONS OUTDOORS INDOORS 1. Position culling stabgn so that wind will blow dust away from user 1. Cut only using score and snap, or shears (manual, electric or pneumatic). and others in worlang area 2 Position cutting station in well -ventilated area 2 Use one of the fallowing methods: a. hest I Soon and snap ii. Smears (manual, dechtc or pneumatic) - NEVER use a power saw Indoors b. Better. i. Dist rung ocular saw equpped with a - NEVER use a circular saw blade that does not carry the HadleBlade saw blade tradernnark Hardw9lade` saw blade and HrPA vacuum a 1ractio n NEVER dry sweep - Use wet suppression or HEPA Vacuum c. Good: I. Dust reducing circular saw with a HardieBlade saw blade oily use for law to moderate cArg) Important Note: For maiomum protection ftwest respirable dust production), James Hardie recommends always using "Best' -level cutting meGr.>d? where feasible. NIOSH-approvied respirators can be used in eorgLm%rn with above cutting practices to further reduce dust exposures Additional e) postre rrfomnabon is avallatse at vhnv jameshardie can In help you deterrrire the most appropiate cutup method for your jab requirements. If, concern still exists about exposure levels or you do rot comply with the above practices, you should always consul a qualified industrial tryglenist or contact James Hardie for further information. SM105 GENERAL REQUIREMENTS: These instructions to be used for residential single family installations only. For Commercial / Multi -Family installation requirements go to www JamesHardieCallmercial.lcertl HardiePaneP vertical siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. See genemal fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. James Hardie recommends installing HardiePanel on a capillary break (rainscreerl/funing) as a best practice. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. iamehardie.com A water -resistive barrier is required it 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 HardieWrapO Weather Barrier, a non -woven non -perforated housewrapl , which complies with building rode requirements. When installing James Hardie products all clearance details in figs. 5,6,7,8,9,10&11 must be followed. Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10'. Do not install James Hardie products, such that they may remain in contact with standing water. HardiePanel vertical siding may be installed on vertical wall applications only. DO NOT use HardiePanel vertical siding in Fascia or Trim apDhcations. Some application are not suitable for CblorPlus. Refer to ColorPlus section page 3. DO NOT use stain, oil/alkyd base paint,or powder coating on James Hardier Products. For larger projects, including commercial and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin 8 "Expansion Characteristics" at www.JamesHardie.com. INSTALLATION: Joint Treatment Fastener Requirements • Vertical Joints - Install panels in moderate contact (fig. 1), alternativelyPositionfasteners3/8" from panel edges and no closer than joints may also be covered with battens, PVC or metal jointers or2" away from corners. Do not nail into corners: caulked (Not applicable to ColorPlus' Finish) (fig. 2). HardiePanel Vertical Siding Installation • Horizontal Joints - Provide Z-flashing at all horizontal joints (fig. 3). Framing must be provided at horizontal and vertical edges for nailing. Figure 2 Figure 3HardiePanelverticalsidingmustbejoinedonstud. water -resistive barrier water-reerstive barrier Double stud may be required to maintain minimum edge i 2 x 4 Stun water -resistive ater-resistive nailing distances. = ' ' 2 x 4 stud barrier ul barrier Figure 1 water -resistive barrier sheathing HardiePanel o c vertical siding keep rails I I 3/9' min. from panel edges plate — I — ° 3/8' —, 4— o moderate contact keep fasteners 2' away from corners ETTIt- Batten Joint "H" Joint water-raStebVe bamer i ---t-_ 2 4 stud leave appropriate gap between panels, than caulk' Caulk Joint Not applicable to colorPlus• Finish) App caulk in accordance wsth caulk manufacturer's written application instructions. For additional Information on HardieWrapn"" Weather Barrier, consult James Hardie at 1-866-4Hardie or wwtv.hardlewrap corn upper pan upper panel Do not 1/4' gap Do rid 1/4' gap Caulk Caulk I g Z-flashing decorative" bandF- 1- p1b. sl,m boardlower panel Figure 4 Recommendation: When installing Shcna 8, provide a double stud at panel joints to avoid nailing through grooves. WARNING: AVOID BREATHING SILICA DUST James Hard e" products contain respuade crystalline Mica which Is lanwn to the Sets of California to cause cancer and Is considered by IARC and NIOSH to be a cause of cancer from some occupational sources. Breathirg excessive amounts of respirable silica dust ca-h also cause a disabling and potentially ta;al lung disease called sillcoss, and has been linked with o71er d,seases. Soma rud,es suggest smolang may sic, ease these rLWS During mstalletion or handl.ng. n I work in outdoor ancas wrath ample ventilation. (2j use fiber cemert shcers for cutting or, where nct teasible, use a Hard eBlade° saw blade ane dust reducing circular saw attached to a HEPA vacuum: 3) warn others in the immediate area, (4) wear a properly -tilted, NOSH-apprm-ed dust mask or respirator (e.g N-95) in accordance with applicable government regulations and manufacturer rstructions b battier limit respirable sills oxposures During cejEup, use FEPA vacuums or wet cleanup methods - never dry sweep For further information, refer to our Insfalabon instructions; anc Material Safety Data Sheet amlab,e at www jamesha die can or by calling t-800-WARDIE (1-800-942-7343). FAILi1FJ: TO ADHERE TO OUR WASINNGS, MSOS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL N.URY OR DEATH nr:rn HS1236 - P1/3 1/13 CLEARANCES Install siding and trim products in Maintain a minimum 1" Maintain a minimum 1" 2" clearance At the juncture of the roof and vertical Maintain a 1 /4" compliance with local building code 2" clearance between between James Hardie products surfaces, flashing and counterflashing clearance between requirements for clearance between James Hardie' and decking material. shall be installed per the roofing manufacbirer's inshictions. Provide a the bottom of James Hardie 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. the roofing and the bottom edge of the Do not caulk gap. Figure 5 d Figure 6 siding ater resw sstier siding and trim. Figure 8 Refer to fig. 3 on page 1. siding_ I I L..!I tl I T %1'-2'mn, t L. concrete 6" min. I foundation Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 9 llilwft I gutter and end cap deck material joist Do not bridge floors with HardiePanelO siding. Horizontal joints should ahvays be created between floors Qig.10). Water - Resistive I' Barrier lFigure10j Horizontal Trim Sheathing fascia. HardiePanel• BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 34' or larger such as dryer vents should have a block of trim around point of penetration. 2- 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 F""""9 roof intersects a sldewall. The roof must be flashed with step Flooring flashing. Where the roof terminates, install a kickout to deflect water away from the siding. It is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 11, Kickout Flashing To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" 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 GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie products near the ocean, large bodies of water, or in very humid climates. Consult applicable product evaluation or listing for correct fastener.type and placement to achieve specific design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, fill nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (for steel framing, remove and replace nail). NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB orply%vood should only be used when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush 5771 Countersunk, fill 8 add nail Figure A Figure B do not under drive nails DO NOTSTAPLE Figure 11 t+ eaves nib l Gdkcut flastnp UV edge PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). HS1236 - P2/3 8/13 CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section. CUT EDGE TREATMENT PAINTING Caulk, paint or prime all field cut edges. DO NOT use stain, oiValkyd base paint, or powder coating on James HardieO 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 Colorlolus products. recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. COLORPLUS° TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie@ COIorPIus8 products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPluO Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePaneP 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 ColorPlusa' product dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third parry touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. The following outlines the recommended applications for ColorPlus and Primed panels. Not all designs will be suitable for, every application: Exposed fasteners or battens is the recommended application for ColorPlus panel products Do not use touch-up over fastener heads for smooth ColorPlus products - primed panel recommended For ColorPlus panel applications that require fasteners in the field, it is acceptable to use touch-up over fasteners for Cedarmill and Stucco panel only, but correct touch-up application is important. Some colors may show touch-up when applied over. fasteners. Trim is recommended to cover joints when appropriate. PAINTING JAMES HARDIE° SIDING AND TRIM PRODUCTS WITH COLORPLUS° TECHNOLOGY When, repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat'application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oiValkyd base paint, or powder coating on James Hardiem Products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature RECOWION In accordance wit ICC-ES Evaluation Report ESR-1844, HardiePanelt vabcal siding is recogrized as a suitable abmate to that specified in: the 2006.2009, 8 20121ntematicral Residential Code for One -and Tvo+am6 Dwellings and the 2006, 2009, 3 2012 Inte natorai Building Code. Hard:eParol vertical sid:tg is also recognized for application in tte folmrrg. Gty of Los Angeles Resea,,ch Report No 24862. Stan' of Florida Isbng FL#889, Dade County. Florida NOA No. 02-0729.02, U.S. Dept of HUD Matelals Release 1263c, Texas Department of Insurance Product Evaluation EC-23, Gty of New York MEA 223-93-M and California DSA PA-M, These documents should also be consubd for additional irformaton concerning the suiabdly of this product for specific applicators. 2013 James Hardie Building Products All rights reserved. tc TM, Ski, and ® denote trademarks or registered trademarks of Additional Installation Information, James Hardierechnology Limited MI is a registered Warranties, and Warnings are available at JamesHardle trademark of James Hardie Technology Limited www.jameshardie.com HS1236 - P3/3 6/13 MIAMI•DADE MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE AD11•IPi iISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy James Hardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable riles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to tneet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: "Hardie", "Cem" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CetnSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets I through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I.Ogawa, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the mantifactttrer's name or logo, Plant City, Florida, and the following statements: "ASTM C 1186 Type A compliant" and "Miami -Dade County Product Control Approved" is to be located on each siding plank or panel and per FBC 1.710.9.2 and 1710.9.3 on soffit panels. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration. date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided•to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official.. This NOA revises NOA 013-0311.07 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 15-0122.04 MIAMFDADE COUNTY Expiration Date: May 1, 2017 Approval Date: April 9, 2015 193 /r/ S Page x .. James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 13-0311.07" 1. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction', sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I. Ogawa, P.E. B. TESTS "Submitted under NOA # 13-0311.07" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of HardiePlank, HardieSoffit and HardiePanel, prepared by Intertek Testing Services NA LTD, Test Report No. 100733361COQ-004, dated 08/24/2012, with revision 1 dated 04/25/2013, signed and sealed by Rick Curkeet, P.E. 2. 3. 4. Submitted under NOA # 02-0729.02" Laboratory Report Test ATI-16423-1 PA 202 & 203 ATI 16423-2 PA 202 & 203 ATI 16423-3 PA 202 & 203 Date 03/18/96 03/18/96 03/18/96 Signature A. N. Reeves P.E. A. N. Reeves P.E. A. N. Reeves P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 5`h edition (2014) FBC issued by Ronald I.Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa, P.E. Carlos M.._ Ut era, P.E. Product Control Examiner NOA No. 15-0122.04 Expiration Date: May 1, 2017 Approval Dnte: April 9, 2015 E-I WALL WALL LENG11-I---jStudSpacingat16" O.C. B 4 1 I I FI 0'E SS BFr- Nails at 16" O.C. (typ.) 3/8" Minimum Edge Distance Sheathing fastener, as described in Note 1 Panel fastener, as described in T- Note 2 i HardiePanel, Cempanel, Prevail Panel Siding r 1 Water -resistive barrier per Florida Building Code Section 14042 5M" thick 15 ply APA rated plywood sheathing fastened in accordance with Florida Building Code Section 2322.3 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. SEE DETAIL A 518" thick / 5 ply APA rated plywood sheathing in accordanoe with Florida Building Code Section 23223 Water -resistive barrier per Florida Building Code Section 1404.2 Z X 4" S-P-F Wood Studs HardiePanel, SEtiCTfON B-8 Cempanel, Prevail Panel Siding PRODUCT DESCRIPTION HardiePanel®, Cempanel®, & Prevail® Panel Siding materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade II, Type A and meeting the requirements of the Florida Building Code. E6NEL DIMENSIONS Width Length Thickness 4' 8,9,10' 5/16" DESLGN PRESSURE RATING Installation Design Pressure Wood Studs -76 psf Impact Resistant - Planks installed over 518" thick 15 ply APA rated plywood sheathing iARDIE AN L CEMPANEI.,,_PRE1/QIL ANEL SIDING 1NSTigLl/LT10P1 DETAILS All installation shall be done in confiormance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Wood studs where HardiePanel, Cempanel, Prevail Panel Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA Note 1] 5/8' thick / 5 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Building Code Section 23223. The siding panels shall be installed over SW thick 15 ply APA rated plywood sheathing supported by a minimum of 2"X4" S-P-F wood studs spaced a maximum of 16" O.C. Note 2] The siding panel fastener shall be a 2' long, 0.223" head diameter, 0.092" shank diameter, corrosion resistant siding nail; the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven through the 5/8" thick / 5 ply APA rated plywood sheathing into wood studs located at 16" O.C. Fasteners shall have a minimum edge distance of lW and a minimum clearance of 2" from corners. Creator. E Gonzales HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 A I I PNL-PLKSOFF 1/2" =1'-C' I Date: 4J242013 1 OF 12 Fastener Spacing per Florida Building Code -Section 2322.3 II• I. PROr JCZ JREVLSar a+o i i g vi4i tbrFiwa eafta coo Em,;- ha... PrododC MODEXTYEVLSM as a ompiyiiag with the FkriiU HddaS Cody Y ' BYr dvcr CenwA i J Fastener Spacing per Florida Building Code Section 2322.3 I -I I FIZA IIING NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-1/2" 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE AHEATFiING NOMINAL 5/8" THICK/ 5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDNG CODE SECTION 2322-3 CLADQ( K-G THE PANEL IS FASTENED WITH 2- LONG, 0.223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACE NAILS S" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding Framing r Sheathing FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Phone: 909-356-6300 SIZE FSCUI NO DM No Fax 909-427-0634 A PNL-PLKSOFF Creator. E. Gonzales SCALE 1" = -o- Date: 4/24/2013 SHEET 2 OF 12 1 ALL LENGTH Stud Spacing at 16" O.C, 5e- 1 1 1 1-• i . i WALL EIGHT 3/8" Minimum DETA_.LA_ the Floridan goo,OG/ No. STATE I ! =1 S/0NA1 Distance Nails at 6" O.C. (typ.) Sheathing fastener, as described in Note 1 Panel fastener, as described in Note 2 HardiePanel® Siding Water -resistive barrier per Florida Building Code Section 1404.2 5/8" thick /5 ply APA rated plywood sheathing fastened to metal studs as described in Note 1. 20ga, 3-5/8" X 1-518" Metal C-stud The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. SEE DETAILA E&ODUCT DESCRLP_1PJ4 HardiePanel®, Cempanel®, & Prevail® Panel Siding materials are nonasbestos 5/8" thick 15 ply APA rated fiber -cement products tested in plywood sheathing fastened accordance with ASTM C1186 Grade 11, to metal studs as described Type A and meeting the requirements of the Florida Building Code. in Note t Water -resistive PANEL DIMEWSIO(J$ Width Length Thickness barrier per Florida 4! 8,9,10' 5/16" Building Code Section 1404.2 DESIGN Pj3ESSURt RATING Installation Design Pressure toga, 3-5/8" X 1-S18" Metal Studs -104 psf G Metal Cstud i/ rrr HardiePanel, ImpactResistant— S C7J.0_NJ%B Cempanel, Panel installed over 518" thick 15 ply Prevail Panel APA rated plywood sheathing Siding HA.F DIEPAT ELCEMP NEI.PIZEVAIL PANEL SIDING INSTALLATION DE7J ILA All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardiePanel, Cempanel, Prevail Panel Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. Note 1] 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at 6"oc at panel edges and all intermediate supports using a No.8-18, 0.315" head diameter X 1-1/4" long bugle head screw The siding panels shall be installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 33/8" X 1-5/8" Metal Cstuds spaced a maximum of 16" O.C. Note 2] The siding panel fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-5/8" long' ribbed bugle head screw ("or screw shall have at least 3 full threads penetrating.metal framing); the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven through the 5/8" thick / 5 ply APA rated plywood sheathing into metal studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from Comers. HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Phone: 909356-6WG sup FSCM NO I DWG NO Fax 909427-0634 A PNL-PLK SOFF Creator. E. Gonzales SCALE' 12" = T-0" Date: 424/2013 IsHFET 3 OF 12 6.001n. — I 6.001n. • I I I II I 6.00in. PRODUCT REVZsm as a0w0yk6 wild *e Fiosids AC=pbWWN6 f -d3NO Z tk R= II I I'I II I•I I 6.00in. I I II II I. I II rizaou+' jtEviSFD + a aw0ju* wj* do Fleets qua CO& AA/se NO 522 ER-M NQ NOMINAL 20 GAUGE 3-5/8" X 1-5/8" STEEL STUDS 16" O.C. FASTENED WITH 5/8" WAFER HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEQTHJJ lG NOMINAL 5/8" THICK 15 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.315" HEAD DIAMETER X 1-14' LONG BUGLE HEAD SCREW CLADDING THE PANEL IS FASTENED WITH NO. 8-18,0.315" HEAD DIAMETER X 1-5/8' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACE SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS 5.00in. Cladding I I I / I I / Framing II I Sheathing II I, I II II I I.I I.I jjf F OGA I I I O. 121 STATE OF I FLo R1 P' I S ONALF '+ FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Fax 909-427-0634 1 A I IPNL-PLK-SOFF Z Creator. E Gonzales SCALE 1"= 1'4" Date: 4/24/2013 ISHEET 4 OF 12 HI Stud Spacing at 16" O.C. WALL LENGTH I' -------------- k i--------- — -- •-- ji' I it a ii.l iiiiii,,, IBALLI i3uilgCode It -, i IGHT i NUL-71IMe Prodn, CoauW iicri• yam._'-S j,;-J. -:: l l T- -----•- L-- ------^-L'- 3/4" Minimum Edge Distance Nails at 16" O.C. (typ.) J.L—A Sheathing fastener, as described in Note 1 Siding fastener, as described in Note 2 ay-i* mod. 1 S HardiePlank, CemplanK Prevail 517— Lap Siding C=@ui Water -resistive barrier A per Florida Building Code Section 1404.2 5/8" thick 15 ply APA rated plywood sheathing fastened in accordance with Florida Building Code Section 2322.3 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in compriance with the Florida Building Code. SEE DETAIL A F_RODUCT DcS R[E' N HardiePlank®, CemplankS, & Prevail® Plank Lap Siding materials 5/8" thick /5 ply APA are nonasbestos fiber -cement rated plywood products tested in accordance with sheathing in ASTM C1186 Grade It, Type A and aocordanoe with meeting the requirements of the Florida Building Code Florida Building Code. Section 2322.3 PANELzpXEN$LONS V'18 er{ Width Length Thickness barrier per Florida 59-1/2' 12' 5/16" Building Code Section 14042 DESIGN PRESSUIZRA1ING 2"X 4-S-P-F Installation Design Pressure Wood Studs Wood Studs -92 psf Lap Siding Impact Resistant - Planks installed over 5/8" thick / 5 ply 1-1/4" tall x 5116" APA rated plywood sheathing thick starter strip Fi.AEtDISp_LAN.KLCEMPLA.NK,.,PR_EYA_ I.LLLARSIDI.IGJNSTl t1ATION D_IETA LS All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Wood studs where HardiePlank, Cemplank, Prevail Lap Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA Note 1] 5/8" thick 15 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Building Code Section 2322.3. Planks shall be applied horizontally commencing from the bottom course of the wall with 14W wide laps at the top of the plank such that the exposure area of each plank is S 8-1/4" vertically. Note 2] The siding fastener shall be a 2-1/2' long, 0.223" head diameter, 0.092" shank diameter, corrosion -resistant siding nail; The sing is fastened:5 8-114" O.C. vertically and 16" O.C. horizontally; fasteners are driven into wood studs through 5/8" thick 15 ply APA rated plywood sheathing, fasteners are placed in the overlapping area approximately 3/4' from the bottom edge of the overlapping plank. Vertical joints shall be placed over studs. The planks shall be installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum of 2"X4" S-P-F wood studs spaced a maximum of 18" O.C. Fasteners shall have a minimum edge distance of 3/8". Creator. E. Gonzales HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 FSCM NO i DWG NO A I I PNL-PLKSOFF 12" - 1'-0" I - Date: 4/24/2013 I SHEET 5 OF 12 Fastener Spacing per Florida Building Code Section 2322.3 0.75in PRCWCi REVLSM as _'*1ya g.ri& m.FkrM2 8%S1&*Co& Ao-_cPftnM trio f --` //, 0 i T s3.251n. I Fastener Spacing per Florida Building Code Section 2322.3 i=RAMING NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-1/2" 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) THE WALLAND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATHING NOMINAL 518" THICK / 5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 2322.3 CLADDING PLANKS.OVERLAP 1-1/4" THE EXPOSURE IS SS-1/4" THE PLANKS ARE FACE NAILED WITH 2-1/2" LONG, 0.223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION - RESISTANT SIDING NAILS, -PLACED 3/4" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION 16 in. Cladding Framing Sheathing PRO MCr REVISE . I % Coi lS z I No. 121 STATE OF .: 2note = 0. `[QR1Dp`.44... lot FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND MAtfffLOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) Fax 909-427-0634 Creator. E. Gonzales HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION A SCALE 1" = 1'-0" James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 DWO NO REV PNL- PLK-SOFF 1 Date: 4/24/2013 SHEET 6 OF 12 WALI- HEIGHI I at 16" 0. B-.< 3/4" Minimum DE'fAIL, dw vkxidN lim*gCode Distance Nails at 16" O.C. (typ.) + '- s N A L SEE Pk-ODUC7 DUC8IPTj_O_N DETAILA HardiePlank®, Cemplank®, and 5/8" thick /5 ply APA Prevail® Plank Lap Siding materials rated plywood are nonasbestos fiber -cement r sheathing fastened Products tested in accordance with to metal studs as ASTM C1186 Grade II, Type A and described in Note 1 meeting the requirements of the Florida Building Code. watcriesistive pl barrier per Florida [=W DIMENSION$ 1 SuDding Code Width Length Thickness IFI Section 14042 5 9-1/2" 12' 5/16" 20ga, 3-5/8" X 1-5/8" DESIGN PRESSIJU RATINGMetalC-stud Installation Design Pressure HardiePlank. Metal Studs -92 psf mplank, Prevall BZ=CT10 Lap Siding Impact Resistant - B. g 1-114' tall X 5/16" Planks installed over 5/8" thick 15 ply thick starter strip APA rated plywood sheathing IiARDIEPL.ANKCEMPLANI PREVAIL LAP $IDiIVG_INSiAI,LAT10tJ DEJAIJ_S All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation Sheathing fastener, as recommendations, and the applicable sections of the Florida Building Code. described in Note 1 Metal studs where HardiePlank, Cemplank, Prevail Lap Siding will be irtstailed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. Note 1] 518" thick 15 ply APA rated plywood sheathing shall be attached to metal studs at 6"oc at panel Siding fastener, as edges and all intermediate supports using a No.8-18, 0.315" head diiameterx 1-1W long bugle head screw described in Note 2 Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4 wide laps at the top of the plank such that the exposure area of each plank is 5 8-114" vertically. 1 [Note 2] The siding fastener shall be a minimum No. 8-18, 0.315" head diameter X 2-1/4" long* bugle head HardiePlank screw over metal studs ("or screw shall have at least 3 full threads penetrating metal framing); The siding is i Cemplank, fastened s 8-1/4" O.C. vertically and 16" O.C. horizontally; fasteners are driven into metal studs through 5/8" thick 15 ply APA rated plywood sheathing, fasteners are placed in the overlapping area approximately 3/4" Prevail Lap Siding from the bottom edge of the overlapping plank. a Vertical joints shall be placed over studs. Water -resistive The planks shall be installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum barrier per Florida 20ga, Nominal 3-5/8" X 1-5/8" Metal C-studs spaced a maximum of 16" O.C. Fasteners shall have a minimum edge distance of 3/8 . Building Code Section 1404.2 " HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING 5/8"thick /5 ply APA rated INSTALLATION DETAILS METAL STUD CONSTRUCTION plywood sheathing fastened to metal studs as described in James Hardie Building Products, Inc Note 1 - _ 10901 Elm Avenue Fontana, CA 92337 20ga, 3-5/8" X 1-5/8" Metal C-stud Phane: 909.356-6300 S17E FSCM NO MONO The wall and soffit frames are to be designed Fax 909-427-0634 A PNL-PLK-SOFF by the Architect or Engineer of Record in compliance with the Florida Building Code. Creator. E. Gonzales SCALE 1 /2" =1'-0" Date: 4/241 7 OF 12 6.001n. 16 in. OC Cladding I 6 00in. I'I FramingiI I 6.00in.00 I I I Sheathing 0J5n --•-------------------------- ;..... -• J I I T - REWSM r N ot.1 21 t. Nzr P"3 r cooxot P n hw STATE OF ' 58,251n- I _ s otvAi. E 3ERA- MIN-Q NOMINAL 20 GAUGE 3-5/B" X 1-5/8" STEEL STUDS 16" O,C. FASTENED WITH 5/8" LONG RIBBED BUGLE HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE BY THE ARCHITECT OR ENGINEER OF RECORD IN NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) COMPLIANCE WITH THE FLORIDA BUILDING CODE SFiEATEjJNG NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC AT -PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.315" HEAD DIAMETER X 1-1/4" LONG BUGLE HEAD SCREW HARDIEPLANK, CEMPIANK, PREVAIL LAP SIDING CL_A_ D_DWG INSTALLATION DETAILS METAL STUD CONSTRUCTION PLANKS OVERLAP 1-1/4" THE EXPOSURE IS 58-1/4" James Hardie Building Products, Inc. THE PLANKS ARE FASTENED WITH NO. 8-18, 0.315" 10901 Elm Avenue HEAD DIAMETER X 2-1/4' LONG CORROSION - RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW Fontana, CA 92337 SHALL HAVE AT LEAST 3 FULL THREADS Phone: 909-356-6300 SM FSCM NO DV4 NO REV PENETRATING THE METAL FRAMING), PLACED 3/4" UP Fax 909-4 27-0634 A PNL-PLK-SOFF 1 FROM THE BOTTOM EDGE OF THE PLANK AT EACH Creator. E. Gonzales SCALE 1" = V-0. Date:424/2013 SHEET 8 OF 12STUDLOCATION WALL LENGTH Stud Spacing at 16" O.C. j---= - ,i- ---- - - - :i---------- I i.i WALL 1EIGHT i I •i i i:----- ------- i_ .i D ETALI~A 3/8" Minimum SEE DETAIL A 2" X 4" S-P-F Wood Studs HardieSoM Cemsoffit I J _ _S C'jiE_0-N0-- B- Nails at 4" O.C. (typ. ;REvism Distance dopes a er soffit fastener, as escribed in Note HardieSoffit, Cemsoffit Minimum 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record In compliance with the Florida Building Code. P-& Oi7U0-DESCj21PTLON HardieSoffitO & Cemsoffitll materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade 11, Type A and meeting the requirements of the Florida Building Code. SOFFLT g1MENSION$ Width Length Thickness 4' 8' 1/4" J:) Y-S.LGN PRRR S UjRE tATJIVG Installation Design Pressure Wood Studs -70 psf G OGAWqNo_ 4 21 STATE OF I FLOR10'l 810NAX-` 6A9D1. 550EF_1 r gFMSOEFLT- P- A_ N.RI[JW A_.4W O DETAILS All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Wood studs where HardieSoffit, Cemsoffit will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA The soffit shall be installed over minimum ZX4" S-P-F wood studs spaced a maximum of 16" O.C. Note 11 The soffit fastener shall be a 2" long, 0.223" head diameter, 0.092" shank diameter, corrosion resistant siding nail; the fasteners shall be spaced at 4" O.C. at panel edges and intermediate studs; the fasteners shall be driven into wood studs located at 16" O`.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers. Fax 909-427-0634 Creator. E. Gonzales IPRODUCT REv11s>ED MS wM die Fkwidm BuRdi% Code A— Vt_ mNo1'3-0311,44 BY Dade Aro ict Ce troif HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc, 10901 Elm Avenue Fontana, CA 92337 No Mr. No PNL- PLK-SOFF SCALE IIr = V4" ( Date: 4/24/2013 9OF12 REV Cladding Framing' 4.00iT . Maw RVASED cob 1121 oGAw ca,piyiag 1be Floods _ as ooaviyieg viih the Flo ift '` _ 07 iroe Dro,rs Caatoi Duk STATE OF FL•0 RIP . 'a` ` ' j s f .......... 1- FRAML G NOMINAL 2" X 4' S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-1/2' 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CLADDING THE SOFFIT IS FASTENED WITH 2- LONG, 0.223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACE NAILS 4" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 0 10901 EIm Avenue Fontana, CA M37. Phone: 909-356-6300 SIZE FSCM NO DWS NO Fax 909-427-0534 A t PNL-PLK-SOFF Creator E. Gonzales SCALE 1" =1'-0" Date: 4/24/2013 SHEET 10 OF 12 1 WALL LENGTH Stud Spacing at 16" O.C. 3/8" Minimum Edge Distance DETP_J L,A i r r 4-- I Nails at 6" O.C. (typ. Soffit fastener, as described in Note 1 HardieSoffit, Cemsoffit 20ga, 35/8" 4 1-5/8- Metal C-stud LThe wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. SEE PRODUCT DESCR(1?7LQIy DETAIL A HardieSoffit® & Cemsoffit® materials are nonasbestos Tiber -cement products tested in accordance with ASTM C118E l Grade 11, Type A and meeting the requirements of the Florida Building Code. 20ga, 3-5/8" X 1-5/8" SOFFIT DJMrzilSPKi Metal C stud Width Length Thickness 4' 8' %" 4 HardieSoffit, DESIGN PRESSURE RATLiCemsoffit Installation Design Pressure I• Meta! Studs pq5 f 1 j1I // iiii, i x.OSA -: S>~CTIQN_B& PRODUCT REVISED MODUC1' REVIISFD tYc iloriilr ° 5 `omp1 3 With drle JElorids s 1 Building Code 0. I Da%dft Code Accepha,. No l %+ l.0 121 Aae ooe wrj EXP-16 ` -0 ` oSTATE OF By IPn+ drNCaand i r ap.c,a-0R1CR' Rp1ESOFFLT. CEMSOFFIT gNEL INSiAL,LATIOty.D>=iA1LS 111t All installation shall be done in conformance with this Notice of Accenufacturer s installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardieSoffit, Cemsoffit will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA The soffit shall be installed over minimum 20ga, Nominal 3-5/8" X 1-5/8" Metal C-studs spaced a maximum of IS" O.C. Note 11 The soffit fastener shall be a minimum No. 8-18, 0.315' head diameter X 1-1/4' long` ribbed bugle head screw (*or screw shall have at least 3 full threads penetrating metal framing) -,the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven into metal studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from corners. Fax 909- 427-0634 Creator. E. Gonzales HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS METALSTUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 PNL-PL. KSOFF 112" = V- 0" I Date: 4/24/2013 1 SHEET 11 OF 12 REV Cladding Framing 6.00in. PRCDUCi' REMW we S r7 AWq r s 9 r N0 2 By cc 9 FLOR\" C 3 FssioNP 1 ERAM]NG NOMINAL 20 GAUGE 3-5/8" X 1-518" STEEL STUDS 16" O.C. FASTENED WITH 5/8" WAFER HEAD SCREWS (2 PER TOP FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE AND BOTTOM CONNECTION) NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CLADDING HARDIESOFFIT, CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO.8-18, 0,315" HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTIONDIAMETERX1-1/4 " LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 (9, FULL THREADS PENETRATING THE METAL FRAMING), PLACE James Hardie Building Products, Inc. SCREWS 6" O.C, AT PANEL EDGES AND INTERMEDIATE 10901 Elm Avenue STUDS 191 Fontana CA 92337 Phone: 909-356-6300 size FSCM NO OM No REV Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator. E. Gonzales scnIE V = 11-0" Date: 424/2013 SHEET 12 OF 12 Florida Building Code Online Page 1 of 2 trc BCIS Home i Log In 1 User Registration Hot Topics I Submit Surcharge Stats 6 Facts Publications i FBC Staff I BCIS Site Map I Links I Search I Product ApprovalrQOUSER: Public User Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail FL # FL12194-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived = Product Manufacturer Aluminum Coils, Inc. Address/Phone/Email 5001 West Knox Street Tampa, FL 33634 813)249-9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.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 Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R3 COI ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits.odf Referenced Standard and Year (of Standard) Standard AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code Year 1986 http://www. floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fE... 6/8/2017 Florida Building Code Online - Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 08/27/2015 08/28/2015 09/04/2015 10/16/2015 04/05/2017 FL # Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12194 R3 II ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits.ndfApprovedforuseoutsideHVHZ: Yes 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 R3 AE ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits.odf Created by Independent Third Party: Yes Contact Us 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida, . Prrvacv Statement . Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mad. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emads provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 01 EE Credit Card I Safe ; http://www.floridabui lding. org/pr/Pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC`/`2fE... 6/8/2017 Certificate of Authorization No. 29824CREEK17520EdinburghDr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5T" EDITION (2014) Manufacturer: ALUMINUM COILS, INC. Issued August 27, 2015 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumr-oilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1710.9.4 Properties: Wind Resistance REFERENCES En& Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 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. PRODUCT DESCRIPTIONS 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. ALC15001 FL12194-R3 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK. Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. C R E E K ALUMINUM COILS, INCLASoffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent configuration and 11.1 in2nin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 15' FULL VENT I6' CENTER VEM 16'" solid !•MF.l 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full. vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001 FL12194-R3 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 5'h Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. jVtt1 u I I j jij G PRY R..p9 F, 2015.08.2/ No 74021 (` 0 / :05:00 04'00' 3 STATE OF :U 4 O R t O P' ` Zachary R. Priest, P.E. X % Florida Registration No. No. 71021 Florid CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technicai 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 (7 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001 FL12194-R3 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 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 1710.9.4. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the,minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit — 12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit —16-inch o.c. Fastener Fastener Location Location ALC15001 FL12194-R3 Page 1 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall.notify CREEK Technical Services, LLC,of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location 1,1- Fastener Fastener Location l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12 Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J #I Approved Systems for 24-inch Overhang with J-Channel Appendix' A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave,Connection System Panel MDP No. Width psf) Substrate F-Channel ' Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-Inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 0072-inch dia. x min. 3/16- 12F-1 16-inch Wood min. 1.25-Inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail t40.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-Inch dia. x min. 1/4-Inch 48 12F-2 16=inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head dia. trip Heil spaced 48- 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One (1) min 3/4-inch x 1/4-Inch One (1) min. 1 3/4-inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8 inch o.c. 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001 FL12194-R3 Page 2 of 7 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 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- Inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-Inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. xmin. 1/4-inch 48 16-Inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c.. head dla. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pst) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staples spaced max. 0.072-inch diameter finishing nail with min. 3116- t53.312-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staples spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3/16- t53.3 spaced 16-inch o c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0 inch dia. x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 072 3/16-inch head dia, trim nail t25.6 inch o.c. O.C. spaced 36-inch o.c. Three (3) min., 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch O.C. inch, head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001 FL12194-R3 Page 3 of 7 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 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staples spaced 4- 0.072-inch diameter finishing nail with min. 3/16- t43.3 16-inch spaced 8-inch o.c. inch o.c. and securing each inch head spaced panel lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1-inch leg staples'spaced 4- 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood inch oand securing each c. finishing nail with min. 3/16- t43.3 spaced 16-inch o.c. panel lap inch head spaced 16- inch o.c. Approved Systems for 16-inch overhang with J-Channel 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 1/4-inch One ( 1) min 3/4-inch x 1/4-inch One ( 1) min. 1 3/4-inch long x 0.072-inch dia. x 23.5 16J- 1 16- inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 spaced 24-inch o.c. nail spaced 48-inch o.c. ALC15001 FL12194-R3 Page 4 of 7 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 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No: Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staples spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga1/4- inch One ( 1) min. 1.75-inch x Max. Inch crown x 1-inch rafter with one each panel lap inch crown x 1- 0. 072-inch diameter 24F- 1 12- inch Wood leg staples in 1) min. 2.25- Wood leg staples spaced 8- fnishing nail with min. 801-90 diamond pattern inch x 7d ring inchOne ( 1) min. 1.75-inch I o.c. 3/ 16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24- inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.114-inch crown x 1-inch leg Nominal 1x2 staples spaced One ( 1) min. 1.5- No.2 SYP 12-inch o c. securing One (1) 18 ga. 1/4- One ( 1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0. 072-inch diameter 80/ 24F- 2 12- inch Wood smooth shank rafter with one Wood leg staples spaced 8 finishing nail with min; 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/ 16-inch head spaced 16- inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail,with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced No. 2 SYP 12-inch o.c. securing One (1) 18 ga1/4- One (1) min. 1.75-inch x Max. One ( 1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch. 0.072- inch diameter 80/ 24F- 3 12-inch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 76.6 spaced 8- Inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o. c. 3/16- inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24- inch o.c. finishing nail with min. 3/16- inch head spaced 4-inch o.c. ALC15001 FL12194- R3 Page.5 of 7 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 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psi) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staples spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-Inch x Max. Inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min., 2.25- Wood leg staples spaced 8- finishing nail with min. 801-60 diamond pattern Inch x 7d ring One (1) min. 1.75-inch inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter each panel lap 16-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F-5 16 inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter each panel lap 16-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-Inch crown x 1-inch leg Nominal 1x2 staples spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F-6 16 inch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 spaced'8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o c. and securing 3/16-inch head spaced inch ring shank x 0.072-inch diameter each panel lap 16-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001 FL12194-R3 Page 6 of 7 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 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel Batten Panel, Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal tx2 No.2 SYP scabbed between rafters with one (1) One (1) 18 ga.1/4-inch Nominal 1x2 min. 2.25-inch x 7d crown x 1-inch leg No.2 SYP Three (3) 18 ring shank nail straistraight -nailed throughg staples spaced One (1) min. 1.75-inch anchored to 9 a.1/4-inch crown rtherafter into the end 12-Inch o.c. securingg each panel lap One 1 18 a. /._ 9 x 0.072-inch diameter 24J-1 Max. rafter with one x 1-inch leg of the batten or two (2) Wood inch crown x 1-inch finishing nail with min. 360 12-inch 1) min. 2.25- staples in diamond min. 2.25-Inch x 7d One min 1 leg staples spaced 3116-inch head Spaced Inch x 7d ringringpatternspaced16- g shank nails toe- nailed on either side of aminchx0.072-inch diameter72 8-inch o.c. 12-inch o.c. shank nail inch o.c. the batten at each. finishing nail with min. 24-inch o.c. batten/rafter 3/16-inch head spaced intersection. Max. 4-inch o.c. rafter spacing Is 24-Inch o.c. Nominal 1x2 No.2 SYP scabbed between rafters with one (1) One (1) 18 ga.1/4-inch Nominal 1x2 min. 2.25-inch x 7d ring shank nail crown x 1-inch leg No.2 SYP Three (3) 18 straight -nailed through99 staples spaced One (1) 18 ga. One 1 min.1.75-inch anchored to ga.1/4-inch crown the rafter into the end 72-inch pa securing each panel lap inch crown x 1-inch x 0.072-inch diameter 24J-2 Max. rafter with one x 1-inch leg of the batten or two (2) Wood leg staples spaced finishing nail with min. 53.3 16-inch 1) min. 2.25- staples in diamond min; 2.25-inch x 7d one (t) min. 1.75-inch 8-inch o.c. and 3/16-inch heads acedpinchx7dringpatternspaced16- ring shank nails toe- x 0 072-Inch diameter securing each panel 16-inch o.c. shank,nail inch o.c., nailed on either side of finishing nail with min. lap 24-inch o.c. the batten at each batten/rafter 3/16-inch head spaced Intersection. Max. 4-Inch o.c. rafter spacing is 24-inch o.c. ALC15001 FL12194-R3 Page 7 of 7 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 INSTALLATION ALUMINUM COILS, INC Soffits Appendix B Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min., 3/6" head dia. nail with min. 134" engagomant(for wood eubetrate) or min.. 0.097" d1a. T-nailcrr.tub nail with ,In 5/Al enaagement(foi ccrcrete or.)look mibacratc), opaced au noted above. r FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 12F-1 & 12F-3 F" CHANNEL Wr»i. Concrete or Block'Wall STAPLE SOFFIT TOZ. 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 FL12194-R3 Page 1 of 12 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 3MKr 11 SOFFIT STAPLE OPEN RAFTER 3/4• x 1/4• ; , DIAMOND PATTERN L ,DETAILCROWNSTAPLES USING A DIAMOND 1 > T 1 PATTERN FACIA BOARD FASCIA CAP 12F-2 3/4' X 1/4' CROWN FACIA BOARD 8- 1-3/4' TRIM NAIL STAPLE ON CENTER 1-3/4- TRIM NAILJ PAINTED S.S. CHANNEL CAN BE PAINTED S.S.. 48' CAPNO.C. .FASCIA INr_"STALLEDWITHTHE' NAILING FLANGE UP OR 3/4" X 1/4' DOWN CROWN STAPLE SOFFrr_ max. 1:2-inch span WOOD SOFFIT. SUBSTRATE SOFFIT & FASCIA_ DETAIL ALC15001 FL12194-R3 Page 2 of 12 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 OPEN RAFTER ter! SOFFIT STAPLE 015T DIAMOND PATTERN D E T nI Lr- FACIA a/IrBOARD Tv/, smmaTAFUS / 3/4" X .1/4- CROWN STAPLE "24" ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 L—CHANNEL 3/4" X r1 /4" CROWN t3" 1-3/4" `TRIM NAIL FACIA BOARD 1-3/4" TRIM NAIL STAPLE ON CENTER PAINTED S.S. screwed ,to sotlit with one(1)-N8 x PAINTED S $. 48" FASCIA CAP 1/2" x 3/8" head diameter screw, O.C. 3/4" X .1/4" 16" O.C. CROWN STAPLE SOFFIT —max. 12-inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAI ALC15001 FL12194-R3 Page 3 of 12 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 t- TRIM NAIL, FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 1"4' CROWN STAPLE OPEN RAFTER FASCIA BOARD u s see t-NdA 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP. REFER lo TO SOFFIT i FASCIA DETAIL F` CHANNEL--,-" MANNFL SOFFIT: MAX. 16" SPAN MASONRY SUBSTRATE ALC15001 FL12194-R3 Page 4 of 12 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. JCREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min. Y/8" head dia. nail with min. 1%" angagamont(for wood substrate) or min. 0.097" dia. T-nail or ,stub :nail with min. 5/8". engagemenr_(for concrete, or block substrate)) spaced, as,noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL YJo•i, Concrete . or block wall STAPLE SOFFIT TO FASCIA BOARD #T50 8" X 3/8" STAPLE 11 16" O.C. APAINTED3S.S, FASCIA LIP 1 /4" 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n' uSOFFIT STAPLE OPEN RAFTER 3/ 4" x 1/4- ; DIAMOND PATTERN L ; DETAIL CROWNSTAPLESUSING' A DIAMOND VKTVCDII srw+rs i PATTERN FACIABOARDFASCIA_ CAP 16F-4 3/4- X 1/4- CROWN FACIA BOARD 8' 1- 3/4" TRIM NAIL STAPLE ON CENTER 1-3/ 4- TRIM NAIL PAINTED. S.S. F' CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAP INSTALLED WITHTHEO.C. NAILING_ FLANGE UP OR3/4' X 1 /4' CROWN STAPLE SOFFIT- max. 16-_inch span, SOFFIT sSUOD BSTRATESOFFIT &FASCIA DETAIL ALC15001 FL12194- R3 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 ' TRIM,NAIL FASCIA BOARD PAINTED SA. FASCIA CAP SOFFIT 1'pl' CROWN STAPLE OPEN RAFTER FASCIA BOARD 1-4- CROWN STAPLES SOFFIT &FASCIA USING A DIAMOND DETAIL 16F-2 & PATTERN; REFER TO SOFFIT STAPLE 1617-6 DIAMOND PATTERN DETAIL FASCIA REFER / \ TO SOFFITIT & FASCIA F' CHANNEL DETAIL SOFFIT; MAX. 16' SPAN w SUBSTRATE \ SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 7 of 12 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 OPEN RAFTER SOFFIT STAPLESTOUS GIST' DIAMOND PATTERN DETAIL_. L rFACUBOARD `1 ETvccNi 1TNLLS / 3/4" X 1/4' CROWN STAPLE "24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1 LCHANNEL 3/4' X 1 /4" CROWN 8" 1-3/4" TRIM NAIL FACIA BOARD 1-3/4" TRIM NAIL 1 ON CENTER PAINTED S.S. PAINTED S.S. 48" FASCIA CAP O.C. 3/4' X 1 /4" CROWN STAPLE SOFFIT —max., j6-inch span SOFFIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAI ALC15001 FL12194-R3 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 TRW NAIL FASCIA BOARD PAINTED S,S. 1'4- CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMONO PATTERN; REFER TO 1"rj' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1;' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-1 & 24F-4 I'q' CROWN STAPLE — FASCIA CAPS REFER TO SOFFIT L FASCIA \ OfTAA. / Nfterg 1ith SYP Batlen Anchored to - SOFFIT. MAX. 24' F-CHANNEL Rafters vitA an* Id Ring Shank Neil at WOOD SUBSTRATE tvery Rafter SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 - Page 9 of 12 This evaluation report is provided for Slate of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 }' TRIM NAIL FASCIA BOARD PAINTED 1-1' SMOOTH SHANK FASCIA CAP ROOF NAILS SOFFIT 1'e}' CROWN STAPLE 1 }' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 8 DETAIL 24F-5 11'r}' CROWN S7APlE FASCIA CAP; REFER TD SOFFIT t FASCIA DETAILNommalT"a2' SYP F-CHANNEL Batten Anchored to SDFFIT; MAX, 24" Rafters vifh one 7d Ring ShanM Nail at every Rafter WOOD SUBSTRATE ALC15001 FL12194-R3 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 }" TRIM NAIL FASCIA 6O14D PAINTED S.S. 146A T-NAILS l FASCIA CAP SOFFIT 1-r}- CROWN STAPLE I }" TRIM NAIL (ASCU BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 1-4- ER STAPLE FASCIA CAP; REFER TO SOFFIT & FASCIA OEiAII Nominal 1'x2' SYD Bitter Anchored to SOFFIT; MAX. 24" F-CHANNEL Rafters with one ld Ring Shank Nail at trery Raffer MASONRY ALC15001 FL12194-R3 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 }- TRIM NAIL FASCIA BOARD PAINTED S.S. 1"4" CROWN STAPLES FASCIA CAP USING A DIAMOND SOFFIT PATTERN, REFER TO CANTILEVERED 1'r}" CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD SOFFIT L FASCIA 1 }" TRIM NAIL PAINTED S.S. DETAIL 24J-1 & 1'x}_ CROWN STAPLE' 24J-2 FASCIA CAP; REFER TO SOFFIT1 FASCIA DETAIL l Nonunal 1` x 2' SYP b0ens N Scabbed between rafters and SOFFIT, MAX. 247 1-CHANNEL secured with one (1) 7d ring Shank nail stralght-nailed Ihrough the rafter Into the end WOOD SUBSTRATE of the batten or two (2) 7d ring spank nails toe -nailed on either side of the battern at the bilteNraftar kllert"fort SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 12 of 12 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. i 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 1609.1 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, 11,111, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, kd = 0.85 7. V„ it is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 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 HeighQ, whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001 FL12194-R3 Page 1 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEP( 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 f Height (ft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 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 4 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 Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 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 5 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 4 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 Enclosed 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 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 5 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 1 14.7 1 17.0 19.5 1 '22.2 1 '25.1 28.1 31.3 1 34.7 60 13.1 1 15.4 1 17.8 20.5 1 23.3 1 26.3 29.5 32.9 1 36.4 ALC15001 FL12194-R3 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. JCREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure C Building Type Zone Mean HeiftHeight Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 4 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 Enclosed 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 5 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 1 -84.2 93.2 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 4 40 16.0 18.8 21.8• 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 Enclosed 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 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 5 40 16.0 18.8 1 21.8 1 25.1 1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9, 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001 FL12194-R3 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 HeR htf ft Basic Wind Speed mph) 120 130 140 150 160 170 180 190- 200 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 4 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3' 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 5 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2' 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 413 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 4 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 Enclosed 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 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 5 40 18.8 22.1 25.6 29.4 33A 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001 FL12194-R3 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. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" -T 3/8" J-Channel 3/4" 1/B" HEM T7 3/4" 1 3/8" ISOMETRIC VIEW 3/6- PROFILE ISOMETRIC VIEW 3/8" PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 3/4" 7/8" 1/8" HEM 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 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 ALC15001 18" BLANK 3; % 8 PROFILE 2.625 REF. 50 TYP. 25 TW. 0.125 TYP. rI o aooao ooaoa aaooao 00000 oaa000 ooaao RID O(MR PATTERN (FULL SCALE) JOINERS FORMED IN SAME DIRECTION AS RIMS) FL12194-R3 ALUMINUM COILS, INC Soffits Appendix D Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 7/ 8" N, 1/2" XV 25 TVP. 0,125 TYP. 4-1 -1r0f r%I uV JI V I 1\VI ILL 2.E25 REF. 50 TYP. ALUMINUM COILS, INC Soffits Appendix D daoaao ooaoo oaooaory 00000 000000 ooaoo vni3r LouvER PArrERN ( n 1 y i1 LOWERS FORMED IN SANE DIRECTION AS RIBS) END of REPORT ALC15001 FL12194-R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G2O-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. Certificate of Authorization No. 29824CREEK17520EdinburghDr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5T" EDITION (2014) Manufacturer: ALUMINUM COILS, INC. Issued August 27, 2015 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, 1710.9.4 Properties: Wind Resistance REFERENCES Enti Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 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. PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INCEjsoffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION 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 in /lin.ft for the 'full vent' configuration and 11.1 in2Ain.ft and for the 'center vent configuration. See Appendix D for dimension drawings. 18' FUU VENT W C tfi' cnm PAYEI 12" T4 Soffit Preformed nominal 0.01354nch thick, 3105 H-14 aluminum soffit panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001 FL12194-R3 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 5`h Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. tlttutN' PRY R. 2015.08.2 7 No 74021 - 07:05:00 0400' 0 STATE OF : A,4 O R t O P N Zachary R. Priest, P.E. Florida Registration No. 74021 JoNM- S Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A —Approved Systems (7 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001 FL12194-R3 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 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 1710.9.4. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit — 12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit — 16-inch o.c. Fastener Fastener Location —Loocaation 11 ALC15001 FL12194-R3 Page 1 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shallnotify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this reportis valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener I_nration l I — Fastener Fastener Location 11,l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12 Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 1 J-# Approved Systems for 16-inch Overhang with J-Channel ZLF.1 Approved Systems for 24-inch Overhang with F-Channel 24J-# Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 318 x 3/8-inch One (1) min. 1 3/4-inch long x 0072-inch dia. x min. 3/16- 12F-1 16-Inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail t40.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/44nch long x 0.072-Inch dia. x min. 1/4-inch 48 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2spaced244ncho.c. and securing each panel lap inch o.c. One (1) min 314-inch x 1/4-Inch One (1) min. 1 3/44nch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8 o.c. and securing each panel lappanellapp head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001 FL12194-R3 Page 2 of 7 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection L Eave Connection System Panel LMDP No. Width psf) Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-Inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-Inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-Inch pattern spaced 24- screw spaced 16-Inch o.c. spaced 8-inch o.c.. head dia. trip nail spaced 48- 64.2 Inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia.Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staples spaced max. 0.072-inch diameter finishing nail with min. 3/16- 53.3 12-Inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1 inch leg staples spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood. 4-inch o.c. and securing each finishing nail with min. 3/16- t53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-Inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail 25.6 inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch, spaced 24-inch o.c. crown staple spaced 8-4nch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001 FL12194-R3 3 of 7 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 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment I • Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staples spaced 4- 0.072-inch diameter finishing nail with min. 3/16- 343.3 16-inch spaced 8-inch o.c. inch o.c. and securing each inch head spaced panel lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga. 1/4-inch crown x 1- 1-Inch leg staples spaced 4- 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood Inch o.c. and securing each finishing nail with min. 3/16- t43.3 spaced 16-inch o.c. panel lap inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel 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 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-Inch long x 0.072-inch dia. x 23.5 16J-1 16-inch Wood crown staples in diamond pattern spaced 24-inch o.c, Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001 FL12194-R3 Page 4 of 7 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 24-inch overhang with F-Channei Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staples spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1)18 ga1/4- One ( 1) min. 1.75-inch x Max. Inch crown x 1-Inch rafter with one each panel lap inch crown x 1.-inch 0.072-inch diameter 2417- 1 12- inch Wood leg staples in 1) min. 2.25- Wood leg staples spaced 8- finishing nail with min. 60/-90 diamond pattern inch x 7d ring One ( 1) min. 1.75-inch inch O.C.3/ 16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24- inch o.c, finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced One ( 1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One ( 1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0. 072-inch diameter 60/ 24F- 2 12 inch Wood smooth shank rafter with one Wood leg staples spaced 8 finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/ 16-inch head spaced 16- inch o.c. inch ring shank x 0 072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail,with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced No. 2 SYP 12-inch o.c. securing One (1) 18 ga1/4- One (1) min. 1.75-inch x Max. One ( 1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch. 0.072- inch diameter 80! 24F- 3 12-inch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 76.6 spaced 8- inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o. c. 3116-inch head spaced inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24- inch o.c. finishing nail with min. 3/16- inch head spaced 4-inch o.c. ALC15001 FL12194- R3 Page,5 of 7 Thls 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 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staples spaced Three (3) 18 ga.114- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- Wood leg staples spaced 8- finishing nail with min. 80/-60 diamond pattern iInchx 7d ring One ( 1) min. 1.75-inch inch o c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter each panel lap 16-inch o.c. 24- inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced One ( 1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F- 5 16 inch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. and securing 3/16-inch head spaced 16- inch o.c. inch ring shank x 0.072-inch diameter each panel lap 16-inch o.c. nail 24-inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced No. 2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F- 6 16- inch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. and securing 3/16-inch head spaced inch ring shank x 0.072-inch diameter each panel lap 16-inch o.c. nail 24-inch o.c. finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. ALC15001 FL12194-R3 Page 6 of 7 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 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psi) J-Channel Fascia CapBatten Attachment Batten Panel Attachment Substrate Panel Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with one (1) One (1) 18 ga.1/4-inch Nominal 1 x2 min. 2.25-inch x 7d ring shank nail crown x 1-inch leg No.2 SYP anchored to Three (3) 18 9 a.1/4-inch crown straight -nailed throughgg staples acedpp 12-inch o.c. securingng One 1 18 a. /,- 9 One min. Max. rafter with one x 1-inch leg the rafter into the end of the batten or two (2) each panel lap inch crown x 1-inch diameterx0.072-inch diameter72 24J-1 12-inch 1) min. 2.25- staples in diamond min. 2.254nch x 7d Wood leg staples spaced finishing nail with min. t60 inch x 7d ring pattern spaced 16- ring shank nails toe- 1One (1) min. .75-inch x 0.072-inch diameter 8-inch o.c. 3/16-inch heads acedp 12-inch O: c_ Shank nail inch O.C. nailed on either side of finishing nail with min. 24-inch O.C. the batten at each battenlrafter 3/16-inch head spaced intersection. Max. 4-inch o.c. rafter spacing Is 244nch o.c. Nominal 1x2 No.2 SYP scabbed between rafters with one (1) One (1) 18 ga.1/4-inch Nominal 1x2 min. 2.25-inch x 7d crown x 1-inch leg No.2 SYP Three 3 18 ring shank nail straight-natled through staples spaced One () Y.- O1 18 g a. One 1 min. 1.75-inch anchored to ga.1/4-inch crown the rafter into the end 12-inch o.c. securing each panel lap inch crown x 1-inch x 0.072-inch diameter 24J- 2 Max. rafter with one x 1-inch leg of the batten or two (2) Wood leg staples spaced finishing nail with min. t53.3 16- Inch 1) min. 2.25- staples in diamond min. 2.25-inch x 7d e 1 On(1) min. 1.75-inch 8-Inch O.C. and 3/ 16-inch head spaced inch x 7d ring pattern spaced 16- ring shank nails toe- x Ih diameter ncameersecuringeach panel 16-inch o.c. shank nail Inch O.C. nailed on either side of finishing nail with min. lap 24-Inch o.c. the batten at each battenlrafter 3/ 16- inch head spaced Intersection. Max. 4-Inch o.c. rafter spacing is 24-inch o.c. ALC15001 FL12194- R3 Page 7 of 7 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note -Refer to the APPROVED SysTEms section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail Min. 3/0" head dia. nail with min. 1'f" en9agemant(for w--d substrate) or mina 0.097" dia. T-nail or stub nail with min.'s/8" en_aagement(for concrete or block, anbstrmtc),, spared a neced above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 12F-1 & 12F-3 F" CHANNEL Wrx+d. Concrete or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" 0. C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001 FL1'2194-R3 Page 1 of 12 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 3/r KrA ' `, SOFFIT STAPLE OPEN RAFTER 3/4 x, 1/4• i i DIAMOND PATTERN i AIUSINGLCROWNSTAPLESr A DIAMOND'—.!' Asrwus i PATTERN FACIA BOARD FASCIA CAP 12 F-2 FACIA BOARD 1 3/ 4- X 1/4- CROWNJS.S. a" STAPLEON: CENTER 1- 3/4" TRIM NAIL P'F- CHANNEL CAW BE PAINTED S.S. 4a*INSTALLED FASCIA CAP WITHTHE0CNAILING FLANGE UP OR 3/4- X 1/4- DOWN CROWN STAPLE SOS_ max. 12,-inch'span WOOD S SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 2 of 12 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 OPEN RAFTER SOFFIT STAPLE GIST 1 DIAMOND a/V Q A L PATTERN FACIA BOARD STAKES / 3/4- X 1/4- CROWN STAPLE -24' jNAIL, ON CENTER USING A DIAMOND PATTERN FASCIACAP 3/ 4- X '1/4' CROWNCIA' 8' 1J-CHANNELBOARD 1- 3/4" TRIM NAIL STAPLE ON CENTER P6crewed, tosoffitPAINTEDS.S. 48"withone(1)48 x FASCIA CAP 1/ 2" x 3/8" head O.C. diameter screw, X 1/4- 16' o.c. WN STAPLE SOFFIT- max.-12-inch spanS WOOD OR BLOCK SOFFIT & FASCIA. SUBSTRATE DETAI ALC15001 FL12194-R3 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 i' TRIM NAIL FASCIA BOARD PAINTED SS, CAP SOFFIT-1FASCIASOFFIT 1 CROWN STAPLE OPEN RAFTER FASCIA BOARD u pit 5/F T-Hai 16F-1 SOFFIT &FASCIA 16F-5 DETAIL FASCIA CAP. REFER oo TO SOFFIT t FASCIA DETAIL F' CHANNEL SOFFIT: MAX. 16' SPAN MASONRY SUBSTRATE- ALC15001 FL12194-R3 Page 4 of 12 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. JCREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min. 3/8" head dia. nail with min. lw- engagemant(for wood subar'rate) or - min. 0.097" dia. T-nail or e.tub.nail with min. 5/9"- engagementlfor concrete, or block substrate), spaced, as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16 F-3 F" CHANNEL Wood, Conciete or'Eilock Wall' STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" 0. C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN, 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System'No. Installation Detail I " iTE ` SOFFIT STAPLE OPEN RAFTER. I ' DIAMOND PATTERN 3/4' X 1 1 AILDETUSINGL-0- CROWN STAPLES t I A DIAMONDJ KTv[n+1 srrrtcs I PATTERN FACIA BOARD FASCIA CAP 16 F-4 3/4' X 1/4" CROWN FACIA BOARD 1-3/4' TRIM NAILSTAPLEWONCENTER 1-3/4' TRIM NAIL PAINTED.,S.S. F' CHANNEL CAN BE PAINTED 'S.S. 48' FASCIA CAPINSTALLEDWITHTHED.C. NAILING FLANGE UP OR3/4" X 1/4' DOWN CROWN STAPLE SOFFIT— max. 16,_inch opan WOOD SOFFIT SUBSTRATE '' ' SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 6 of 12 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 ILI }' TRIM NAIL FASCIA BOARD ' PAINTED FASCIA CAP SOFFIT 1'Vi" CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'4- CROWN STAPLES SOFFIT & FASCIA USING A DIAMOND DETAIL 16F-2 $ PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP; REFER / \ TO SOFFIT i FASCIA F" CHANNEL DETAIL SOFFIT; MAX. 16' SPAN WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 7of12 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 OPEN RAFTER s `, SOFFIT STAPLE OIST AFUS 1 1 DIAMONDIDETAIL PATTERN FACIA BOARD 1` 1 VMI fTAILLS / 3/4' X 1/4' CROWN STAPLE '24' JTRIMNMAIL ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1 3/4' X '1/4' CROWN 1FACIA 0' BOARD CHANNEL 1-3/4' TRIM'NAIL STAPLE ON CENTER PPAINTEDS.S. 48'FASCUI CAP O.C. 3/4' X 1/4' CROWN STAPLESOFFIT-max.,'16-inch span, S WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15001 FL12194-R3 Page 8 of 12 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 TRW NAIL FASCIA BOARD PANTED S,S l-,4- rROMN I I FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN; REFER TOI'v2' CROMN STAPLE SOFf1TSTAPLE DIAMOND PATTERN DETAIL1 IRIM NAIL FASCIA $CARDPAINTEDS.S. SOFFITLI:TO FASCIA DETAIL 24F-1 & 24F-4 FASCIA CAP; REFER SOFFIT i FASCIA \ OETA4 Nommti Pat' I 3 81Ball— Authored to SOFFIT. MAX. 24' F-CHANNEL Raffera with onee Id Ring Shank Nail at tverT Rafter WOOD SUBSTRATE L SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 9 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty; Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRW NAIL FASCIA BOARD S,S - 14" SMOOTHPANTEDSHANK FASCIA CAP ROOF NAILS SOFFIT Te}' CROWN STAPLE I J' TRW NAIL FASCIA BOARD PAINTED S S. SOFFIT L FASCIA 24F-2 & DETAIL 24 F-5 1'rt' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT 1 FASCIA DETAIL Nommat Tat' SYP F-CHANNEL Batten Anchored to SOFFIT: MAX, 24- Rafters with ant Id Ring Shank Nil at avert Rafter N000 SUBSTRATE ALC15001 FL12194-R3 Page 10 of 12 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 TRIM NAIL FASCIA BOARD PAINTED S.S. I46A T-NAILS FASCIA CAP SOFFIT 1^xi^ CROWN STAPLE I }- TRIM NAIL FASCIA BOARD PANTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 I^q^ CROWN STAPLE FASCIA CAP; REFER TO SOFFIT L FASCIA DETAIL Nominal 1'x2" SYD Better AmSored to SOFFIT; MAX. 24' F-CHANNEL Rafters with one 7d Ring Shank Nail at every Rafter MASONRY ALC15001 FL12194-R3 Page 11 of 12 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 }- TRIM NAIL FASCIA BOARD PAINTED 5.5. I'sCCROWNS FASCIACAPSTAPLES USING A DIAMOND SOFFIT PATTERN, REFER TO CANTILEVERED 1-xi- CROWN STAPLE SOFFIT STAPLE RAFTER DIAMONDPATTERNDETAIL FASCIA BOARD SOFFIT & FASCIA 1 }" TRIM NAIL PAINTED S.S. DETAIL 24J- 1 & t_ s}; CROWN STAPLE, 24J- 2 FASCIA CAP; REFER TO SOFFIT 1 FASCIA lo DETAIL Nominal 1' X 2' SYP battens, stabbed between tellers and SOFFIT, MAX. 14' 3/8' 1- CHANNEL secured with one (1) 7d ding ahank nail alralght-nailed WOOD SUBSTRATE through the rafter into the and of the batten or two (217d ring stank nails toe -nailed on either skis of the baltern at the batlerurafter Intersection SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 12 of 12 This evaluation report is provided for Slate of Florida product approval under Rule 61 G20-3. The manufacturer shall, notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V„ it is -shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 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 FL12194-R3 Page 1 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean HeR hofft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 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 4 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 Enclosed 60 20.5 24.0 27.8 32:0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 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 5 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 20 1 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 27A 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 4 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 Enclosed 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31-.3 34.7 60 13.1 15.4 1 17.8 1 20.5 1 23.3 26.3 29.5 32.9 1 36.4 ALC15001 FL12194-R3 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 HeR hotfft Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 4 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 1 -62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 Enclosed 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 5 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 4 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 Enclosed 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 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 1 34.0 37.9 42.0 5 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001 FL12194-R3 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 R offtHeight Basic Wind Speed mph) 120 130 140 150 160 170 180 190 200 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 4 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 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 5 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 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 4 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 Enclosed 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 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 5 401 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001 FL12194-R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended u_se, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" —L 3/8" J-Channel 3/4" 1/B" HEM T7 3/4" I 3/8" ISOMETRIC VIEW 3/E" PROFILE ISOMETRIC VIEW 3/E- PROFILE ALUMINUM COILS, INC Soffits Appendix, D ALC15001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4" 7/8„ 1/8" HEM 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended ,use, or other product attributes that are not specifically addressed herein. ACREEKTECHNICALSERVICES, LLC 16" Q4 Soffit 25 TYP. 0125 TYP. 18' BLANK 3 % 8 13120141LE 2.625 REF. 50 TYP. oaa000 ooaoa oaoaoo oa000 b oa0000 oaaaa M1DF (OLNER PAttFRN (FULL SCA F1 LOUVERS FORMED IN SAME DIRECTION AS RIES) ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 Page 3 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 3 1/8" 7/8" 1 3 1/8" i/8" 3 1/8" 5/16" 112" 1/2" 1/2" 1/2" 112" W Jr 1 PAW, ILL 2.625 REF. 50 TYP. 25 TYP. 0,125 TYP. ALUMINUM COILS, INC Soffits Appendix D oaoaao ooaoo oaaoaa aoaoo a000 P oaaoa OF IOUVER PArrFRN (111ITV` `F1 LOWERS FORMED IN SAME DIRECTION AS RIBS) END OF REPORT ALC15001 FL12194-R3 PageA of This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Florida Building Code Online Page 1 of 2 IIE.._. BCIS Home ; Log In ( User Registration Hot Topics I Submit Surcharge Slats h Facts Publications FBC Stag ( BCIS Site Map I Links I Search dbpr qorida Product Approval USER: Public User Product Aonroval Menu > Product or ADDlication Search > Application List > Appliotion Detail FL * FL17147-R1 Application Type Revision Code Version 2014 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 Evaluation Entity Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Huber Engineered Woods LLC 10925 David Taylor Drive Suite 300 Charlotte, NC 28262 704)548-5442 kurt.koch@huber.com Kurt Koch kurt.koch@huber.com Ken W. Hix 1446 Hwy 334 Commerce, GA 30530 706)336-3041 ken.hix@huber.com Walker Campbell 1446 Hwy 334 Commerce, GA 30530 704) 562-1053 walker.campbell@huber.com Structural Components Products Introduced as a Result of New Technology Evaluation Report from a Product Evaluation Entity ICC Evaluation Service, LLC ICC Evaluation Service 10/01/2018 ICC Evaluation Service, LLC. FL17147 R1 COI Certificate of Independence for Evaluation.odf Standard ICC-Evaluation Service AC310 Approved Evaluation Entity FL17147 R1 Eouiv AC310.odf Year 2015 http://www.floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvCo3EapiI lBdS... 6/8/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option C Date Submitted 08/31/2015 Date Validated 09/16/2015 Date Pending FBC Approval Date Approved 09/20/2015 Summary of Products FL # Model, Number or Name Description 17147.1 ZIP System (R) Wall Sheathing ZIP System (R) Wall Sheathing Limits of Use Installation Instructions Approved for use in HVHZ: No FL17147 R1 II ZIP Sheathing Install Manual-2013.Ddf Verified By: ICC Evaluation Service, LLCApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: limited to structural aspects of panel FL17147 R1 AE ESR-1474 (2),odf FL17147 R1 AE ESR1474.Ddf Contact Us 2601 Blair Slone Road. Tallahassee FL 32399 Phone, 850-487-1824 The State of Florida Is an AA/EEO employer. Coovnaht 2007-2013 State of Florida. Privacy Statement : Accessibility Statement Refund Statement Under Florida law, email addresses are public records If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. "Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 9E Credit Card I Safe http://www.floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvCo3EapiIlBdS... 6/8/2017 DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES r tw SECTION: 0616 00—SHEATHING DIVISION:-07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 25 00—WATER-RESISTIVE BARRIERS/WEATHER BARRIERS SECTION'07 27 00—AIR BARRIERS ` REPORT HOLDER:F - - -r t sL'r HUBER ENGINEERED WOODS, LLC c ONE RESOURCE SQUARE u" 10925 DAVID TAYLOR DRIVE, SUITE 300 4 CHARLOTTE, NORTH CAROLINA 28262 EVALUATION SUBJECT: t ZIP SYSTEM® WALL SHEATHING. t ICC ICC il cc c PMG LISTED Look for the trusted marks of Conformity! 2014 Recipient of Prestigious Western States Seismic Policy Council WSSPQ Award in Excellence" SON QTMMASubsidiaryofCODC ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not x` s specifically addressed, nor are they to be construed as an endorsement of the .subject of the report or a recommendation for us use. There is no warranty by ICC Evaluation Service, LLC express or implied, as GE) to any f nding or other matter in this report, or as to any product covered by the report. Copyright © 2015 ICC-ES Evaluation Report ESR-1474* Reissued October 2014 This report is subject to renewal October 2016. www.icc-es.org 1 (800) 42376587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 16 00—Sheathing DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 25 00—Water-resistive Barriers/Weather Barriers Section: 07 27 00—Air Barriers REPORT HOLDER: HUBER ENGINEERED WOODS, LLC, ONE RESOURCE SQUARE. 10925 DAVID TAYLOR DRIVE, SUITE 300 CHARLOTTE, NORTH CAROLINA 28262 800) 933-9220 www.huberwood.com EVALUATION, SUBJECT: ZIP SYSTEM® WALL SHEATHING 1.0 EVALUATION SCOPE Compliance with the following codes: 2015, 2012 and 2009 International Building Codee (IBC) 2015, 2012 and 2009 International Residential Codee IRC) 2015, 2012 and 2009 International Energy Conservation Code® (IECC) Properties evaluated: Weather resistance Air leakage 2.0 USES ZIP System® Wall Sheathing panels are used as combination wall sheathing, air barrier, and water -resistive barrier: This report recognizes the use of ZIP System® Sheathing, when installed with ZIP System"m flexible flashing seam tape, in walls of Type V construction (IBC) and dwellings under the IRC, and as an alternate to the water -resistive barrier required in Chapter 14 of the IBC and Chapter 7 of the IRC, and to the air barrier required by Sections R402.4 and C402.5.1 of the 2015 IECC (Sections R402.4 and C402.4.1 of the 2012 IECC; Sections 402.4.1 and 502.4.3 of the 2009 IECC). 3.0 DESCRIPTION 3.1 Sheathing Panel: The ZIP System® Wall Sheathing panel is an OSB wood structural panel having a laminated exterior facer. The Exposure 1 OSB complies with US DOC PS 2 for wood structural panels. The exterior facer is a medium -density, phenolic -impregnated, polymer -modified sheet material qualifying as a Grade D water -resistive barrier (required by Section 2510.6 of the 2012 and 2009 IBC). The panels are nominally 4 feet wide by 8, 9, 10, 11 or 12 feet long and have a square -finished -edge or machined -edge profile. When tested in accordance with ASTM E96 (water method), the polymer -modified sheet overlay has a minimum vapor permeance of 12 perms [68.6 X 10'11 kg/(Pa-s-m2)]. Equivalent Water Vapor Transmission rate (WVT) of the polymer -modified sheet overlay is 83.4 g/(24h-m2) when tested at 73.4°F (23°C). The water -resistive barrier and air barrier properties of the ZIP System Wall Sheathing Panels are not affected when the panels are manufactured to comply as facing materials for SIPs in accordance with Section R610.3.2 and Table R610.3.2 of the 2015 IRC (Section R613.3.2 and Table R613.3.2 of the 2012 and 2009 IRC). 3.2 Seam Tape: The ZIP System""' seam tape is a self -adhering membrane tape consisting of acrylic adhesive laminated to a polyolefin backing. The tape is 0.012 inch (0.30 mm) thick with a minimum width of 3 /4 inches (95.2 mm), and comes in rolls of various lengths. 4.0 INSTALLATION 4.1 General: Installation of ZIP System® Wall Sheathing panels must comply with the applicable code, this report and the manufacturers published installation instructions. The manufacturer's published installation instructions must be available at the jobsite during installation. 4.2 Application: 4.2.1 General: The ZIP System® Wall Sheathing panels must be attached to wall framing in accordance with the applicable code for wood structural panels, and in compliance with their panel span rating. The panels must be installed with the polymer -modified sheet overlay facing the exterior. In accordance with the manufacturer's published installation instructions, it is recommended that the square edges of the panels be installed with a, gap Revised August 2015 ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement ojthe subject of the report or a recommendation jor its use. There is no warranty by ICC' Evaluation Service, LLC, express or implied, as Cs to any finding or other matter in this report, or as to any product covered by the repon. Copyright m 2015 Page 1 of 6 ESR-1474 1 Most Widely Accepted and Trusted Page 2 of 6 between adjacent panels and between panels and dissimilar materials. All ZIP System® Wall Sheathing panel seams must be sufficiently sealed with ZIP System seam tape. All overlay surfaces must be dry and free of sawdust and dirt prior to application of the ZIP System' seam tape. The ZIP SystemTM seam tape must extend a minimum of 1 inch (25.4 mm) past the panel edge Tjoint intersections and must be centered within 1/2 inch (12.7 mm) over the middle of panel seams. The tape must be pressed firmly to adhere to the surfaces and seal the seams. Wrinkles in the ZIP SystemTM' seam tape are acceptable unless they create a leak path to the panel seam. 4.2.2 Flashing: Flashing complying with the applicable code must be installed at the perimeter of door and window assemblies, penetrations and terminations of exterior wall assemblies, exterior wall intersections with roofs, chimneys, porches, decks, balconies, and similar projections, and at built-in gutters and similar locations where moisture could enter the wall. An adhesive -backed flashing tape recognized in a current ICC-ES evaluation report must be installed to seal all ZIP System' Wall Sheathing flashing ,joints. Penetration 'items must be sealed to the panels. The adhesive -backed flashing tape must comply with the ICC-ES Acceptance Criteria for Flexible Flashing Materials (AC148) and must be installed in accordance with the manufacturer's published installation instructions. See Figures 1 through 7 of this report for typical flashing, water -resistive barrier and air barrier assembly installation details. 4.2.3 Air Barrier Assembly: ZIP System' Wall Sheathing fastened to maximum 24-inch-on-center 610 mm), wood wall framing, using minimum 6d nails spaced at 6 inches (152 mm) around panel edges and at 12 inches (305 mm) in the field, leaving a '/B-inch 3.18 mm) gap between panels, forms an air barrier assembly when the gaps between panels and the perimeter of penetrations are sealed with ZIP SystemTM seam tape as required by Section 42.1. The assembly has demonstrated a maximum air leakage of 0.0072 cfm/ft2 0.037 U(s"m)] infiltration and 0.0023 cfm/ftz 0.012 U(s•m2)] exfiltration at a pressure differential of 1.57 psf (75 Pa) when tested in accordance with ASTM E2357. 5.0 CONDITIONS OF USE The ZIP System Wall Sheathing panel and tape system described in this report complies with, or is a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 This evaluation report and the .manufacturer's published installation instructions, when required by the code official, must be submitted at the time of permit application. 5.2 The ZIP System® Wall Sheathing panels must be manufactured, identified and installed in accordance with this report and the manufacturer's published installation instructions. In the event of a conflict between the instructions and this report, this report must govern. 5.3 The ZIP System® Wall Sheathing panels must be covered with a code -complying exterior wall covering, or one that is recognized in a current ICC-ES evaluation report. 5.4 The OSB sheathing must comply with US DOC PS-2. 5.5 Fire -resistance -rated construction is outside the scope of this report. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC-ES Acceptance Criteria for Water -resistive Membranes Factory - bonded to Wood -based Structural Sheathing, Used as Water -resistive Barriers (AC310), dated May 2008 editorially revised August 2015). 6.2 Air leakage data in accordance with ASTM E2357. 7.0 IDENTIFICATION Each ZIP System' Wall Sheathing panel described in this report must bear a label that includes the manufacturer's name (Huber Engineered Woods LLC), the product name, nominal panel thickness, the evaluation report number ESR-1474), and the words "Mill 229, Crystal Hill, Virginia"; Mill 228, Easton, Maine"; "Mill 227, Commerce, Georgia"; or "Mill 290, Broken Bow, Oklahoma." The OSB sheathing must also bear a label demonstrating compliance with US DOC PS 2 from an approved inspection agency. The ZIP SystemTM' seam tape roll must be labeled with the ZIP System logo and the evaluation report number ESR-1474 (see Figure 8). ESR-1474 I Most Widely Accepted and Trusted Page 3 of 6 CV Tuix ttmr Low-PRGiUiE fOAu OR 1Rl7X;i''.Al v[pownr,Ep BY RAStM MHttiFA:T tER A ESNT-BAZKEB-- t1AMW TAPE nt. RMN PRAItgJG S' 3° ;YSTEM' tt'hl.l- 9iUTHMC SILL SECTION HEADER SECTION JAMB SECTION FIGURE 1—TYPICAL CROSS SECTIONS OF FLANGED WINDOW ESR-1474 I Most Widely Accepted and Trusted Page 4 of 6 SILL SECTION HEADER SECTION xvroow .tuie ZIP :YS1EN' l WALL SHEATHING ADHC]1F=BACF:EO FL1SfYPC TAPE OUTSIDE CAUL KIOG i ;ROUGH OPEtJwG, It790E Cow-mmm POiVURETRWE FOAM JAMB SECTION FIGURE 2—TYPICAL CROSS SECTIONS OF INSTALLED BRICK MOLD WINDOW ESR-1474 I Most Widely Accepted and Trusted Page 5 of 6 ZIP SYSTEMTM- WALL SHEATHING WALL FRAMING ADHESIVE -BACKED FLASHNG TAPE METAL FLASHING FLASHING FASTENER ADHESIVE -BACKED FLASHING TAPE t— ROOF UNOERLAYMB4 (FELT) r— ROOF SHEATHING ROOF JOIST FIGURE 3—ROOF-WALL INTERSECTION (OPTION 1) wtaaou Aomof ft=awwa COW" wuov a FIGURE S—TYPICAL WALL -SILL INTERSECTION AND FLASHING DETAILS FOR BRICK SIDING ZIP SYSTEM TM WALL SHEATHING WALL FRAM40 r ol L`i4 iI I:7i_CL ILIl, FLASHING FASTENER COUNTER FLASHING BASE FLASHING FLASHNG FASTENER A)HESIVE-BACKED FLASHING TAPE r— ROOF UNDERLAYNENT (FAT) f— ROOF SHEATHING ROOF JOIST FIGURE 4—ROOF-WALL INTERSECTION (OPTION 2) mt-RrAtmSuwuc b= 0= FIGURE 6—TYPICAL WALL -SILL INTERSECTION AND FLASHING DETAILS FOR LAPPED SIDING ESR-1474 I Most Widely Accepted and Trusted Page 6 of 6 Adhesive -Backed Flashing Tape, - I FIGURE 7—INSTALLATION AT PENETRATION OPENING (NON -FIRE -RESISTANCE RATED) FIGURE 8—LABELING FOR THE ZIP SYSTEM SEAM TAPE ROLL IMES Evaluation Report ESR-1474 FBC Supplement* Reissued October 2014 This report is subject to renewal October 2016. wwwJcc-es.orq 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 0616 00—Sheathing DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 25 00—Water-Resistive Barriers/Weather Barriers Section: 07 27 00—Air Barriers REPORT HOLDER: HUBER ENGINEERED WOODS, LLC ONE RESOURCE SQUARE 10925 DAVID TAYLOR DRIVE, SUITE 300 CHARLOTTE, NORTH CAROLINA 28262 800) 933-9220 www.huberwood.com EVALUATION SUBJECT: ZIP SYSTEM® WALL SHEATHING 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that ZIP System Wall Sheathing panels, recognized in ICC-ES master evaluation report ESR-1474, have also been evaluated for compliance with the codes noted below. Applicable code editions: 2014 Florida Building Code —Building 2014 Florida Building Code —Residential 2.0 CONCLUSIONS The ZIP System® Wall Sheathing panels, described in Sections 2.0 through 7.0 of the master evaluation report ESR-1474, comply, with the 2014 Florida Building Code —Building and the 2014 Florida Building Code —Residential, provided the design and installation are in accordance with the International Building Code provisions noted in the master. report. Use of the ZIP System® Wall Sheathing panels for compliance with the High -Velocity Hurricane Zone provisions of the 2014 Florida Building Code —Building and the 2014 Florida Building Code —Residential has not been evaluated, and is outside the scope of this evaluation report. For products falling under Florida Rule 9N-3, verification that the report holder's quality -assurance program is audited by a quality -assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official, when, the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report, reissued October 2014 and revised August 2015. Revised September 2015 ICC-ES Evaluation Reports are not to be construed as representing oestherres• or any other attributes not specifically addressed, nor are they to be wi strued as an endorsement of the subject of the report or a recommendation for as we. There is no warranty by ICC Evaluation Service, LLC;' express or implied, as to any firulmg or other matter to thisreport, or as to any product covered by the report. Copyright 0 2015 Page 7 of 1 ICC-ES Environmental Report VAR-1012 Reissued September 2015 This report is subject to renewal September 2017. www.icc-es.orglep 1 (800) 423-6587 1 (562) 699-0543 DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 0612 00—Structural Panels Section: 0616 00—Sheathing DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 21 00—Thermal Insulation Section: 07 25 00—Water-Resistive Barriers/Weather Barriers Section: 07 27 00—Air Barriers REPORT HOLDER: HUBER ENGINEERED WOODS, LLC 10925 DAVID TAYLOR DRIVE CHARLOTTE, NORTH CAROLINA 28262 800) 933-9220 www.huberwood.com EVALUATION SUBJECT: ADVANTECH® (AT -SERIES) SHEATHING SPAN; ADVANTECH® (AT -SERIES) FLOOR SPAN; ZIP SYSTEM® ROOF SHEATHING; ZIP SYSTEM6 WALL SHEATHING; ZIP SYSTEM® R-SHEATHING (INSULATING SHEATHING) 1.0 EVALUATION SCOPE Compliance with the following evaluation criteria: ICC-ES Environmental Criteria for Determination of Bio- based Material Content (EC102), dated March 2012. ICC-ES Evaluation Guideline for Determination of Source of Recovery, Extraction, Harvest and Manufacture for Materials or Products (EC114), dated March 2012 ICC-ES Environmental Criteria for Determination of Formaldehyde Emissions of Composite Wood and Engineered Wood Products (EC108), dated March 2012. ICC-ES Environmental Criteria for Determination of Certified Wood and Certified Wood Content in Products EC109), dated March 2012. Compliance eligibility with the applicable sections of the following green building rating systems, standards and codes: 2012 Intemational Green Construction Code (IgCC) see Table 2 for details) A Subsidiary of the International Code Council® 2013 California Green Building Standards Code CALGreen), Title 24, Part 11 (see Table 3 for details) National Green Building Standard (ICC 700-2008) see Table 4 for details) National Green Building Standard (ICC 700-2012) see Table 5 for details) LEED for Homes 2008 (see Table 6 for details) LEED v4 for Homes Design and Construction (see Table 7 for details) LEED 2009 for New Construction and Major Renovations (see Table 8 for details) LEED 2009 for Schools New Construction and Major Renovations (see Table 9 for details) LEED v4 for Building Design and Construction (BD+C) See Table 10 for details) ANSI/GBI 01-2010 — Green Building Assessment Protocol for Commercial Buildings (see Table 11 for details) 2.0 USES AdvanTech® (AT -Series) Sheathini Span, AdvanTech® AT -Series) Floor Span, ZIP System Roof Sheathing and ZIP System® Wall Sheathing are used for a variety of interior and exteriorframing and sheathing applications. ZIP System° R-Sheathing panels are used as combination wall sheathing and continuous insulation in conventional wood -framed wall construction. 3.0 DESCRIPTION AdvanTech® (AT -Series) Sheathing Span and AdvanTech® AT -Series) Floor Span wood structural panels are Exposure 1 oriented strand board (OSB) panels manufactured with strands from a single wood species or a combination of wood species blended with an exterior -type adhesive system to comply with U.S. DOC PS-2 and the applicable ICC-ES report as indicated in Table 1. ZIP System® Roof Sheathing and ZIP System® Wall Sheathing wood structural panels are OSB panels with laminated, resin -impregnated, polymer -modified sheet material manufactured to comply with U.S. DOC PS-2 and the applicable ICC-ES reports as indicated in Table 1. The panels are installed with ZIP System self -adhering membrane tape. The tape is outside the scope of this evaluation report. ZIP System® R-Sheathing is an insulated sheathing made by combining 7/16-inch-thick ZIP Systeme Wall ICC-ES Verification of Attributes Report are issued under the ICC-ES VAR Environmental Program 7bese i epons are not to be construed as representing aesthetics of an other attributes not spm!ficalh, addressed, nor are they to be consuved as an endorsement of the subject of the report or a recommendation for its use. There is no iarrano- by IC Evaluation Servicr, LLC. express or implied, as to and finding or othei matter in this report. or as to any product comred by the report. Copyright © 2015 ME Z Page 1 of 6 VAR-1012 I Most Widely Accepted and Trusted Page 2 of 6 Sheathing as described in ESR-1474 with a layer of 5.2 ICC-ES EC114. [Evaluation applies to IgCC Section maximum 1-inch-thick (25.4 mm) rigid foam plastic 505.2.5; CALGreen Section A5.405.1; ICC 700-2008 insulation laminated to the interior face with PVA adhesive. Section 608.1; ICC 700-2012 Sections 609.1, Refer to ESR-3373 for additional product description. 11.609.1 & 12.1(A).609.1; LEED Homes MR 2.2(c); 4.0 CONDITIONS LEED v4 Homes MRc3; LEED NC MR 5; LEED Schools MR 5; LEED v4 BD+C MRc3; ANSI/GBI 01- 4.1 Code Compliance: 2010 Section 10.1.4.1]. AdvanTech® (AT -Series) Sheathing Span, AdvanTech® AT -Series) Floor Span, ZIP System Roof Sheathing, ZIP System Wall Sheathing and ZIP System R-Sheathing have been evaluated for compliance with the requirements of the International Codes as listed in Table 1 of this report. 4.2 Green Rating Systems, Standards and Code Eligibility: The information presented in Tables 2 through 11 of this report provides a matrix of areas of evaluation and corresponding limitations and/or additional project -specific requirements, and offer benefit to individuals who are assessing eligibility for credits or points. The final interpretation of the specific requirements of the respective green building rating system, standard and/or code rests with the developer of that specific rating system or standard or the Authority Having Jurisdiction, as applicable. Compliance with items noted as "Verified Attribute" is subject to any conditions noted in the tables. Decisions on compliance with those items noted as 'Eligible for Points" in Tables 2 through 11 rests with the user of this report, and those items are subject to the conditions noted. The user is advised of the project -specific provisions that may be contingent upon meeting specific conditions, and the verification of those conditions is outside the scope of this report. Rating systems- or standards often provide supplemental information as guidance. 5.0 BASIS OF EVALUATION The information in this report, including the "Verified Attribute," is based upon the following supporting documentation: 5.1 ICC-ES EC102 [Evaluation applies, to IgCC Section 505.2.4; CALGreen Sections A4.405.4 & A5.405.2; ICC 700-2008 Section 606.1(2); ICC 700-2012 Sections 606.1, 11.606.1 & 12.1(A).606.1; ANSI/GBI 01-2010 Section 10.1.2.2]. 5.3 ICC-ES EC108 [Evaluation applies to IgCC Section 806.1; ICC 700-2008 Section 901.4(6); ICC 700-2012 Sections 901.4(6) & 11.901.4(6); LEED NC EQ 4.4; LEED Schools EQ 4.4; LEED v4 BD+C EQc2]. 5.4 ICC-ES EC109 [Evaluation applies to ICC 700-2008 Section 606.2; ICC 700-2012 Sections 606.2(2), 11.606.2(2) & 12.1(A).606.2; ANSI/GBI 01-2010 Section 10.3.2.1]. 5.5 Documentation establishing and documenting all major sources of primary manufacturing energy Evaluation applies to ICC 700-2008 Section 606.3; ICC 700-2012 Sections 606.3 & 11.606.3]. 5.6 ICC-ES ESR-1474 documenting that ZIP System Wall Sheathing is equivalent to a code -prescribed water - resistive barrier [Evaluation applies to CALGreen Section 5.407.1; ICC 700-2008 Section 602.9; ICC 706-2012 Section 602.1.81._ 5.7 Refer to ICC-ES ESR-1474 for evaluation of the ZIP System Wall Sheathing as an air barrier assembly Evaluation applies to IgCC Section 605.1.2.1.1; ICC 700-2008 Section 703.2.1; ICC 700-2012 Sections 701.4.3.2, 11101.4.3.2 & 12.1.701.4.3.1; LEED Homes EA 3; LEED v4 Homes EAc7]. 6.0 IDENTIFICATION AdvanTech° (AT -Series) Sheathing Span, AdvanTech® AT -Series) Floor Span, ZIP System Roof Sheathing, ZIP System® Wall Sheathing and ZIP System® R-Sheathing products are identified with a stamp noting the manufacturer's name (Huber Engineered Woods, LLC) and address, the product name the manufacturing location, the ICC-ES evaluation report number (if applicable), and the name or logo of the inspection or grading agency. The report subjects are also identified on the product and/or packaging with the VAR Environmental Report number VAR-1012) and the ICC-ES SAVE Mark, as applicable. TABLE 1—REFERENCE STANDARD OR EVALUATION REPORT NUMBER FOR HUBER ENGINEERED WOODS LLC PRODUCTS PRODUCT REPORT NUMBER/ REFERENCE STANDARD AdvanTech° (AT -Series) Sheathing Span ESR-1785 AdvanTech" (AT -Series) Floor Span ZIP System" Roof Sheathing ESR-1473 & ESR-2227 ZIP System Wall Sheathing ESR-1474 & ESR-2227 ZIP System° R-Sheathing ESR-3373 VAR-1012 I Most Widely Accepted and Trusted Page 3 of 6 TABLES 2 THROUGH 11 Section Possible AdvanTech AdvanTech ZIP System ZIP System ZIP System Number Section Intent Points Conditions of Use to quality Sheathing Flooring Roof Well R-Sheathing Sheathing Sheathing TABLE 2—SUMMARY OF AREAS OF ELEGIBILITY WITH 2O12 INTERNATIONAL GREEN CONSTRUCTION CODE 505.24 Blo-based products N/A All Huber wood products are qualified as bio-based. 0 0 0 05 Products shall be recovered, harvested, extracted d manufactured within a 500 mile 800 km) radius of the building site Where only a portion of a material or product Is recovered, harvested, extracted R manufactured within 500 miles (800 km), only, 50525 Indigenous materials NIA that portion shall be included Where resources are transported by water or rail, the O O O O distance to the building site shall be determined by multiplying the distance that the resources are transported by water or rail by 0,25, 6 adding that number, to the distance transported by means other than water or ralf 605.121.1 Ali, barrier Installation NIA Install the system in accordance with the manufacturers Installation instructions a ICC-ES evaluation report ESR-1474. 806.1 Formaldehyde emissions NIA Huber wood structural panels comply with US DOC PS 2 (See Table 1 of this report ps and are exempt from formaldehyde emissions testing. TABLE 3—SUMMARY OF AREAS OF ELEGIBILITY WITH 2O13 CALIFORNIA GREEN BUILDING STANDARDS CODE Verify local products that are extracted, processed and manufactured withinA5.405.1 Regional materials Elective California or 500 miles 805 km of the job site O O O O A4.405 2A54052 Blo-based materials All Huber wood products are qualified as bio-based. O5 A4.405.4(3) A4 405 4(5) Renewable sources Materials from renewable sources (such as engineered wood). 0 0 05 A5 405.2.1 Certified Wood Under review by California Building Standards Commision3 NIA N/A NIA N/A NIA 5,407.1 Water-resistant exterior wall assembly Huber products provide a water-resistant exterior wall envelope. O O Mandatory 4504.5 5,504.45 Composite wood product emissions EW P products do not apply to the composite wood product definlllon TABLE 4—SUMMARY OF AREAS OF ELEGIBILITY WITH THE NATIONAL GREEN BUILDING STANDARD (ICC 700-2008) 602.9 Water -resistive barrier Mandatory Install a water-resisilve barrier and/or drainage plan system behind exterior veneer and/or siding Two types of biobased materials are used, each for To earn 6 points products must be at least 1% of the construction materiel cost AN 606 1(2) more than 1 % of the project's projected building 6 another bio-based product at 1 % of material cost must be used. 1 or 3 points are 0 O 0 ps material cost available for greater than 0.5% Two certified wood -based products are used for To earn 3 points a second certified wood product must also be used as a minor6062(1) minor elements of the building, such as all wells, 3 t element. ps floors or roof Two certified wood -based products are used for To earn 4 points a second certified wood product must also be used as a major606.2(2) major elements of the building, such as all wells, 4 element. 0 0 0 ps Boors or roof Materials are used for major components of the building that are manufactured using a minimum of 2 each To earn 8 points the products must be used for at least 3 major components of the606.3 33 /. of primary manufacturing process energy 6 max building. 2 points may be earned when used for each major component. 0 ps derived from renewable sources, combustible waste sources, or renewable energy credits O = Eligible for points Verified attribute This provision does not apply to this product Note. Footnotes are located after Table 11 VAR-1012 I Most Widely Accepted and Trusted Page 4 of 6 TABLES 2 THROUGH 11 (Continued) Section Section Intent Possible Conditions of Use to Quality AdvanTach AdvanTech ZIP System Roof ZIP System Wall ZIP System Number Points Sheathing Flooring Sheathing Sheathing R-Sheathing TABLE 4—SUMMARY OF AREAS OF ELEGIBILITY WITH THE NATIONAL GREEN BUILDING STANDARD (ICC 700-2008) (Continued) 2 each To earn 2 points verify low" products are originated, produced, grow naturally of 6081 Indigenous materials 10 max occur natural/ within 500 miles 805 km of lob site O O O O Insulation and air, sealing is installed in accordance with all the following, as 703.21 Insulation and air sealing 3 applicable: 0 0 15 max 1) thlyd-party verification performed 15 pts, 2) no third -parry verification performed 3 pis Structural plywood, used for floor, wall, and/or roof sheathing complies with DOC PS 1 and/or DOC PS 2. OSB used for floor, wall, and/or roof sheathing To meet this a minimum of 85% of OSB or plywood in the building must consist of 901.4(1) complies with DOC PS 2 Panels are made with Mandatory Huber productsmoisture -resistant adhesives and the trademark indicates the adhesives are Exposure 1 or Exterior plywood) and Exposure 1 (OSB) 901 4(6) Non -emitting products, which can include structural 4 A minimum or 85% of product in the bustling are the identified Huber products 05 wood framing TABLE 5—SUMMARY OF AREAS OF ELEGIBILITY WITH,THE NATIONAL GREEN BUILDING STANDARD (ICC 700-2012) 602.18 Water -resistive barrier Mandatory Install a water-resisitve barrier and/or drainage plan system behind exterior veneer and/or siding 606 1(2) Two types of blobased materials are used, each for To earn 6 points products must be at least 1% of the construction material cost AN 11.606.1(b) more than 1 % of the project's projected building 6 another blobased product at 1 % of material cost must be used. 1 or 3 points are 05 12 1 A 606 1 material cost available for greater than 0.5%. 606.2(1) Two certified wood -based products are used for To earn 3 points a second certified wood product must also be used as a minor116062(1) minor elements of the building, such asall trim, 3 r 12.1 A 606.1 cabinet , or millwork element Os 606 2(2) Two certified woad -based products are used for To earn 4 points a second certified wood product must also be used as a major 11.606.2(2) major elements of the building, such as all walls, 4 05 12 i A 606 2 floors or roof element. Materials are used for major components of the 606 3 building are manufactured using a minimum of 33% 2 each To earn 6 points the products must be used for at least 3 major components of the 11.6063 of primary manufacturing process energy derived 6 max building 2 points may be earned when used for each major component. 06 from renewable sources, combustible waste sources, or renewable energy credits To earn 2 points verify material Is produced, grows naturally, or occurs naturally within 500 miles (805 km) of the job site if transported by truck or 1500 miles (2414 2 each km) If transported for at least 80% of the total distance by rail or water. Products the 609.1 Regional materials 10 max are assembled or produced from multiple raw materials qualify if the weighted 0 O 0 0 average (by weight or volume) of the distance the raw materials have been transported meet the distance critedee 701.4.3 2 Insulation and air sealing is installed in accordance with all the following, as 11.701.4.3.2 Insulation and air sealing 3 15 max applicable: 1) third -party verification performed 15 pts, 0 0 12.1.701.4.3.1 2) no third -party verification performed 3 pts Structural plywood used for floor, wall, and/or roof sheathing complies with DOC PS 1 and/or DOC PS 901.4(1) 2 OSS used for floor, wall, and/or roof sheathing To meet this a minimum of 85% of OSB or plywood in the building must consist of11.901.4(1) complies with DOC PS 2. Panels are made with Mandatory Huber products. 12.1.901.4(1) moisture -resistant adhesives 6 the trademark Indicates the adhesives are Exposure 1 or Exterior plywood) 6 Exposure 1 (OSB) 901 4(6) Non -emitting products, which can include structural 4 A minimum of 85% of product in the building are the Identified Huber products. Os 11.901.4(6) wood framing O Eligible for points Verified attribute This provision does not apply to this product Note, Footnotes are located after Table 11 VAR-1012 I Most Widely Accepted and Trusted Page 5 of 6 TABLES 2 THROUGH 11 (Continued) Section Possible AdvanTech AdvanTech ZIP System ZIP System ZIP System Number Section Intent Pointe Conditions of Use to Qualify for Paints Sheathing Flooring Roof Wall R-Sheathing Sheathing Sheathing TABLE 6—SUMMARY OF AREAS OF ELEGIBILITY WITH USGBC'S LEED FOR HOMES 2008 EA 3 Air Infiltration 3 max To earn 2 or 3 points meet the air leakage requirements shown O OInTable17ofthecredit, as applicable MR 2.1 FSC certified tropical wood 0 5 each To earn 0 5 pointPo Per component use FSC-certified tropical wood? 2 2 2 2 2 8 max To earn points use products that are extracted, processed and manufactured within MR 2.2(c) Environmentally preferable products for roof, wall 6EnvirEnvir 0.5 each max 500 miles (805 km) of the site for a minimum of 90% (by weight or volume of the O O O Ointeriorexteriorframing6sheathingfloorscomponent TABLE 7—SUMMARY OF AREAS OF ELEGIBILITY WITH USGBC'S LEED v4 HOMES EAc7 Air Infiltration 2 max To earn 1 or 2 points based on air leakage rates determined by testing and O O verification. MR FSC certified tropical wood Prerequesite All wood must be nontropical or certified by FSC or USGBC-approved equivelene 2 2 2 2 2 pt on o earn points use framing that Is extracted, processed and manu ac urec within 100 miles (160 km) of the site for a minimum of 50% (by weight or volume) of O O O O MRc3 Environmentally preferable products for roof, wall 6 0.5 each the e floors: interior & exterior framing d sheathing 8 max Option 2 Use wood products certified by FSC or USGBC-approved equivalent! 2 2 2 2 02 EQc2 Low emitting materials 1 To earn 1 point use wood composite products contaniN no -added urea- 05formaldehyderesins TABLE 8—SUMMARY OF AREAS OF ELEGIBILITY WITH USGBC'S LEED 2009 FOR NEW CONSTRUCTION AND MAJOR RENOVATION MR 5 1 Regional materiels (10% of content) 1 To earn 1 point use products that are extracted, processed and manufactured within O O O O 500 miles (805 km) of the site for a minimum of 10% (by cost) of total materials O O O OMR52Regionalmateriels (20% of content) 2 value To earn 2 points use a minimum of 20%* To earn 1 point use a minimum 50% (based on cost) of wood -based 2 2 2 2 2MR7Certifiedwood1 materials/products certified to FSC re uirement32 EQ 4 4 Low emitting materiels 1 To earn 1 point use wood composite wood products containing no -added urea- 05formaldehyderesins TABLE 9—SUMMARY OF AREAS OF ELEGIBILITY WITH USGBC'S LEED 2009 FOR SCHOOLS NEW CONSTRUCTION AND MAJOR RENOVATION MR 5.1 Regional materials (10% of content) 1 To earn 1 point use products that are extracted, processed and manufactured within O O O O 500 miles (805 km) of the site for a minimum of 10% (by cost) of total materials O O O OMR52Regionalmaterials (20% of content) 2 value. To earn 2 points use a minimum of 20%6 MR 7 Certified wood 1 To earn 1 point use a minimum 50% (based on cost) of wood -based 2 2 2 2 z materials/products certifiedit : EQ 4 4 Low emitting materials 1 To earn 1 point use wood composite wood products containing no -added urea- O5 formaldehyde resins. TABLE 10—SUMMARY OF AREAS OF ELEGIBILITY WITH USGBC'S LEED v4 BUILDING DESIGN AND CONSTRUCTION (BD+C) MRc3 Sourcing of raw materials - certification of new wood 1 Option 2. Use woad -based mafedals/products certified by FSC or USGBC-approved 2 2 2 2 products a uivalent2 02 Products meeting the requirements of MRc3 Option 2 may be eligible for additional MRc3 Sourcing of raw materials - source location N/A credit based on source location (extraction, manufacture and purchase point) based 6 e e e ronlocationrelativetoprojectsltEAll IEQc2.2 Low emitting materials N/A EWP and lumber products do not apply to the composite wood product deflnitioA O Eligible for points Verified attribute This provision does not apply to this product Note: Footnotes are located after Table 11. VAR-1012 I Most Widely Accepted and Trusted Page 6 of 6 TABLES 2 THROUGH 11 (Continued) Section Possible AdvanTech AdvanTech ZIP System ZIP System ZIP System Number Section Intent Points Conditions of Use to qualify for Points Sheathing Flooring Roof Wall R-Sheathing Sheathing Sheathing TABLE 11—SUMMARY OF AREAS OF ELEGIBILITY WITH ANSI/GBI 01-2010 —GREEN BUILDING ASSESSMENT PROTOCOL FOR COMMERCIAL BUILDINGS 10.1 2.2 Biobased Products - building assemblies 7 max All Huber wood products are qualified as biobased 0 0 05 To earn credits use products that are extracted, processed and manufactured within 10.1.4.1 Regional Materials - building assemblies 5 max 500 miles (805 km) of the site for a minimum of 90% (by weight or volume of the O O O O component! 10.3.2.1 Certified wood 6 max Between 10 % and 60% or,more of wood -based products used in the building are Os third party certified. O Eligible for points Verified attribute This provision does not apply to this product Footnotes: Certification is required of the manufacturer only. Vendor Chain of Custody is not required to qualify for this point. Forest certification credit for LEED 2009 resources FSC exclusively and for LEED v4 resources either FSC or USGBC-approved equivalent. Contact USGBC fora list of approved equivalent programs. CGBSC recognizes Importance of use of certified forest products however the specific requirements are currently under development. This area Is not be confused with the provisions of EO 4.4 In LEED (Table 4) because the California Air Resources Board (CARE) does not regulate engineered wood product emisslons Eligibility, applies only to the wood -based sheathing portion of the panel Regional material calculations based on protect location provided by Huber upon request N/A = Not applicable IMES Evaluation Report ESR-1474* www.icc-es.org 1 (800) 423-6587 1 (562) 699-0543 DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 16 00—Sheathing DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 25 00—Water-resistive BarrierslWeather Barriers Section: 07 27 00—Air Barriers REPORT HOLDER: HUBER ENGINEERED WOODS, LLC ONE RESOURCE SQUARE 10925 DAVID TAYLOR DRIVE, SUITE 300 CHARLOTTE, NORTH CAROLINA 28262 800) 933.9220 www.huberwood.com EVALUATION SUBJECT: ZIP SYSTEM" WALL SHEATHING 1.0 EVALUATION SCOPE Compliance with the following codes: 2012 and 2009 International Building Code° (IBC) 2012 and 2009 International Residential Code® (IRC) 2012 and 2009 International Energy Conservation Code° (IECC) Properties evaluated: Weather resistance Air leakage 2.0 USES ZIP System? Wall Sheathing panels are used as combination wall sheathing, air barrier, and water -resistive barrier. This report recognizes the use of ZIP System Sheathing, when installed with ZIP System"' flexible flashing seam tape, in walls of Type V construction (IBC) and dwellings under the IRC, and as an alternate to the water -resistive barrier required in Chapter 14 of the IBC and Chapter 7 of the IRC, and to the air barrier required by Sections R402.4 and C402.4.1 of the 2012 IECC, or Sections 402.4.1 and 502.4.3 of the 2009 IECC. 3.0 DESCRIPTION 3.1 Sheathing Panel: The ZIP System® Wall Sheathing panel is an OSB wood structural panel having a laminated exterior facer. The Reissued September 1, 2012 This report is subject to renewal October 1, 2014. A Subsidiary of the International Code Council® Exposure 1 OSB complies with US DOC PS 2 for wood structural panels. The exterior facer Is a medium -density, phenolic -impregnated, polymer -modified sheet material qualifying as a Grade D water -resistive barrier in accordance with the ICC-ES Acceptance Criteria for Water -resistive Barriers (AC38). The panels are nominally 4 feet wide by 8, 9, 10, 11 or 12 feet long and have a square -finished -edge or machined -edge profile. When tested in accordance with ASTM E96 (water method), the polymer -modified sheet overlay has a minimum vapor permeance of 12 perms (68.6 X 10'" kg/(Pa-s-mZ). Equivalent Water Vapor Transmission rate (WVT) of the polymer -modified sheet overlay is 83.4 g/(24h-mx) when tested at 73.4'F (23'C). The water -resistive barrier, and air barrier properties of the ZIP System? Wall Sheathing Panels are not affected when the panels are manufactured to comply as facing materials for SIPs in accordance with Section R613.3.2 and Table R613.3.2 of the 2009 IRC. 3.2 Seam Tape: The ZIP System"' seam tape is a self -adhering membrane tape consisting of acrylic adhesive laminated to a polyolefin backing. The tape is 0.012 inch (0.30 mm) thick with a minimum width of 3 /4 inches (95.2 mm), and comes in rolls of various lengths. 4.0 INSTALLATION 4.1 General: Installation of ZIP System° Wall Sheathing panels must comply with the applicable code, this report and the manufacturer's published installation instructions. The manufacturer's published installation instructions must be available at the jobsite during installation. 4.2 Application: 4.2.1 General: The ZiP System° Wall Sheathing panels must be attached to wall framing in accordance with the applicable code for wood structural panels, and in compliance with their panel span rating. The panels must be installed with the polymer -modified sheet overlay facing the exterior. In accordance with the manufacturer's published installation instructions, it is recommended that the square edges of the panels be Installed with a gap between adjacent panels and separating the panels from dissimilar materials. All ZIP System Wall Sheathing panel seams must be sufficiently sealed with ZIP System seam tape. All overlay surfaces must be dry and free of sawdust and dirt prior to application of the ZIP System' seam tape. The ZIP System7m seam tape must extend a minimum of Revised October 2013 ICC-ES Etnhin0on Reports are not to be construed as representing aesthetics or any other ntMbutcs not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommeadarlon for its use. there is no unrraaty by ICC Esnhavion Senice, LLC, express or Implied, as ['_ to nay finding or other nmtter in this report, or as to anyprodurt covered by the report Copyright 0 2013 Pape 1 of 6 ESR-1474 j Most Widely Accepted and Trusted Page 2 of 6 1 inch (25.4 mm) past the panel edge T-joint intersections and must be centered within 1/2 inch (12.7 mm) over the middle of panel seams. The tape must be pressed firmly to adhere to the surfaces and seal the seams. Wrinkles in the ZIP SystemTM' seam tape are acceptable unless they create a leak path to the panel seam. 4.2.2 Flashing: Flashing complying with the applicable code must be installed at the perimeter of door and window assemblies, penetrations and terminations of exterior wall assemblies, exterior wall intersections with roofs, chimneys, porches, decks, balconies, and similar projections, and at built-in gutters and similar locations where moisture could enter the wall. An adhesive -backed flashing tape recognized In a current ICC-ES evaluation report must be installed to seal all ZIP System® Wall Sheathing flashing joints. Penetration Items must be sealed to the panels. The adhesive -backed flashing tape must comply with the ICC-ES Acceptance Criteria for Flashing Materials (AC148) and must be installed in accordance with the manufacturer's published installation Instructions. See Figures 1 through 7 of this report for typical flashing, water -resistive barrier and air barrier assembly installation details. 4.2.3 Air Barrier Assembly: ZIP System° Wall Sheathing fastened to maximum 24-inch-on-center 610 mm), wood wall framing, using 6d nails spaced at 6 inches (152 mm) around panel edges and at 12 inches 305 mm) in the field, leaving a lls-inch (3.18 mm) gap between panels, forms an air barrier assembly when the gaps between panels and the perimeter of penetrations are sealed with ZIP SystemTM seam tape as required by Section 4.2.1. The assembly has demonstrated a maximum air leakage of 0.0072 cfml(t2 (0.037 U(s-m2)] infiltration and 0.0023 cfrNft2 [0.012 U(s•m )] exfiltration at a pressure differential of 1.57 psf (75 Pa). 5.0 CONDITIONS OF USE The ZIP System® Wall Sheathing panel described in this report complies with, or is a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 This evaluation report and the manufacturer's published installation instructions, when required by the code official, must be submitted at the time of permit application. 5.2 The ZIP System? Wall Sheathing panels must be manufactured, Identified and installed in accordance with this report and the manufacturer's published installation instructions. In the event of'a conflict between the instructions and this report, this report must govern. 5.3 The ZIP System® Wall Sheathing panels must be covered with a code -complying exterior wall covering, or one that is recognized in a current ICC-ES evaluation report. 5.4 The OSB sheathing must comply with US DOG PS-2. 5.5 Fire -resistance -rated construction is outside the scope of this report, 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC-ES Acceptance Criteria for Water -resistive Membranes Factory - bonded to Wood -based Structural Sheathing, Used as Water -resistive Barriers (AC310), dated May 2008 editorially revised June 2013). 6.2 Air leakage data in accordance with ASTM E2357. 7.0 IDENTIFICATION Each ZIP System° Wall Sheathing panel described In this report must bear a label that includes the manufacturer's name (Huber Engineered Woods LLC), the product name, nominal panel thickness, the evaluation report number ESR-1474), and the words "Mill 229, Crystal Hill, Virginia"; Mill 228, Easton, Maine"; "Mill 227, Commerce, Georgia"; or "Mill 290, Broken Bow, Oklahoma." The OSB sheathing must also bear a label demonstrating compliance with US DOC PS 2 from an approved inspection agency. The ZIP SystemTM seam tape roll must be labeled with the ZIP System Wall logo and the evaluation report number ESR-1474 (see Figure 8). ESR-1474 I Most Widely Accepted and Trusted Page 3 of 6 LOX-PRCZLFt( COLILRE-N ML MAU OR 1L DOX G11 CALUMICECOLUMDIO eY RASKNOkAdFRCNRER AOUES.T-9%010 FLADW10 IAPE ROUCN NAVi4C aP sS w* WALL ', 71EAMnC SILL SECTION JAMB SECTION HEADER SECTION FIGURE 1—TYPICAL CROSS SECTIONS OF FLANGED WINDOW ESR-1474 I Most Widely Accepted and Trusted SILL SECTION HEADER SECTION NiNDOw JAMB ZIP S)STE 1' WALL SHEATHING ADFiESILT:-BACXEO BASHING TAPE OUTSIDE CAULX If ROUGH OF04:170 I N SIOE LOh'-PfE59URE POLWRETHANE FOAM JAMB SECTION FIGURE 2—TYPICAL CROSS SECTIONS OF INSTALLED BRICK MOLD WINDOW Page 4 of 6 ESR-1474 I Most Widely Accepted and Trusted Page 5 of 6 ZIP SYSTEM TPA WALL SHEATHING WALL FRAMING ADHESIVE -BACKED FLASHING TAPE METAL FLASHING FLASHING FASTENER ADHESWBACKED FLASHING TAPE ROOF UNDERLAYMENT (FELT) ROOF SHEATHING ROOF JOIST FIGURE 3—ROOF-WALL. INTERSECTION (OPTION 1) r I fif'ri fit}` fiti'' Ii'r, I ii- Um f Zi i L .I I II `I II p 0 1, l r.tFFFI G .o ZIP SYSTEMTAI WALL SHEATHING WALLFRAIANG ADHESIVE - BACKED FLASHING TAPE FLASHING FASTENER COUNTER FLASHING BASE FLASHING FLASHING FASTENER ADHESIVE - BACKED FLASHING TAPE ROOF UNDERLAYAENT (FELT) ROOF SHEATHING ROOF JOIST FIGURE 4—ROOF-WALL INTERSECTION (OPTION 2) do FIGURE 5—TYPICAL WALL -SILL INTERSECTION FIGURE 6—TYPICAL WALL -SILL INTERSECTION AND FLASHING DETAILS FOR BRICK SIDING AND FLASHING DETAILS FOR LAPPED SIDING ESR-1474 I Most Widely Accepted and Trusted Page 6 of 6 Adhesive -Backed Flashing Tape J FIGURE 7—INSTALLATION AT PENETRATION OPENING (NON -FIRE -RESISTANCE RATED) FIGURE 8—LABELING FOR THE ZIP SYSTEM SEAM TAPE ROLL IMES Evaluation Report ESR-1474 FBC Supplement* Reissued September 1, 2012 This report is subject to renewal October 1, 2014. www.lcc-es.orq 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 06 00 00—WOOD, PLASTICS AND COMPOSITES Section: 06 16 00—Sheathing DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 25 00—Water-Resistive BarrlerslWeather Barriers Section: 07 27 00—Air Barriers REPORT HOLDER: HUBER ENGINEERED WOODS, LLC ONE RESOURCE SQUARE 10925 DAVID TAYLOR DRIVE, SUITE 300 CHARLOTTE, NORTH CAROLINA 28262 800) 933-9220 www.huberwood.com EVALUATION SUBJECT: ZIP SYSTEM" WALL SHEATHING 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that ZIP System° Wall Sheathing panels, recognized in CC -ES master evaluation report ESR-1474, have also been evaluated for compliance with the codes noted below. Applicable code editions: 2010 Florida Building Code —Building 2010 Florida Building Code —Residential 2.0 CONCLUSIONS The ZIP System® Wall Sheathing panels, described in Sections 2.0 through 7.0 of the master evaluation report ESR-1474, comply with the 2010 Florida Building Code —Building and the 2010 Florida Building Code —Residential, provided the design and installation are in accordance with the International Building Code® provisions noted in the master report. Use of the ZIP Syslemm Wall Sheathing panels for compliance with the High -Velocity Hurricane Zone provisions of the 2010 Florida Building Code —Building and the 2010 Florida Building Code —Residential has not been evaluated, and is outside the scope of this evaluation report. For products falling under Florida Rule 9N-3, verification that the report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the master report reissued September 1, 2012, revised October 2013. Revised October 2013 IMFS Frahmrion Reports are not to be construed as representing aesthetics or airy other attributes nor specifically addressed, nor are they to be consrnted as air endorsement ofthe subject of ihr report or a recommendation for Its use. Thcre is no t+nrraatp b)• ICC Erahtatian Sen•ice, LLC cypress or implied, as itoanyfindingorocherrnarterinthisreport, or as to onyproihtct covered by the report. tn w Copyright ® 2013 Page 1 or 1 ZIP System" Roof & Wall Sheathing INSTALLATION MANUAL Contents 02 ZIP System"' Sheathing Installation On Roofs 03 ZIP System'" Tape Installation - Roof Panel Seams 04 ZIP System" Tape Installation - Roof Panel Seams (continued) 05 Roof Covering Installation Instructions 06 ZIP System" Roof & Wall Sheathing Installation 07 ZIP System" Tape Installation - Panel Seams ATTENTION: This installation guide is intended to provide general information for the designer and end user. The following guidelines will help you safely and properly install the ZIP System° Roof & Wall wall sheathing. We urge you, and anyone installing this product, to read these guidelines in order to minimize any risk of safety hazards and to prevent voiding any applicable warranties. This manual is a general installation guide and does not cover every installation condition. Proper installation shall be deemed to mean the most restrictive requirement specified by Huber Engineered Woods (HEW), local building code, engineer or architect of record or other authority having jurisdiction. You are fully and solely responsible for all safety requirements and code compliance. For additional information contact Huber Engineered Woods LLC. ZIP System• Roof & Wall Sheathing Safety Guidelines Follow all OSHA regulations and any other safety guidelines and safety practices during installation and construction. Use approved safety belts and/or ha messes or other fall protection equipment. Install ZIP System panels and tape only in dry conditions and on dry surfaces. Do not install in rain, snow, frost or other slippery conditions. Wear rubber -soled or other high -traction footwear while installing ZIP System sheathing in a roof application. Do not wear footwear with wom soles or heels. Ensure the roofing surface is free from oil, chemicals, sawdust. dirt, tools, electric cords, air hoses, clothing and anything else that might create a topping hazard. Install temporary toe boards along the ZIP System sheathing roof surface. What Is ZIP System` Roof & Wall Sheathing? ZIP System Roof & Wall sheathing is code -recognized as a wood structural panel, roofing undedayment (ICC-ES ESR-1473), water -resistive barrier and air barrier (ICC-ES ESR-1474). ZIP System Roof & Wall sheathing has a built-in moisture barrier that lets you say good-bye to building paper or housewrap on the walls and felt paper on the roof.' Simply install the panels, tape the seams, and you have a structural wall sheathing, water - resistive barrier and air barrier or a structural roof sheathing and roofing undertayment all from one product. IAPSysterri IV ROOF A WALL SHEATHING FASTER. TIGHTER. ENERGY EFFICIENT. 08 ZIP System' Roof & Wall Sheathing - Window Installation Flanged Windows & Brick Mould Windows 09 ZIP System® Roof & Wall Sheathing - Window Installation Brick Mould Windows (continued) 10 ZIP System" Roof & Wall Sheathing - Penetration Openings 11 ZIP System" Roof & Wall Sheathing Installation Details 12 ZIP System' Roof & Wall Sheathing Installation Details (continued) ZIP System Roof & Wall sheathing can be used with a range of exterior claddings and roof coverings. Approved wall coverings include brick, vinyl, stone, wood fiber cement, wood and cedar shakes, traditional hard coat stucco and specified drainable EIFS applications, however it is not recommended for use with adhesively attached EIFS. Approved roof coverings include asphalt -fiberglass shingles, metal tiles and panels, clay and concrete tiles, slate and slate -type shingles and wood shakes and shingles. Follow all cladding and roof covering manufacturer's installation instructions. ZIP System Roof & Wall sheathing can be used on buildings of Type III (Roof Applications ONLY) and Type V construction and construction permitted under the IRC. ZIP Systems Roof & Wall Sheathing Includes: ZIP System sheathing panels with built-in moisture barrier with preprinted fastening and tape guides ZIP System tape Storage and Handling Set panel stack on three supports (stickers) to keep off the ground. Outdoors, cover panels loosely with waterproof protective material. Anchor covers on top of the stack, but keep away from sides and bottom to assure good air circulation. In high moisture environments, cut banding on the panel stack to prevent edge damage. ZIP Systems Roof & Wall Sheathing Notes and Limitations: Do not use on roofs with slopes less than 2/12. Do not use abutted against general stone or masonry without providing a minimum of a 1/2' gap. Do not install ZIP System tape in temperatures less than 20° F ZIP System products are not recommended for manufactured housing applications that are built under a federal building code administered by the U.S. Department of Housing and Urban Development (HUD). Do not use panel edge clips (H-Clips) with ZIP System Roof & Wall sheathing without expressed written approval from Huber Engineered Woods." Do not use ZIP System tape to permanently seal around circular roof projections (plumbing vents, pipes, curved walls, etc.) ZIP System° Roof & Wall Sheathing INSTALLATION MANUAL Sales Office: 10925 David Taylor Dr., Suite 300 Phone:800-933-9220 zipsystem.com C)20e18r.ra EnginwrodWoocsLL^,.Adam&and Tin W.xlGonc atlonofWalls are roonterec rarkmierksot Charlotte. NC 28262 Fax: 704-547-9228 Hoix tn neereLi'Jt L19s J._J. W tiystein, eie a corrpanyjny dlW h' Siernde d - 1c.3 gn : cgtanier a e tradenlatiq . I e.tv, C' ,.i.. _: r, i S","d, . , I lu,.c '.; y rr"ry ,In.J - alma, N JAA I huh.' „ary±;illon. HU©313.12tiD tJIIDC ENGINEERED ff UD[ WOODS Contents (continued) Wall Coverings ZIP System Roof & Wall sheathing should be covered with the finished roof covering or exterior cladding within 180 days of installation. Finished roof and exterior cladding products should be installed per the manufacturer's installation Instructions. Per the recommendation of the Western Red Cedar Lumber Association and the U.S. Forest Products Laboratory, wood siding should be primed before installation. When original roofing or claddings are removed and replaced on existing ZIP System sheathing, the roof or wall should be covered with an additional roofing underlayment or water resistive barrier prior to Installation of the new finished roofing or cladding. Note: In cladding systems requiring multiple layers of water -resistive barriers, like traditional hard -coat stucco, ZIP System sheathing is intended only to replace the first layer. Wet Blown Cellulose Insulation In addition to following manufacturer installation Instructions, we recommend a maximum moisture content of the cellulose of less than 25% measured at the Inside surface of the ZIP System panel before closing the wall cavity. Secondary Coatings Do not apply secondary coatings or treatments to ZIP System Roof & Wall sheathing panels with the exception of the following: HEW approved fire resistant coatings. Fire resistant coatings must be tested and approved by HEW for use with ZIP System panels. Field applied water-soluble borate insecticide or fungicide treatments applied to the non overlay side of the panel. See technical tip, "Termite Treatments on ZIP System Roof & Wall Sheathing," on zipsystem.com for more information. Permeable laminated radiant barrier foil or paint. For a radiant barrier foil or coating to be considered permeable, it must have an applied permeance of five penes or greater as tested by the ASTM E 96 wet cup standard. For a radiant foil, the permeance evaluation would include any adhesive and/or backer used to laminate a foil. For a radiant paint/coating, the permeance evaluation should be conducted at the applied thickness of the paint/coating. ZIP System Roof and Wall sheathing replaces only the first layer in multi-undedayment systems Edge support is not required by code with 112 (32/16 span rated) and 5/8 (40/20 span rated) performance category sheathing if the framing does not exceed 24' o.c. and the total load does not exceed 93 psf for 1/2 and 156 psi for 5/8 performance categories. This is based on U180 deflection criteria for total load. ZIP System' Roof & Wall Sheathing Installation Manual W ZIP System® Sheathing Installation on Roofs Overview: ZIP System Roof & Wall sheathing is composed of ZIP System panels and ZIP System seam sealing tape. ZIP Systems Roof & Wall Sheathing panels should be fully installed before the seam sealing tape is applied. In general, the ZIP System roof sheathing panels should be installed from the lowest point on the roof to the highest. It is at the discretion of the installer whether to apply tape from the top down or from the bottom up. However, working from the highest sections of the roof and working down will minimize foot traffic on the tape. The following installation steps are presented as guidelines and a general outline of the installation process. These are manufacturer installation recommendations —please visit zipsystem.com for a library of flashing and installation details. You are fully and solely responsible for all safety requirements. Good construction and safety practices should be followed at all times. Step 1. Ensure that the panel surface is dry and clean of any nails, sawdust, or other debris or protrusions prior to installing or walking on the panels. After ensuring compliance with all OSHA and local code safety guidelines, install ZIP System sheathing panels with the moisture barrier surface facing outside. The long edge (8) should be oriented perpendicular to the framing members, and panels should be installed with the 4' edge seams staggered a minimum of 24". 1/8" spacing between square edges of all adjacent panels is recommended, in accordance with industry standards for wood sheathing. (Tongue & Groove panels are designed to self -space and do not require manual spacing on the 8' edges.) Step 2. Ensure that ZIP System panels span at least three framing members and a framing member supports the entire 4' edge of the panels. Fasten the ZIP System Roof & Wall sheathing panel to the framing members with code approved fasteners spaced at the appropriate edge and intermediate spacing. It is the responsibility of the general contractor to verity proper fastener type and spacing prior to installation. Apply the fasteners 3/8" from the panel ends and comers. An ideal installation would be where fastener heads are flush with the panel surface. However, due to variations in materials and limitations on equipment, this may be difficult to achieve in some situations. It is not required to tape over overdriven fasteners unless the fastener head creates a hole through the entire panel thickness. Please see the technical tip, "Overdriven Fasteners in ZIP System Roof and Wall Sheathing," for more information. Step 3. Install temporary toe boards as necessary when applying the ZIP System sheathing panels up the slope of the roof planes. 8' Panel Edges 4' Panel Edges 1/8, 1/8, The unique edge profile is Maintain 1/8' space designed to accommodate where 4' edges meet. incremental panel Unique edge profile is on expansion and does not 8' edges only. require manual gapping along the 8' edges. OTC] ZIP System'" Tape Installation - Roof Panel Seams Apply ZIP System tape after all ZIP System Roof & Wall sheathing panels are fully fastened to roof -framing members. Only ZIP System tape should be used to seal the seams of ZIP System panels. Ensure that the panel surfaces are dry and free of any nails, sawdust and other debris, or protrusions. Avoid stepping on tape in high temperature environments. ZIP System tape is a contact tape that requires pressure for an adequate seal. Step 1 Apply ZIP System tape to every vertical and horizontal panel seam. It is at the discretion of the installer whether to apply tape from the top down or from the bottom up. However, working from the highest sections of the roof and working down will minimize foot traffic on the tape. Ensure that the tape is centered over the seam within +/- 1/2" to provide adequate coverage and to ensure that wrinkles in the tape are minimized. Ensure that tape lengths are continuous across the 8' horizontal edge of the panels. If splices are unavoidable, create an overlapping splice of at least 3". Apply moderate pressure onto the surface of the tape to ensure a secure bond between the panel and the tape. Use ZIP System tape gun or tape roller to apply pressure to the tape and smooth out any wrinkles. Take special care to remove any voids and/or trapped air at splice areas and T-joints. Step 2. For valley areas of framing, we recommend you use 6" wide ZIP System tape. This tape is wider than panel seam tape and is designed to give you optimal protection in valley areas. Starting from the bottom and working your way up, apply one continuous piece of 6" tape so that the center of the tape is over the valley seam. Use the tape gun or tape roller to apply pressure to the tape to ensure proper contact with the panel and to eliminate any wrinkles that might have occurred in the tape. Take special care to seat tape completely into the valley. Note: It is important to pay extra attention to valley taping as water is directed toward the valleys during rain events. Self -adhering ice and water barriers may be required by code. ZIP System tape is not considered a replacement for self -adhering ice and water barriers. Therefore, when self -adhering ice and water barriers are required, they should be installed in addition to ZIP System tape. First Tape Piece 3' uvertap Second Tape Piece ZIP System" Roof & Wall Sheathing Installation Manual 2 ZIP System'" Tape Installation - Roof Panel Seams (continued) Step 3. If 6' ZIP System tape is not available, use two continuous pieces of 3.75' ZIP System panel seam tape over the entire length of the valley seam, overlapping the pieces on the valley seam by at least 1'. Starting from the bottom, install the first piece of tape overlapping the valley seam by at least 1 ". Use the tape gun or tape roller to apply pressure to the tape to ensure proper contact with the panel and to eliminate any wrinkles that might have occurred in the tape. Apply the second piece of tape, overlapping the first piece in the valley seam by V. Repeat use of the tape gun or roller to make sure the tape is adequately adhered and tightly pressed into the valley seam. Note: It is important to pay extra attention to valley taping as water is directed toward the valleys during rain events. Self -adhering ice and water barriers may be required by code. ZIP System tape is not considered a replacement for self -adhering ice and water barriers. Therefore, when self -adhering ice and water barriers are required, they should be installed in addition to ZIP System tape. Step 4. To provide temporary weather protection to roof/wall intersections of dormers or other wood -sheathed projections, apply 2" of the tape width up the vertical projection from where it intersects with the roof. The remaining tape width can be adhered to the ZIP System roof sheathing panels. Use the tape gun or tape roller to apply pressure to the tape and smooth out any wrinkles. Step 5. Install ZIP System tape over hips and ridges by centering the tape over the peak seam. Apply tape in sufficient length to completely extend the length of the hip or ridge. Starting from the lowest point of the hip and working up, press tape into place keeping tape centered over the hip. Apply moderate pressure onto the surface of the tape to ensure a secure bond between the panel and the tape. Cut ridge tape as required for ventilation prior to installing ridge vent. Step 6. Tape over toe board nail holes once the toe boards are removed, working from the highest toe boards to the lowest. First piece of tape 1- overlap Second piece of tape rW Roof Covering Installation Instructions ZIP System Roof & Wall sheathing is a code recognized sheathing and underlayment and is approved for use with the following roof coverings:. Asphalt -fiberglass Shingles Metal Roofs (shingles and panels) Clay Tile Concrete Tile Slate and Slate -type Shingles Wood Shingles Wood Shakes When installing roof coverings, follow applicable codes and manufacturer's suggested instructions. Some roof coverings require a slip -sheet in addition to conventional underlayment. Where slip -sheets are required, they should be installed over ZIP System sheathing panels. Note: Visit zipsystem.com for updates and installation details. Asphalt -fiberglass Shingles Apply asphalt shingles directly to ZIP System sheathing. For roofs with a slope of 2/12 or greater but less than 4/12, additional underlayment may be required. Install asphalt -fiberglass shingles according to applicable codes and manufacturer's installation instructions. Metal Roof Coverings Metal roof coverings may be applied to ZIP System sheathing provided that the roof covering manufacturer's installation instructions and applicable codes are followed. Fasteners used to secure the ZIP System Roof & Wall sheathing panels to supporting framing must be compatible with the specific metal roof covering used. Galvanized fasteners shall be used with galvanized roof coverings, aluminum -zinc coated fasteners shall be used with aluminum -zinc coated roof coverings and 300 series stainless steel fasteners shall be used with copper roofs. Stainless steel fasteners are acceptable with all metal roof types. In addition, metal roof flashing shall also be made of a material compatible with the specific metal roof covering used. Apply metal shingles on roofs with slopes of 3/12 or greater. Clay and Concrete Tile Roof Coverings ZIP System Roof & Wall sheathing is intended to replace the first layer in a two -layer or multi -layer underlayment system. When installing clay or concrete tile roof coverings, follow the installation recommendations of FRSA/TRI 07320. Install tile roofs according to applicable codes and manufacturer's installation instructions. Slate and Slate -type Shingles Apply slate and slate -type shingles on roofs with slopes of 4/12 or greater. Install slate and slate -type shingles according to applicable codes and manufacturer's installation instructions. Wood Shingles ZIP System Roof & Wall sheathing is intended to replace the first layer of underlayment required by the IBC and/or the IRC. Additional layers of underlayment may be required by code depending on the local climate. Apply wood shingles on roofs with slopes of 3/12 or greater. Install wood shingles according to applicable codes and manufacturer's installation instructions. Wood Shakes ZIP System Roof & Wall sheathing is intended to replace the first layer of underlayment required by the IBC and/or the IRC. Additional layers of underlayment may be required by code depending on the local climate. ZIP System roof sheathing is not to be construed as a replacement for interlayment. Apply wood shakes on roofs with slopes of 4/12 or greater. Install wood shakes according to applicable codes and manufacturer's installation instructions. ZIP System" Roof & Wall Sheathing Installation Manual VIM ZIP System® Sheathing Installation on Walls Overview: ZIP System Roof & Wall sheathing is composed of ZIP System panels and ZIP System seam sealing tape. ZIP Systemk Roof & Wall Sheathing panels should be fully installed before the seam sealing tape is applied. The following installation steps are presented as a general outline of the installation process. These are manufacturer installation recommendations —please visit zipsystem.com for a library of flashing and installation details. You are fully and solely responsible for all safety requirements. Good construction and safety practices should be followed at all times. Step 1. Install ZIP System Roof & Wall sheathing panels positioned with the water -resistive barrier facing outside. The panels may be installed with the long side of the panel oriented either horizontally or vertically to the framing members. Walls that are designed to resist lateral shear forces and sheathed with wood structural panels typically require solid framing or blocking behind all panel edges. If oriented horizontally, block horizontal joints if wall is designed for bracing or as a shear wall. 1/8' spacing between square edges of all adjacent panels is recommended in accordance with industry standards for wood sheathing installation. 8' Panel Edges Panel Edges 4' Panel Edges The unique edge profile is designed to accommodate incremental panel e>pansion and does not require manual gapping along the 8' edges.' Step 2. Fasten the panels to the framing members with code approved fasteners. Space fasteners 6' o.c. along supported edges and 12" o.c. at intermediate supports, unless otherwise specified by local code or the designer of record. It is the responsibility of the general contractor to verify proper fastener type and spacing prior to installation. Apply the fasteners 3/8" from the ends and corners. An ideal installation would be where fastener heads are flush with the panel surface. However, due to variations in materials and limitations on equipment, this may be difficult to achieve in some situations. It is not required to tape over overdriven fasteners unless the fastener head creates a hole through the entire panel thickness. Please see the technical tip "Overdriven Fasteners in Zip System Roof and Wall Sheathing," on zipsystem.com for more information. 1/8' Maintain 1/8' space where 8' panel edges meet 4' panel edges. Unique edge profile does not provide the full 1/8' recommended space in this situation' Maintain 1/8' space where 4' edges meet. Unique edge profile is on 8' edges only.' LM ZIP System'" Tape Installation - Wall Panel Seams Apply ZIP System tape after all ZIP System Roof & Wall sheathing panels are fully fastened to wall -framing members. Only ZIP System tape should be used to seal the seams of ZIP System panels. Ensure that the panel surface Is dry and free of sawdust and dirt prior to taping. ZIP System tape is a contact tape that requires pressure for an adequate seal. Step 1. Tape all seams using ZIP System tape. Ensure that the tape is centered over the seam within +/- 1/2" to provide adequate coverage and that wrinkles in tape are minimal. Use the ZIP System tape gun or roller to apply pressure to the tape and smooth out any wrinkles. Step 2. Wherever tape splices occur at a horizontal or vertical seam, create an overlapping splice of at least 3". At Tyoints, the tape pieces should overlap by at least 1 ". Apply moderate pressure onto the surface of the tape to ensure a secure bond between the panel and the tape. Use the ZIP System tape gun or roller to apply pressure to the tape and smooth out any wrinkles. Take special care to remove any voids and/or trapped air at splice areas and T-joints. Step 3. Tape inside and outside comer seams. Inside comer seam Outside comer seam Note: Tape over any areas of the panel or tape that are damaged during construction. ZIP System® Roof & Wall Sheathing Installation Manual A 6 ZIP System -Window Installation DISCLAIMER: The tollowng steps represent a general overview for the proper installation of window flashing. Please defer to/consuft the installation instructions of your window manufacturer as well as code requirements in your jurisdiction for full installation details. Flanged Windows 1. Fasten the ZIP System sheathing to the wood frame and install ZIP System tape to all wall panel seams, as detailed in sections 02 and 03. 4 2. ZIP System tape may be used as pan flashing if installed in accordance with flanged window installation details posted on zipsystem.com. Other adhesive -based flashing tapes (must meet ICC-ES Acceptance Criteria for Flashing Materials AC148)) may be used as pan flashing if installed per ASTM 2112-07. Apply the flashing to cover the bottom of the opening, overhanging onto the sheathing by at least 2" and extending a minimum of 6" up each jamb. 3. Apply sealant around inside face of mounting flange. Sealant must be gapped at the sill to permit drainage. Install and level window per manufacturer's installation Instructions. Verify sealant compatibility with window manufacturer. When using ZIP System tape as pan flashing, butyl, 100% silicone or polyurethane sealants are acceptable. Do not use latex or other water - based sealants. 4. Cut two pieces of ZIP System tape or another adhesive -backed flashing tape (must meet ICC- ES Acceptance Criteria for Flashing Materials AC148)) and apply to each of the window lamb flanges, ensuring the jamb flashings overlap the sill flashing. Once the tape is in place, use the tape gun or roller to seal the flashing to the sheathing. 4- 5. Cut a length of ZIP System tape or another adhesive -backed flashing tape (must meet ICC- ES Acceptance Criteria for Flashing Materials AC148)) and apply to the header, ensuring that the flashing overlaps the jamb flashings." Once the tape is In place, use the tape gun or roller to seal the flashing to the sheathing. L) DO NOT tape bottom flange 6. From the interior, apply low-pressure polyurethane foam (for windows) between the rough opening and the window frame. (Caulk sealant compatible with the sill flashing may be used at the sill If the opening between the sill flashing and window is too narrow to allow the use of low-pressure polyurethane foam.) When using ZIP System tape, butyl, 100% silicone or polyurethane sealants are acceptable. Do not use latex sealants with ZIP System tape. If using another flashing tape, follow the flashing manufacturer's recommendation in selecting a sealant compatible with that flashing. Brick Mould Windows 1. Fasten the ZIP System sheathing to the wood frame and install ZIP System tape to all wall panel t" seams, as detailed in sections x 02 and 03. 2. If recommended by the window manufacturer, cut a strip of wood to function as a back dam at the sill. The wood strip should have a length equal to the width of the rough opening and a height and width of at least 112". Position the block at the inside edge of the window frame. ZIP System - Window Installation Brick Mould Windows (continued) 3. ZIP System tape may be used as pan flashing If Installed in accordance with brick mould window Installation details posted on zipsystem.com. Other adhesive -based flashing tapes (must meet ICC-ES Acceptance Criteria for Flashing Materials AC148)) may be used as pan flashing If Installed per ASTM 2112-07. Apply the flashing to cover the bottom of the opening, overhanging onto the sheathing by at least 2" and extending a minimum of 6' up each jamb. 4. For vertical jambs, cut ZIP System tape or another adhesive -backed flashing tape (must meet ICC- ES Acceptance Criteria for Flashing Materials AC148)) and apply to each of the window Iambs. Ensure that they cover the entire inside of the rough opening as well as overlap onto the sheathing by at least 2". Flashing shall also extend above the rough opening, such that It will project 1" beyond the exterior trim of the window. Once the tape Is In place, use the tape gun or roller to seal the flashing to the sheathing. 5. Apply sealant to Iambs and header allowing for drainage at the sill in accordance with window manufacturer's Installation instructions. When using ZIP System tape, use a butyl, polyurethane or 100% silicone sealant. Do not use latex or other water -based sealants with ZIP System tape. When using another flashing tape, follow the flashing manufac-turer's recommendations in selecting a sealant compatible with that flashing. 6. Install and level window per manufacturer's Installation Instructions. A O DISCLAIMER: The following steps represent a general overview for the proper installation of window flashing. Please deer to/consult the installation instructions of your window manufacturer as well as code requirements in your lunsdiction for full installation details. Cut a piece of rigid head flashing so that when installed, it is flush with the edges of the exterior moulding of the window. Apply a bead of sealant to the back and bottom surface of the rigid head flashing. Use sealant recommended by the flashing manufacturer. 8. Secure the rigid head flashing to ZIP System wall sheathing. 9. Cut a length of ZIP System tape or another adhesive -backed flashing tape (must meet ICC-ES Acceptance Criteria for Flashing Materials (AC148)) and apply to the rigid head flashing, ensuring that the adhesive -backed flashing overlaps the jamb flashings. Once the tape is in place, use the tape gun or roller to seal the flashing to the sheathing. 4 10. From the Interior, apply low-pressure polyurethane foam (for windows) between the rough opening and the window frame. (Caulk sealant compatible with the sill flashing may be used at the sill if the opening between the sill flashing and window Is too narrow to allow the use of low-pressure polyurethane foam.) When using ZIP System tape, butyl, 100%silicone or polyurethane sealants are acceptable. Do not use latex or other water -based sealants with ZIP System tape. If using another flashing tape, follow the flashing manufacturer's recommendation in selecting a sealant compatible with that flashing. ZIP System* Roof & Wall Sheathing Installation Manual 10 ZIP System - Penetration Openings aSCLAIMER: The following steps represent a general ovennew for the proper Installation of penetration flashing. Please defer torconsuY, your code requirements In your jurisdiction for full Installation details. WKL AS YYeLV11PSYSI_ W4I SPEATHNG woDD oR Lr GA IEsu s1 Nos t E GAP rd^,OMMEA 1—IE GAP U OTHERA' SE POYm IUCHINED : Z=— ZIPSSTEWTAPEOJEPALLJ(W'S"Au KALL SHEATHING; O. SPLAP TAPE A YNYHM OF I N11 AU ZIP SYSTE— TAPE AT A. / IVTERKM C—EPS AS n ZIP SYS'EML WALL 1HNG AS REwNED DY JESIGNE— ECOPD OR LOCI 5 LO-COOE WILL ASSEMBL" ZIP SYSTEM?'; WALL SHEATHING WOOD OR LT GA METAL STUDS I18- INCH GAP RECOMMENDED AT PANEL EDGES UNLESS OTHERWISE PROVIDED BY MACHINED PROFILED EDGES — INSTALL ZIP SYSTEMO TAPE OR ADHESIVE BACKED FLASHING (MUST MEET ACe) IN SEQUENCE FROM BOTTOM, SIDES, THEN TOP TO ENSURE SHINGLE LAP OF ADHESIVE BACKED FLASHING ZIP SYSTEMCTAPE ( INSTALLED OVER ALL JOINTS IN ZIP SYSTEW WALL SHEATHING) OVERLAP TAPE A MINIMUM OF 1-INCH AT ALL TJOINTS — USE FLANGED ELECTRICAL BOXES OR MEMBRANE FLASHING TO PROVIDE FLANGES FOR ELECTRICAL BOXES ALL AV SE — IP SYSIE wit SHF/TMNG KOOp OR LT LT GA METAL STIps I P. LNCH GAP IIEGOIAMENDED AT AVEL EOG-cS UNIESS OTHERWISE IRONDEDEY AUCHVED M20FlED EDGES — Z1P SVSTEM4 T/.^E RNSTALLED OVER All JONTS In ZII SYSTEAIL KALL SHEATHING OVERLAP TAPE A YYLAAI CF 1 J1LH AT ALL TJdNTS NSTALL BP SYSTEM! TAPE AT ALL F. STEY ZP SYSTEML WALL SHEATHING AS REOMRED LY OESIGNE—EGGAiG OR LI- 1-1- GODS WALL ASSEMBLY ZIP SYSTEMO WALL SHEATHING WOOD OR LT. GA. METAL STUDS 1/&INCH GAP RECOMMENDED AT PANEL EDGES UNLESS OTHERWISE PROVIDED BY MACHINED PROFILED EDGES — INSTALL ZIP SYSTEMO TAPE OR ADHESIVE BACKED FLASHING (MUST MEET AC14e) IN SEQUENCE FROM BOTTOM, SIDES, THEN TOP TO ENSURE SHINGLE LAP OF ADHESIVE BACKED FLASHING ZIP SYSTEMO TAPE (INSTALLED OVER ALL JOINTS IN ZIP SYSTEMO WALL SHEATHING) OVERLAP TAPE MINIMUM OF 1-INCH AT ALL T-JOINTS — USE FLANGED VENT HOODS 11 ZIP System Sheathing Installation Details on Walls — visit zipsystem.com for more details. WALL ASSEMBLY VINYLANOODIFIBER CEMENT SIDING INSTALLED IN ACCORDANCE WITH CLADDING MANUFACTURER'S INSTALLATION RECOMMENDATIONS) ZIP SYSTEM6 WALL SHEATHING WOOD OR LT GA. METAL STUDS TOP EDGE OF FLASHING TAPED TO WALL SHEATHING WITH ZIP SYSTEM$, TAPE OR ADHESIVE BACKED FLASHING. (MUST MEET AC148) — CODE APPROVED FLASHING FOUNDATION WALL ASSEMBLY VINYLAYOODIFIBER CEMENT SIDING INSIALLLD IN ACCORDANCE WITH GADDING MANUFACTURERS INSTALLATION RECOMMENDATIONS) ZIPW SYSTEM@ WALL SHEATHINGW'000 OR Li GA. METAL STUDS 11&INCH GAP RFCOMMFNDFD AT PANEL EDGES UNLESS OTHERWISE PROVIDED BY MACHINED PROFILED EDGES — ZIP SYSTEM@ TAPE (w STALLED OVER ALL JOINTS IN ZIP SYSTEM@ WALL SHEATHING) OVERLAP TAPE A MINIMUM OF HNCH AT ALL T-JOINTS 19- CH GAP RECOMMENDED AT PANEL EDGES UNLESS OTIERVASE PROVIDED BY MACHINED PROFILED EDGES — FASTEN ZIP SYSTEM@ WALL SHEATHING AS REQUIRED BY DESIGNER -OF -RECORD OR LOCAL WALL ASSEMBLY BRICK VENEER AIR SPACE (AS PRESCRIBED BY LOCAL BUILDING CODE) ZIP SYSTEMO WALL SHEATHING WOOD OR LT. GA. METAL STUDS TOP EDGE OF FLASHING TAPED WITH ZIP SYSTEM* TAPE OR ADHESIVE BACKED FLASHING MUST MEET AC148) CODE APPROVED BASE FLASHING WEEP HOLES (AS PRESCRIBED BY LOCAL BUILDING CODE) — WALL ASSEMBLY BRICK VENEER AIR SPACE (AS PRESCRIBED BY LOCAL BUILDING CODE) ZIP SYSTEM.n WALL SHEATHING WOOD OR LT GA, METAL STUDS 1M-INCH GAP RECOMMENDED AT PANEL EDGES UNLESS OTHERWISE PROVIDED BV MACHINED PROFILED EDGES\\ 1 ZIP SYSTEM@ TAPE (INSTALLED OVER ALL JOINTS IN ZIP SYSTEM@ WALL SHEATHING} OVERLAP TAPE A MINIMUM OF 1-INCH AT ALL T-JOINTS ANGAPRECOMMENDED AT PPANELEL EEDGESUNLESS OTHERWISE PROVIDED BY MACHINED PROFILED EDGES_ FASTEN ZIP SYSTEMS WALL SHEATHING AS REQUIRED BY DESIGNER - OF -RECORD OR LOCAL BUILDING CODE Note: For optimal air leakage reduction; all untaped edges of the panels can be caulked, gasketed or sealed with a weather stripping material. ZIP System" Roof & Wall Sheathing Installation Manual el 12 ZIP System Sheathing Installation Details on Walls (continued) WALL ASSEMBLY BRICK VENEER AIR SPACE (AS PRESCRIBED BY LOCAL BUILDING CODE) ZIP SYSTEM® WALL SHEATHING WOOD OR LT. GA. METAL STUDS TOP EDGE OF FLASHING TAPED WITH ZIP SYSTEM® TAPE OR ADHESIVE BACKED FLASHING. MUST MEET AC148) CODE APPROVED FLASHING WEEPS (AS PRESCRIBED BY LOCAL BUILDING CODE) — STEEL LINTEL INSTALL WINDOW IN ACCORDANCE WITH DETAILS 24A-24D OR 25A-25D WALL BEYOND WAI I ACSFMRI Y CODE APPROVED CLADDING _ INSTALLED IN ACCORDANCE WITH CLADDING MANUFACTURER'S INSTALLATION RECOMMENDATIONS) EXTERIOR RIGID INSULATION DRAINAGE PLANE (MIN. YB") ZIP SYSTEM® WALL SHEATHING WOOD OR LT. GA. METAL STUDS - TOP EDGE OF FLASHING TAPED TO WALL SHEATHING WITH ZIP SYSTEM® TAPE OR ADHESIVE BACKED FLASHING. (MUST MEET AC148) CODE APPROVED FLASHING FOUNDATION WALL BEYOND BACKDAM PER WINDOW MANUFACTURER'S INSTALLATION RECOMMENDATIONS INSTALL CODE -RECOGNIZED SILUPAN FLASHING IN ROUGH OPENING PRIOR TO WINDOW INSTALLATION. TOP EDGE OF FLASHING TAPED WITH ZIP SYSTEM® TAPE OR ADHESIVE BACKED FLASHING. MUST MEET AC148) WEEPS (AS PRESCRIBED BY LOCAL BUILDING CODE) — CODE APPROVED FLASHING WALL ASSEMBLY BRICK VENEER AIR SPACE (AS PRESCRIBED BY LOCAL BUILDING CODE) ZIP SYSTEM® WALL SHEATHING WOOD OR LT. GA. METAL STUDS Note: For optimal air leakage reduction, all untaped edges of the panels can be caulked, gasketed or sealed with a weather stripping material. Florida Building Code Online Page 1 of 3 YFBC `Maprrf.JC D gl acts Home 1 lag In 1 User Regmtrabon Hot Tops 1 Submit Sumharpe 1 Stats It Facts ubloUo is Staff ..BaS Siteunks i SearU ' BuJI, feJ Product Approval ProfessiIrUSER, Pubkusv Regulation Product Aoor'oval Menu > ProduC or ADQIQtion Search > Aoolicabon List > Application Dmll FL # FL7006-R9 R Application Type Revision Code Version 2014 Application Status Validated Comments Archived ram Product Manufacturer IKO Industnes, Ltd Address/ Phone/Emall 40 Hansen Road South Brampton, NON -US L6W 3H4 708) 496-2800 Ext200 rmetz001 @tam paba y. rr.com Authorized Signature Robert Metz rmetz001 @tampabay. rr.com Technical Representative Bob Metz Address/ Phone/Email REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727) 776-5261 rmetzOOI@tampabay. rr.com Quality Assurance Representative Don Shaw Address/ Phone/Email IKO Industries LTD 120 Hay Rd. Wilmington, DE 19808 717) 579-6706 don. shaw@iko.com Category Roofing Subcategory Asphalt Shingles Compliance Method Certification Mark or Listing Certification Agency FM Approvals - CER Validated By Locke Bowden 2 Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ASTM D3161 modified to 110 mph 2009 ASTM D3462 2009 ASTM D7158 Class H 2O08 ASTM E108 2007 Equivalence of Product Standards Certified By https:// www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3K... 7/2/2015 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 06/28/2015 Date Validated 06/30/2015 Summary of Products FL Model, Number or Name Description 7006.1 Cambridge, Cambridge HD and CRC Laminated architectural fiberglass asphalt shingle Biltmore AR manufactured at IKO's Kankakee, IL; Hawkesbury, Ont.; Wilmington, DE; Sylacauga,AL and Toronto, Ont. plants Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-15- 2015 .odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 5 Design Pressure: N/A 15.odf Other: FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 .Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 II IKO-133-07-01 Letter - Installation Instructions for FBC FL7006.pdf Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.2 Ridge 12 Cap fiberglass This is a 12" x 12' fiberglass asphalt shingle used to coverFHlpandglesthehipand/or ridge of an asphalt shingle roof system manufactured In Toronto, Ont. and Brampton, Ontario Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-15- 2015 .odfApprovedforuseoutsideHVHZ: Yes impact Resistant: N/A FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15.odfDesignPressure: N/A Other: FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 •Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 11 Hip and Ridge Cap Shingle Installation Instructionsgdf FL7006 R9 II 1KO-133-02-01 Letter- Installation Instructions for FBC FL7006.1)df Verified By: Duc T Nguyen PE 65034 Created by Independent Third parry: No Evaluation Reports Created by Independent Third Party: 7006.3 Leading Edge Plus Asphalt Shingle One piece fiberglass asphalt shingle used as a starter strip at Starter Strip the bottom of a roof system manufactured in Brampton and Hawkesbury, Ontario plants Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-15- 2015 .DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15.odfDesignPressure: N/A Other. FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 .odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 II IKO- 133-02-01 Letter - Installation Instructions for FBC FL7006.Ddf FL70M R9 II Roofina-Products-Leadina-Edoe-Plus- AoDllcation-ENf i1.Ddf Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.4 Marathon 25 AR, CRC Superglass 3 tab fiberglass asphalt shingle manufactured at IKO's M25AR Brampton, Ontario, Hawkesbury Ont., Toronto, Ont.; Sylacauga, AL and Kanakakee, IL plants Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7006 R9 C CAC FM Letter - ASTM d3161 Igtter - 4-15- Approved for use outside HVHZ: Yes 2015 .Ddf Impact Resistant: N/A FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 https://www. floridabuilding.org/pr/pr_app_dtl.aspx?param--wGEVXQwtDgse7mYBd2b3K... 7/2/2015 Florida Building Code Online Page 3 of 3 Design Pressure: N/A Other: 15. odf FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 .Ddf Quality Assurance Contract Expiration Date 12/20/2020 Installation Instructions FL7006 R9 II IKO 133-02-01 Letter - Installation Instructions for FBC FL7006.odf Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: Fick N© Contact Its :: 194o NOKh Monroe syeeL Tallahassee FL 32399 Phone: eso-id7-1a24 The State of Florida Is an AAJEEO employer. C'mvrloM 2007-2013 Slate or Florida..: Privacy Statement :: Koesslbllhv Stabement :: Refund Statement Under Florida law, email addresses are public records. if you do not want your e-mail address released In response to a pudic -records request, do not send electronic mail to MI5 entity. Instead, contact the office by phone or by traditional mall. It you hove any questions, please contact M.497.1395. 'Pursuant to Section 455.275(I), Horlda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one The emals provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made avallable to the public. To determine if you are a licensee under Chapter 455, FS., please dick hCM. Product Approval Accepts: Credit ar https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param---vC'EVXQwtDgse7mYBd2b3 K... 7/2/2015 aFMAppfflVaIS& FM Approvals ` cpvafthfFKGUW -aW 1151 Boston -Providence Turnpike P.O. Box 9102 Norwood, MA 02062 USA T: 781 762 4300 F: 781 762 9375 www.fmapprovals.com May 3, 2015 Mr. Donald Shaw IKO Industries, Ltd. 40 Hansen Road South Brampton, Ontario L6W 3H4 Canada Customer ID: 1000000686 Subject: IKO Industries Ltd.'s FM Approved asphalt roof shingles Dear Mr. Shaw, This letter is being written following in regards to your recent inquire regarding verification of the ASTM D3161 testing of TKO Industries Ltd's asphalt roof shingles. IKO's shingles that are FM Approved have been tested in accordance with ASTM D3161 (reports 3040947 and 3038510). FM Approvedproducts: iK03ndustries`titd-____;_ Crowne Slate, Cambridge, Hip & Ridge 12, Marathon 25 AR, Marathon 0-2 __ Ultra AR, Cambridge TR, Leading Edge Plus, Cambridge HD, MarathonUltra 25, Hip & Ridge Plus, Dynasty with ArmourZone CaritooLCorpoTationzlrie;---^ Biltmore, Hip & Ridge 12 (CRC), Superglass 25 M AR, Superglass Ultra AR, CRC I &Ridge Pius Please be advised that shingles noted above tested to previous versions of ASTM D3161 continue to meet the test criteria of the current version of ASTM D3161. If you have any questions please do not hesitate to contact me. Very truly yours, r ./la David L. Alves Senior Engineer - Materials Group FM Approvals 1151 Boston -Providence Turnpike Norwood, MA 02062 T: 781 255 4856 E: david.alves(@fmaporovals.com Phillip J. Smith Principal Engineer - AVP FM Approvals aWpprovals" FM Approvals fdm6a grchaR; Brabal Grasp 1151 Boston -Providence Turnpike P.O. Box 9102 Norwood, MA 02062 USA T: 781 762 4300 F: 781 762 9375 www.fmapprovals.com May 6, 2015 Mr. Donald Shaw IKO Industries, Ltd. 40 Hansen Road South Brampton, Ontario L6W 3H4 Canada Customer ID: 1000000696 Subject: TKO Industries Ltd.'s glass reinforced asphalt roof shingles Dear Mr. Shaw, This letter is being written following in regards to your recent inquire regarding verification of the ASTM D3462 monitoring IKO Industries Ltd's glass reinforced asphalt roof shingles. IKO's shingles that are FM Approved and/or Specification Tested Listed are monitored by FM Approvals for compliance with ASTM D3462. They continue to meet this standard. if you have any questions please do not hesitate to contact me. Very truly yours, a, David L. Alves Senior Engineer - Materials Group FM Approvals 1151 Boston -Providence Turnpike Norwood, MA 02062 T: 781 255 4856 E: david.abes a.fmapprovals.com C E <:19> Phillip J. Smith Principal Engineer - AVP FM Approvals us aWpprovals* FM Approvals mvmtir, fear. FM crawrmw 1151 Boston -Providence Turnpike P.O. Box 9102 Norwood, MA 02062 USA T: 781762 4300 F: 781 762 9375 www.finapprovals.com April 15, 2015 Mr. Donald Shaw IKO Industries, Ltd. 40 Hansen Road South Brampton, Ontario L6W 3H4 Canada Customer ID: 1000000686 Subject: IKO Industries Ltd.'s FM Approved and Specification Tested asphalt roof shingles Dear Mr. Shaw, This letter is being written following in regards to your recent inquire regarding verification of the ASTM E108 testing of IKO Industries Ltd's asphalt roof shingles. IKO's glass and organic shingles that are FM Approved and Specification Tested have been tested in accordance with ASTM E108. I have arranged the shingles by category. FM Approved products: 11 OAiid_ustA6i Ltil.-=-: --=- Cambridge, Cambridge HD, Marathon 25, Marathon 25 AR, Marathon Ultra AR, Superglass Ultra AR, Crowne Slate, (IKO) Hip & Ridge 12, Hip & Ridge Plus, Dynasty with ArmourZone, Cambridge 1R, Leading Ed a Plus Citiiroof Gorporatioin;.inci` = Biltmore, Biltmore AR, Superglass 25 M AR, Superglass Ultra AR, CRC) Hip & Ridge 12, CRC Hip & Ridge Plus Specification Tested products: IKQ.Tnustries=I tCambridge AR Dual Black, Royal Estate, Marathon 20, Armour Starter, Armourshake, Roofshake HW Caneoof-:Co' ° ration Thi - Biltmore AR Dual Black, Superglass 20, Biltmore AR Please be advised that shingles noted above tested to previous versions of ASTM E108 continue to meet the test criteria of the current version of ASTM El 08. If you have any questions please do not hesitate to contact me. Very truly yours, David L. Alves Senior Engineer - Materials Group FM Approvals CX C E fM AFPHM Phillip J. Smith TTM - A VP FM Approvals t FM M APPRDV __ TM Approvals! Os harryd eM 1151 Boston -Providence Turnpike Norwood, MA 02062 T: 781 255 4856 E: david.alves(alimanorovals.com s CONSTRUCTION MATERIALS TECHNOLOGIES March 30, 2015 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 2014 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 govem. 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. r Signed.. :; ! ',/ Signed: Brad Grzybo ski Due T. uven Managing D rector Florida R ered Profession— I Engineer P.E. Number. 65034 Date: April 30, 2015 Date: April 30, 2015 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 IK4133-02-01 PRI Cmshcian MaWals Tedukoes, LC. 6412 Badger Drive Tampa, FL 3M0 Tet 81M21-5M Far: 813.621-5840 a ri& maleriabim; ing@prica d=n WebSife: htWAY w.prianLcom IKO Installation Instructions for Asphalt Shingles Page 2 of 5 IKO Shingle Application Instructions — 3-Tab Shingles ASTM D3161, Class F — IKO Marathon 25 AR and CRC Superglass M25AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2014 FBC. UNDERLAYMENT: Applied in accordancewith 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 2 1 " per foot (60°) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-5/8". STEEP SLOPES 1 12 1-12 r ram" .--- I.— r 1•—I SEALING sTwP .-- • • -- i •— — Kira• I7r I ,re I r 1 i:' .' NAILS NAILS DO NOT NAIL INTO OR ABOVE THE SEALING STRIP PM Construction IAA Techrgon, LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813 0-5777 I'm 813-0-5840 tmad: mAwialstesWg@pricmLcom WebSile: htlpJ/www.prian:com IKO Installation Instructions for Asphalt Shingles Page 3 of 5 IKO Laminated Shingles Application Instructions ASTM D3161, Class F — Cambridge, Cambridge HD, and CRC Biltmore AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2014 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 underayment 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 undedayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed in the nail line 7-3/8" below the top edge, approx. 1" and 13" in from each end. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (60') or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-7/8'. 7 31B' r N LLINE 63/8 NAILS NAILING - STEEP SLOPES APPLICATION Use SIX oafs as shown. J M CEMENT PROPER APPUCATION REQUIRES THAT THE NABS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OFTHE SHINGLE PM CorWnxim Mdzriais Tedmobpes, U.C. 6412 Badger Drive Tampa, FL 33510 Tat: 513-621.5177 Fax: 613-0-5B40 e-mait meleriaWs&V@p tcmLmm WebSile: ht1p:1hwww.pianLcom IKO Installation Instructions for Asphalt Shingles Page 4 of 5 IKO Hip and Ridge 12 Application Instructions ASTM D3161, Class F — IKO Hip and Ridge 12) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide. These shingles are designed for a 5 1/8" (130 mm) exposure. (For a neater appearance, the top of each side of each piece has been factory trimmed on a 1" (25 mm) taper (see drawing). Bend each piece over the hip or ridge, and nail 5 5/8" (143 mm) above the butt edge 1" (25 mm) in from each edge, exposing each piece 5 1/8" (130 mm). Apply hip pieces starting at the lower end of the hip, working up toward the ridge. On hip roofs, apply ridge pieces starting at each end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end opposite to the prevailing wind direction and continue to the other end. Note: To obtain a three-dimensional effect, (which is recommended, but not required), apply hip and ridge shingles double thickness by stacking 2 pieces on top of one another, the lower piece extending about 3/4" (19 mm) further than the top piece (see diagram). The final shingle should be set in cement, and the exposed nail heads of the final shingle should be covered with cement. Prior to application in cold weather, storing the shingles in a heated area will allow for easier bending. NOTE: SHINGLES MUST BE APPLIED PROPERLY. 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. TMIMWr PM Corrstnrctw Mamrids Tedmobgies, LLC. 6412 Badger Drire Tampa FL 33610 Tel: 81 MI-5M Fac 813-62t-5840 e-mad. matedaWedng@p=iLoom WebSrie: httpJMm.pic rn =n IKO Installation Instructions for Asphalt Shingles Page 5 of 5 IKO Leading Edge Plus Application Instructions ASTM 133161, 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 comer 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 comer 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. PR Cw&ud m Materials Techralogies, LLC. 6412 Badger Dime Tampa, FL 33510 Tel. 813-0-5M Fax 813-0-5B40 a mail: malerialslesting@pnanLcan WebSile: hlJpJMww.KbnLo m Florida Building Code Online Page 1 of 2 s I'e E f r k a ire fitrx I i.- SM Home Log In j UW Regtsbabon ; • Hot Topics Submit Surdwrpe I Sdts R Factst PublicationsFBC Stag BCS Site Map Links i« Seamh ; l/ BusinesJ[{/{j dProduct D ProfessiVll USER: Public User Regulation MPM Product Approval Menu > Product or Acalkabon Scarch > Apollptton LISt > Wication DoWl FL * FL2346-R5 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Emall 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 Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By 0 Warrior Roofing Manufacturing 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext115 Steven@wartiorRooflng.net Steven Crew Steven@WarriorRoofing.net Steven Crew 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext1024 Steven@WarriorRoofing.net Steven Crew 3050 Warrior Road Tuscaloosa, AL 35404 205)553-1734 Ext1024 Steven@WarriorRoofing.net Roofing Underiayments Test Report PRI Construction Materials Technologies, LLC Keystone Certifications, Inc. 10/05/2019 Jesus Gonzalez, P.E. I Validation Checklist - Hardcopy Received FL2346 R5 COI PRI CMT Cert of Indeoenden Standard Year ASTM D226 2006 ASTM D4869 2005 iZ-I affirm that there are no changes In the new Florida Building Code which affect my product(s) and my product(s) are In compliance with the new Florida Building Code. https://www.floridabuilding.orglprlpr app_dtl.aspx?param=wGEVXQwtDgtOc8bnSknRps... 7/2/2015 Florida Building Code Online Page 2 of 2 Documentation from approved Evaluation or Validation Entity Yes QNo ON/A Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Co.--.— of P—A..rfr Method 1 Option B 02/13/2015 02/13/2015 02/19/2015 FL * Model, Number or Name Description 2346.1 15 and #30 roofing felt ASTM D 226 Tested Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2346 R5 II Installationinstructlons.pdf Approved for use outside HVHZ: Yes Verified By: PRI Construction Materials Technologies, LLC Impact Resistant: N/A Test Reports Design Pressure: N/A FI-2346 R5 TR 15A Test Reoort.odf Other. Primary roof covering should be Installed FL2346 R5 TR 30A Test Report.Ddf immediately after felt. Roofing felt Is not Intended to be an unprotected weathering surface. 2346.2 15w and 30w roofing felt ASTM D 4869 Tested Limits of Use Installation Instructions Approved for use In HVHZ: No FL2346 RS 11 Installatlo'Instructions.odf Approved for use outside HVHZ: Yes Verified By: PRI Construction Materials Technologies, LLC Impact Resistant: N/A Test Reports Design Pressure: N/A FL2346 R5 TR 15w TestReoort.Ddf Other. Primary roof covering should be Installed FL2346 R5 TR 30w Ted Report pelf immediately after felt. Roofing felt Is not Intended to be an unprotected weathering surface. 6edk .--- rn0LK I15 : • 1040 North Monroe street. Tallahassee FL 32399 Prom 850-487.1824 The State of Florida is an AA/EEO employer, Copyright 2007-2013 State of Florida.:: Prrvacv Statement :: Accessibility Statemvn[ :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mall address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the ofOke by phone or by traditional mail. If you have any questions, please contact M.467.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees Iicersed under Chapter 455, F.S. must provide fhe, Department with an emal address If they have one The emails provided may be used for ofN®tcorrmuNratlon with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an emal address which an be made available to the public. To determine If you are a Ice see under Chapter 455, FS., please dock blT . Product Approval Accepts: 0 ®® secttriM https://www.floridabuilding.org/pr/Pr_app_dtl.aspx?param=wf EVXQwtDgtOc8bnSknRps... 7/2/2015 CONSTRUCTION MATERIALS TECHNOLOGIES CERTIFICATION OF INDEPENDENCE PRI Construction Materials Technologies LLC does not have, nor does it intend to acquire a financial interest in any company manufacturing or distributing products for which test reports are issued. PRI Construction Materials Technologies LLC, is not owned, operated or controlled by any company manufacturing or distributing products it tests. PRI Construction Materials Technologies LLC does not have, nor does it intend to acquire a financial interest in any company manufacturing or distributing products tested by this laboratory. PRI Construction Materials Technologies LLC does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Signed: i:z't' e 006- Donald C. ortfolio 11 President Date: January 10, 2008 PRI Asphak Technologies, Inc. 6408 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax 813-621-5840 e-mail dportfolio@priashalLcom WebSite: www.priasphatcom WARRIOR, ROOFING MANUFACTURING P. 0. BOX 4W85 • TUSMOOK AL MM • PHONE (205) 5534734 • FAX (206) 553.1755 193 LEROY 1 NDERSON ROAD . MONR0E, GA 30655 * PHONE (770) 2074M * FAX (770) 207-0775 a 323 DEVELOPMENT AVENUE • OHAMBERSBURG, PA 17201 • PHONE (717) 70W23 • FAX (717) 70MO27 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 Iess 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 td job pp rater shedding. 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. i ZCRCCmT CONSTRUCTION MATERIALS oLAM TECHNOLOGIES Odc cam' LABORATORY TEST RESULTS Report for: Warrior Roofing Manufacturing Attention: Steven Crew 3050 Warrior Road Tuscaloosa, AL 35405 Product 1D(s): #15 Manufacturer: Warrior Roofing Manufacturing Tuscaloosa, AL) PRI-CMT Project No.: WRMI-007-02-02 Source: Warrior Roofing Manufacturing Date Received: Jul. 24, 2008 Date(s) Tested: Jul. 29, 2008 —Aug. 8, 2008 Purpose: Evaluate WarriorRooffng Manufacturing's (Tuscaloosa, AL) #15for compliance with ASTM D 226: Standard Specification for Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing. Test Methods: Testing was completed as described in ASTM D 226-06, -05, and -97a: Standard Specification forAsphalt-Saturated Organic Felt Used in Roofing and Waterproofing. Test methods assigned or referenced include ASTM D 70: Standard Test Method for Density of. Semi -Solid Bituminous Materials Pycnometer Method); ASTM D 146: Standard Test Methods for Sampling and Testing Bitumen -Saturated Felts and Woven Fabrics for Roofing and Waterproofing; and ASTM D 6136: Standard Test Method for Kerosine Number of Unsaturated (Dry) Felt by Vacuum Method. Sampling: The sample received from Warrior Manufacturing on July 24, 2008 was a full factory labeled roll of felt WRMI-007-02-02 PRI-CMT Accreditations: IAS TL-189: Miami -Dade 11-0429.05: Flonda TST5878: Los Angeles TA24819: CRRC The test results, opinions, or interpretations are based on the material supplied by the client- Thm report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval ofthis laboratory. PRI Construction Materials Technologies LLC assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report. PRI Carsnction Maierials Technobq_- UC 6408 Badger Drive Tarrrpa FL 33610 lei, 813-621-5777 Fax: 813-621-5840 e-rnai materWstes[iq@Pnm t.mm WebS& hupJlwnv.p com Warrior Roofing Manufacturing ASTM D 226 for 15 Page 2 of 3 Results of Testing: Requirement Type iy-1%^= i.+.c3zL `'-cr`r'=f`,',s -...-`,.n_....". =x,N T a,ny r-_ . - _ s:T<. •- - r; :. t_:: '. '+_.-in-r'c_.z—'=ee's`- Ic smen s r-: •,=?"=j`,-s,-• ?--C-.•.,.: c.,. ..._ - -,-„ a_,-=---z::x::a —.5= qu ,•. ,z i'S'_ ••==1-.'+..r•--t_•-Yfn•: ":C L_-5.- --"--"to.i_`•_av^.1_c sW:n - --"•-L--_:- Breaking Strength (Ibf/in-width) 20 specimens; 1" x 6" x thickness; ASTM D 146 Cond. 2h @ 73.4±3.6°F & 50±5%RH; Test 73.4±3.6°F• Rate=2in/min Longitudinal (with fiber grain) 61EN Transverse (across fiber grain) 19 y=;tar_ wr.0`' Pliability [Pass/Fai] 10 specimens; 1" x 8" x thickness; Cond. 10-15min in water @ 77±1.8°F, ASTM D 146 radius Y7 radius Test 90° around radius in 2s Longitudinal (with fiber grain) Pass ti-lo.failir V NO Fallutes=: Transverse (across fiber grain) Pass 17-i1a_rs_ NNflaifi>es` Loss on Heating (weight %) 2 specimens; 12" x 6" x thickness; ASTM D 146 2 Test Cond. 221±5°F for 5h±3min 5 w-Y H:u"C<ts..`y i'•=_-= t`- K.1Acr_-v^1 h.Y--i='iY->-- MDimensTbns a`ridi511asses:::.s_` . Y•--•- A=^==ram $==a x"T= T-r---"_''4c=•r'+_-•_.:_--=rx.;__-a -, c="`.r.. s_,..:',,._:-t _..:- i--z-.f-'.-i:.X-r`.=rvT-__ Width of Roll (in) ASTM D 146 36 Variation, % 0.3 0 - r__ 5-, Area, min (ft) ASTM D 146 434 Moisture at Point of Manufacture (%) ASTM D 146 NT As Received' 2.2 a'r; Net Mass of Saturated Felt (lb/100ft2) ASTM D 146 14.1 Mass of Saturant (lb/100ft2) ASTM D 146 7.7 Percent Saturation (%) ASTM D 226 121?=2-0- 3b Saturation Efficiency (%) ASTM D 226 70 Mass of Desatu rated Felt (Ib/100ftz) ASTM D 146 6.4 Ash (%) ASTM D 146 5.3 SIiO> = DD=_'`. Continued on Following Page WRMI-007-02-02 PRI-CMT Accreditations: IAS TL-189: Miami -Dade 11-0429 05; Florida TST5878: Los Angeles TA24819; CRRC The test results, opinions, or interpretations are based on the material supplied by the client This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Construction Materials Technologies LLC assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report. PRI Constriction M *4i* Technologies LLC M BWW Drive Tampa, FL 33610 Tet 813-621-5777 Fac 8t3.621-5040 a r W maWalsksbng@wadcom WebSde: hftpJhr - ptft— Warrior Roofing Manufacturing ASTM D 226 for 15 Page 3 of 3 NT- Not Tested: NA- Not Applicable Statement of Compliance: The product tested is compliant with ASTM D 226: Standard Specification for Asphalt -Saturated Organic Felt Used in Rooting and A e• Type I (No. 15). 0.(-C •• E •.N' iNS;. f. • K 0 6 3 t'y Signed: Signed: Brad Grzyb i Duc=.Ugbyen Ntanaging Dlrector Florida Registere&P-&ssio94A711neffF yP.E. Nu a50 r64wop Date: A' Date: ( (" 'S . p R 1 V P 6N• TY q-1 A' 81ossV- Report Issue History: Issue # Date Pages 1 Revision Description (if applicable) Original 07/ 24/2008 3 NA Revisionl 11/ 09/2011 3 Revised to exclude reference to Florida Building Code 2007. Reissued. END OF REPORT WRMI-007- 02-02 PRI-CMT Accredtations- IAS TL-189: Miami -Dade 11-0429.06: Florida TST5878: Los Angeles TA24819: CRRC The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this Laboratory. PRI Construction Materials Technologies LLC assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material In connection with this report. PRt Construction M21enals Technologies LLC 6408 Badger Drive Tempo FL 33610 TeL 813-621-5M Fax 813.621.5840 tma1: maiwWskstig@pricmicom WebSite- httpJlwww,pricntcom fa ACMWnW CONSTRUCTION MATERIALS A MS TECHNOLOGIES LABORATORY TEST RESULTS Report for: Warrior Roofing Manufacturing 3050 Warrior Road Tuscaloosa, AL 35405 Attention: Steven Crew Product ID(s): #30 Manufacturer: Warrior Roofing Manufacturing Tuscaloosa, AL) PRI-CMT Project No.: WRMI-008-02-02 Source: Warrior Roofing Manufacturing Date Received:. Jul. 24, 2008 Date(s) Tested: Jul. 29, 2008 — Aug. 8, 2008 Purpose: Evaluate Warrior Roofing Manufacturing's (Tuscaloosa, AL) #30forcompliance with ASTM D 226: Standard Specification for Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing. Test Methods: Testing was completed as described in ASTM D 226-06, -05, and -97a: Standard Specification for Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing. Test methods assigned or referenced include ASTM D 70: Standard Test Method for Density of Semi -Solid Bituminous Materials Pycnometer Method); ASTM D 146: Standard Test Methods for Sampling and Testing Bitumen -Saturated Felts and Woven Fabrics for Roofing and Waterproofing, and ASTM D 6136: Standard Test Method for Kerosine Number of Unsaturated (Dry) Felt by Vacuum Method. Sampling: The sample received from Warrior Manufacturing on July 24, 2008 was a full factory labeled roll of felt. WRMI-008-02-02 PRI-CMT Accredkations: [AS TL-189: Miami -Dade 11-0429.050 Florida TST58784 Los Angeles TA24819: CRRC The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of staled client No reproduction or facsimile in any form can be made without the client's permission This report shall not be reproduced except in full wrthout the written approval of this laboratory. PRI Construction Materials Technologies LLC assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report. PF0C&0nawWAMaIzTKfrdWiesLLC 6408 Badger Drive Tw paa FL 33610 Tel. 813.8215-M Fas 813.621-5840 &nd malenalstestk g@pricrtV.com WebSde: htlp:Itwww.prxmtcom Warrior Roofing Manufacturing ASTM D 226 for 30 Page 2 of 3 Breaking Strength (lbffin-width) 20 specimens; 1" x 6' x thickness; ASTM D 146 Cond. 2h @ 73.4±3.6°F & 50t5%RH; Test a 73.4±3.6°F- Rate=2in/min Longitudinal (with fiber grain) 66 N. .— Transverse (across fiber grain) 30:- is -.... Pliability [Pass/Fail] 10 specimens; 1" x 8" x thickness; ASTM D 146 radius radius Cond. 10-15min in water @ 77±1.8.F; Test 90° around radius in 2s Longitudinal (with fiber grain) Pass 1 foEiiifcesf=LIN- toFa iiices-'` Transverse (across fiber grain) Pass t`If Eailifes== 1tEaiiur es Loss on Heating (weight %) 2 specimens; 12" x 6' x thickness; ASTM D 146 2 Test Cond. 221±5 F for 5h±3min d-___:!'. e'.;' ri.•-.`''',. i_ t tee.+;-.=;--'.L .-:'.TM= :ra-_=s•..<'-,-_`a c'_=^-Ts=- R irie suansandlUlasses_,._.....,.,.,-;_=_:_::>;._..-_=:;-;.;:_•.,T a :_:..ic :.2z.-:iy E:_ _._ Y---,-:-:.,;;.—. c --^-yam =. -.i.: :T - _-Ts;M_f'" c..w';i `. y:r'-,cmr- ,. ''rx_.., .,. xt,_u.. - - - -- - _' -- - a?_Z_-_'- :-y ..s,,; . c5-v.•--=ti ^=T.-' Width of Roll (in) ASTM D 146 36 i-',:ice -:s_ =i.';.__ Variation, % 0.3 Area, min (ft2) ASTM D 146 216 Moisture at Point of Manufacture (%) ASTM D 146 NT As Received 3.0s4 3tr-; Net Mass of Saturated Felt (lb/1 ASTM D 146 27.3-a_r-_- Mass of Saturant (lb/100ft2) ASTM D 146 15.9 Percent Saturation (%) ASTM D 226 150 b0' ; 1 Saturation Efficiency (%) ASTM D 226 NA Mass of Desaturated Felt (lb/IOW) ASTM D 146 10.6 Ash (%) ASTM D 146 4.0 Continued on Following Page WRMI-008-02-02 PRI-CMT Accreditations: IAS TL-189; Miami -Dade 11-0429.05; Florida TST5878, Los Angeles TA24819: CRRC The test results, opinions, or interpretations are based on the material supplied by the client. This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission. This report shall not be reproduced except in full without the written approval of this laboratory. PRI Construction Materials Technologies LLC assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report. PRI Construction MaWaIs Technobgies LLC 6408 Badger Drive Tampa FL 33610 Tel: 813-621-SM FmL B73621-58W e-°gall• maW&Ieslirg@ptffLcom WebSi e: httpjAvww pricmt.mm Warrior Roofing Manufacturing ASTM D 226 for 30 Page 3 of 3 NT- Not Tested; NA- Not Applicable Statement of Compliance: The product tested is compliant with ASTM D 226: Standard Specification for Asphalt -Saturated Organic Felt Used in Roofing and Waterproofing as Type II (No. 30).-_ 229111112,__ Signed: jz/_ Signed: Brad rzyb0w,4 i Managing Director Date: .1T16qfhl Date: f0Nx 1s: Report Issue History: Issue # Date Pages I Revision Description (if applicable) Original 07/24/2008 3 NA Revisionl 11/09/2011 3 Revised to exclude reference to Florida Building Code 2007. Reissued. END OF REPORT WRMI-OOB-02-02 PRI-CMT Accreditations: IAS TL-189; Miami -Dade 11-0429.05• Florida TST5878; Los Angeles TA24819: CRRC The testtesufts, opinions, or interpretations are based on the material supplied by the client This report is for the exclusive use of stated client. No reproduction or facsimile in any form can be made without the client's permission This report shall not be reproduced except in full without the written approval of this laboratory. PRI Construction Materials Technologies LLC assumes no responsibility nor makes a performance or warranty statement for this material or products and processes containing this material in connection with this report. PRI Co islaxt on MaterWis Technologies LLC 6408 Badger Dfin TampQ. FL 33610 Tel B13-VI-SM F= 813V 1-5840 e-mail ma1a6dsteslinp@pricmLcom WebSde htWJMww.picmLcom CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: x Documented Construction Value: $ Job Address: F"k CA -1y 1r Q Historic, District: Yes No Parcel ID: Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use MoveEl Description of Work: 1 n,ka t ew 3,5 D1n \VkC_ uJ\' -= UWt.V V-e--i1 •VI U Plan Review Contact Person: Title: fit c, tk Phone: Fax: Email: . aY Q S Property Owner Information Caal Name Pt ul-\x'e V Q.S Phone:, Street: Y1;U V 1 a pp l 2.6b Resident of property? City, State Zip: Dr Q- Contractor Information Nameb t -- Phone:• Street: 21'> SCL.tncS,S _' AFax: City, State Zip: FL 3Z1q'Z, State License No.: 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. 1 understand that a separate permit must be secured for electrical, work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date:.5'" Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application i 7 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 be done in compliance with all applicable laws re Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID information is accurate and that all work will instructipn and zoning. Sibature of ontractor/Agent Date V_,wIYL ls V*-Q Print Contractor/Agent's Name Signature o ttill tiyi XEUY WEBSTER Notary Public - Still of Florida y i Commisslon I FF 978034 My Comm. Expires Apr 4, 2020 Contractor/A e tW9RMrMWvM Woe Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Gas Roof Flood Zone: _ of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application ti UNIVERSAL, llUMftv*wtNcr. 9 brMloorder Nos 93104583-3 17.0000 ENGINEERING SCIENCES Repo 092K 71192017 C WMAIUrc ft Ozrd mxc ErIgFneaiWn - ErWk0- l aueerazll 5¢lirm rs G Sftwes -C,o mawujs iTesmzq --1 rribo dl P WWeq Crt4ccinsna - Baru Pmvelm - SuMi iq Code Aoalhn -a iamra6mm 3532 Maggie Blvd, Orlando, 32811 - P: 407.423.0504 • F: 407.423.3106 In -Place Density Test Report r v cl-rent UES Technicians Todd Boyd 52M Vineland Road, Suite 200 Date TestedOrlando. FL 32811 Project: . r Project tam Preserve, House Lot Testing - Area Tested: Lot 114 (2629 Flicker Cove) Type of Test: Material: Native _ Field: ASTM D-2937 Drive Cylinder, Method Reference Datum: 0 Bottom of Footing Laboratory: ASTM D1557 Modified Proctor iThe tests bellow meet One nirrunum 95% reAdiae sail 11; --fi 1 requierroerof Laboratwy Proctor rrrao mxn dry densitY- Test Nn 1 L, nraGan ofTest Rogge p nu Fier/ inu Sob pacow rim-, DWO CAI Piss or Fat 11 North tooter 0-11t TOWS-8 10.6 104.9 6.8 98 WA Pas: 12 South 12 9 106.8 10.6 105.5 7.1 99 WA Pas: 13 East toolbar 12 R 106.8 10.6 104.9 7.4 98 WA Pas: 14 Soutlrwest corner of pad (T.O.F.) 1 2 g 106.8 10.6 105.6 7.3 99 WA Pas: 15 Nortt>east corner et pad (T_O_F_) 2-3 R 106.8 10.6 106.5 7.8 100 WA Pas: Remarkm T.O.F.=Top ofFW s I i i+ l Tn nn{nh/inh a ...•.{.rel nm{nn{:nn {n I In:..nrrolrn alien{r Fhn D..hl:n ena n..'rnhrnn ell rorv,An o.o n..hm:{{nd nn mnf..Inn{iel n.n.,nA.• ni nr.r ..IisnM end e•.{hnri n{:n.. r r 1 N 1 _ ti D ,.S IPTION AS FURNISHED: Lot 1 14, WYNDHAM, PRESERVE, as recorded in Plat Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. BOUNDARY TOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America REMAINDER OF LOT 13 PALMERS SUBDIVISION (PLAT BOOK 2, PAGE 41) B.B.)S 89043' 10" W 40.00' 39 3' 39.3' LOT 114 5 7' r, 16.7' O,t,i9i• 00 C 9p 12.0'0 5.6' W 9 ry9 OF LO O h h O LOT 115 CO p FORMBOARD FOUNDATION O LOT 113 c TOF= TOP OF FORM FORM e AVERAGE- 29.91' co ry°+ L pF 5.7' 9. 0 e'IQ ti OF fo c,, 19.3' 5.6' SEr13ACKS AS FURNISHED FRONT = 25'(•) REAR = 20' SIDE = 5' (40' LOT) 7.5' (60' LOT) 10' (75' LOT) S10F SIHF.ET = 25' (60- & 75' LOT) 15' (40' LOT) 2.5' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM OF (2) IN SUCCESSION AT 25' PROPOSED = FINSHED SPOT GRADE ELEVATIONS III R DRAINAGE PLANS 0 PROPOSED DRAINAGE FLOW t F LOT GRADING TYPE B OQO PROPOSED F.F. PER PLANS = 29.9' Q 25.4' 10' UTIL. ESMT. S 89043' 10" W 40.00' OC'e GFLICKER COVE' 50' PRIVATE RIW) 28. _— _ _ - 0 (PC) r CRUSE, YVWE TR-SCOTT & ASSOC., INC. - LAND S'URVTTYORS LLICND - LEGEND - 5400 E COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 p FPLAT FIELDPDL. TYP. POINT ON LINE TYPICAL NOTES: .. in IRON PIPC IRON ROD PR[. P.C.C. POINT Or REVERSE CURVATURE DINT DF COCOMPOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF CrI. HHCONCRETMONUMENT E RAD. RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES V T I R. I/2-1I.R, •/RLR 4596 N.R. NDN-RADIAL 2. UNLESS EMBOSSED WITH SURVE)OR'S SIGNATURE AND ORIGINAL RAISED SEAL, THIS SURVEY MAP OR COPIES ARE NOT VALID. RLC RECOVERED W.P. WITNESS POINT 3. THIS SURVEY WAS PREPARED FROM TIRE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS F.O. C. POINT OF BEGINNING CALL CALCULATED OR FJ,SEMFNTS MAT AFFECT THIS PROPERTY. I•.O. 0 POINT OF COMMENCEMENT ARM PERMANENT REFERENCE MONUMENT 4 NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. CENTERLINE NAIL t DISK FF. BUILDINGFINISHED FLOOR ELEVATION BUILDING SETBACKLINEC. THIS SURVET'IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENT11Y. R, RiW R[GNT-OF-Vnr N, RR. BENCHMARKS. DIMENSIONS SIIOWN FUR Tiff LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY ONES. FSMT. EASEMENT R.R. BASE REARING 7. BEARINGS, ARE'LASEU ASSUMED DATUM AND ON THE LINE SHOWN AS O4SE BEARING (B.S.) DRAIN. DRAINAGE S. ELEVATIONS, IF SHOWN, ARE MSL'D ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. UTII VDrE. TrC UTILITYCHAIN LINKFENCEV000 FENCE 9 CERTITCATE OF AUTHORIZATION No.•4596. C/D CONCRCTC BLOCK SCALE i 1` 1D' — DRAWN BY: • r. POINT OF CURVATURE BY. P. i Ise PONT OF TANriENCY DLSCRIPTION CERTIFIED DATE ORDER No. MI P" I FORM60ARD FOUNDATION/ELEVS. 07-26-1 7 3046- T 7 ARC LENGTH L DELTA1 REDO FORMBOARD FOUNDATION/ELEVS. 08-04-T7 3240-17 CHORD F. N CIIDRD RFnRING NORTH THIS BUILDING\ PROPERTY DOES NOT LIE WITHIN --• — -•-T - - THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM' TOId HI SEN EYER, R..S. i 4714 70NI •X' MAP 1121 17CO090 F (09-28-07) JAMES SCOT , R.L.S q 4801 a Revision - mo Response to Comments City of Sanford Building & Fire PreventionDivision Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # \ Z • \, \ y Submittal Date \\ aol \1 Project Address:aCookq //q Contact: ' M : c a__\\¢ . ems' '• Sou Ph: ol cjc.q -6\35 Email: cz-, \ , csom Trades encompassed in revision: U Building Plumbing Electrical Mechanical Life Safety Waste Water Fax: General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention Building it- L9 • r 7 r lv4d fl ft gm te6JOYZ' V 5 RECORD COPY R I It Vale- JIL I 1;; (' ISM D kdvaniege Plumbing, IrI / 1-1cense # ..- / .. signature y 3 o e<Aool s C D, DESCRIPTION AS FURNISHED: Lot 114, WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America REMAINDER OF LOT 13 PALMERS SUBDNISION (PLAT BOOK 2, PAGE 41) B.B.)ISI 89043' 10" W REC. 1/2" I.R. NO I.D. REC. 1/2"" I.R. 40.00' 0.1' NORTH i.0' EAST (WP) NO I.D. k_f LOT 114 v (7- 39.3' 39.3" 14 3.5'xJ.5' AC PAD- 5.7' 16.7' o COVD. c6 CONC. 5.6' Z" Q I'1 LOT 115 r LOT 113 A TWO STORY ? r` yA$ OO ti RESIDENCE F.F.=29.90" `s 5.7' 9.3' o CO". Wi CONC. 0 19.3" 5,6' BRICK WALK Li BRICK WALK 25.4' 25.4' 0.1' 10, UTIL. ESMT. 0.2 O28.7J" ECREC. 1/2" I.R. 5' CONC. WALK . 1/2—I.R. — - 0 (PC) NO I.D. NO I.D. SETBACKS AS FURNISHED 0.2' SOUTH (WP) S 89043'10" W 0.2' SOUTH (WP) FRONT - 25'(') REAR = 20' 40.00' SIDE 5' (40' LOT) 7,5' (60' LOT) 10' (75' LOT) tt9 by rye. rye• eta SIDE STREET = 25' (60' do 75' LOT) GPD GPO 15' (40' LOT) FLICKER COVE 25' FRONT SETBACK CAN BE REDUCED 50' PRIVATE R/W) TO 20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM OF (2) IN SUCCESSION AT 25' PROPOSED = FINSHED SPOT GRADE ELEVATIONS PER DRAINAGE PLANS G PROPOSED DRAINAGE FLOW LOT GRADING TYPE B oQ0 PROPOSED F.F. PER PLANS 29.9" QP GR US E7NMEYL'R — SCOTT do ASSOC, INC. — LAND ,S'UR VEYOR,1 7 LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658- 1436 P . PLAT PAL • POINT ON LINE F FIELD TYP. • TYPICAL NOTES: I r IRON PIPE PR.C. POINT Or REVERSE CURVATURE I R. COON ROD P.C.C. POINT OF COMPOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY TENT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER SJ-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES CH CONCRETE MONUMENT RAD. RADIAL E7 I R 1/2- I.R../All 4596 MR, NON -RADIAL W.P. WITNESS POINT 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL THIS SURVEY MAP OR COPIES ARE NOT VALID. 3 THIS SURVEY WAS PREPARED FROM 77TLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONSkLC. - RECOVLRED P.O.D POIH1 OF BEGINNING CALL •CALCULATED N.O.0PDINT Or CONXENCEXEN7 PR1L PERMAHLNT REFERENCE MONUMENT OR EASEMENTSTHAT AFFECT THIS PROPERTY. 4, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. ELEVATION YLENTERLINSF.F..SFINISHEDSETBACK DSLBUILDINGSEiIACKLINE 5, THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENT71Y. NAD NAIL L DISK R/ W RIGHT -Or -VAT D.M. BENCHMARK 6. DIMENSIONS SHOWN FOR THE LDCA110N OF IMPROVEMENTS HEREON SHOULD NOT BE USED t0 RECONSTRUCT BOUNDARY LINES. ESMT, EASEMENT D.D. BASE BEARING DRAIN. DRAINAGE 7. BEARINGS. ARE SSED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.S.) 6. ELEVATIONS IF SHOWN. ARE WED ON P,JKM/AL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. UT IL.UTILITY CL FC CHAIN LINK FENCE 9. CERTIFICATE OF AUTHORLU17ON NO, 4596. vnrc. WOOD FENCE C/ D CONCRETE DLOCK SCALE I-- 1 • 20' DRAWN BY: PC POINT Or CURVATURE P T • POINT OF TANGENCY DATE CERTIFIED BY: O( SC. DESCRIP7IUN R RADIUS r FORMBOARD FOUNDATION/ELEVS. 07-26-1 7 3046- 7 7 L ARC LENGTH I REDO FORMBOARD FOUNDATION/ELEVS. 08-04- 17 3240-17 D DELTA C cN1ORD FINAL/ELEVS. 02-28-18 1190-18 C N f110R0 9EARING NORTH 17r R.S. THIS BUILDING\PROPERTY DOES NOT LIE WITHIN FIRM' TO GRUSENM ER/ / 4714 IHE ESTABLISHED 1U0 YEAR ROOD PLANE AS PER JAM . SCOTT, .LS / 4801 LONE • x• MAP /' 121I7C0090 F (09-28-07)