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3824 Saltmarsh Lp 18-817; NEW SFH1 CITY OF SANFORD BUILDING & FIRE PREVENTION wo 1, p Kin 1+ ; PERMIT APPLICATION APP lication No: Q Documented Construction Value: $ 126,502.00 Job Address: 3824 Saltmarsh Loop, Sanford 32771 (Lot 20) Historic District: Yes No Parcel ID: 17-20-31-502-0000-0200 Residential © Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use -Move Description of Work: Construction of new single family residence Plan Review Contact Person: Michelle Parkison Title: Permitting Manager Phone: 407-529-3135 Fax: Email: mparkison@narksguarehomes.com Property Owner Information Name Park Square Enterprises LLC Phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 Resident of property? : City, State Zip: Orlando, FL 32811 No 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. / MJS Home Designs Architect/Engineer Information 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: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 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 estfmatdd 'construction value of the job at the time of submittal. The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. O'?•12l• !8 cal• 18 Signature of Owner/Agent Date Signature of Contractor/Agent Date Vishaal Vishaal Gupta Print Contractor/Agept3si MMt , I a . / Signs a of Notary -State of Florida Date JAY Y ••., MICHELLE PARKISON Np Signaturf of Notary -State of Flori A, . • :. ht• •' DatMICHELLE PARKISON Notary Public - Slate of Florida Commission # GG 157861 f• : Notary Public - Slate of Florida Commission # GG 157861 7 My Comm. Expires Nov 5, 2021 Bonded Maw" uuou' a= My Comm. Expires Nov 5.2021 w. %, !., Owner/Agent i o Bonded mmuo Naftd NotM Am Contractor/Agent is 1 Personally Known to Me ornoor Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[]Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: 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: A6,4 WASTE WATER: ENGINEERING: FIRE: COMMENTS: BUILDING: Revised: June 30, 2015 Permit Application COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100001 BUILDING APPLICATION #: 18-10000110 BUILDING PERMIT NUMBER: 18-10000110 DATE: February 06, 2018 41l 9 51 a 0 O UNIT ADDRESS: SALTMARSH LOOP 3824 17-20-31-502-0000-0200 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: Park Square Enterprises LLC ADDRESS: 5200 Vineland Road, Suite 200 ORLANDO FL 32811 LAND USE: Wyndham Preserve TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3824 SALTMARSH LOOP/ WYNDHAM PRESERVE LOT 20 SFR DETACHED 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 Family Housing 5,000.00 1.000 dwl unit 5,000.00PASingle LAW ENFORCE N/A 00 00 DRAINAGE N/A AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, n TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE BUT NO LATER THAII' CERTIFICATE OF OCCUPARY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS 10MAYBEPICKEDUP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE CITY OF SANFORD BUILDING 8t FIRE PREVENTION it 0 V, I PERMIT APPLICATION Application No: Q J 7 Documented Construction Value: $ Job Address: 3824 Saltmarsh Loop, Sanford 32771 (Lot 20) Historic District: Yes No Parcel ID: 17-20-31-502-0000-0200 Residential ® Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: Construction of new single family residence Plan Review Contact Person: Michelle Parkison Title: Permitting Manager Phone: 407-529-3135 Fax: Email: mparkison0parksquarehomes.com Name Park Square Enterprises LLC Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 Property Owner Information Phone: 407-529-3000 Resident of property? : Contractor Information Name Park Square Homes/ Vishaal Gupta Street: 5200 Vineland Rd Suite 200 No Phone: 407-529-3000 Fax: 407-529-3001 City, State Zip: Orlando, FL 32811 State License No.: CRC1330351 Arch. / MJS Home Designs Architect/Engineer Information 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: Bonding Company: Address: 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. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51" Edition (2014) Florida Building Code Revised: June 30, 2015 1 3 U : Permit Application CE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be in the public records of this county, and there may be additional permits required from other governmental entities such as water ranagement districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. o?•Jci• 18 0l• 18 Signature of Owner/Agent Date Signature of Contractor/Agent Date Vishaal Gupta Vishaal Gupta Print Owner/Agent's tJame---,, Print Contractor/Agegt+s v " ' Dat#AICHELLE PARKISONSignataofNotary -State of Flonda Date Signatur of Notary -State of Flori ,,,,Y .., l :t • : Notary Public - Slate of Florida 0.01 MICHELLE PARKISON fA''Commission # GG 157861NotaryPublic - State of Florida :, 117 / My Comm. Expires Nov 5, 2021Commission # GG 157861't3adea IhrrNational Notary Atsn. MyComm. Expires Nov 5, 2021 to ........ Bonded throuo NatxxA Notary Am. Owner/ Agent i o n o o Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Dr Electrical [k Mechanical 2 PlumbingRr Gas[] Roof Construction Type: V S Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Iq 1 i! Min. Occupancy Load: \ O # of Stories: New Construction: Electric - # of Amps «O Plumbing - # of Fixtures k IL Fire Sprinkler Permit: Yes No a # of Heads APPROVALS: ZONING Ib I0 UTILITIES: COMMENTS: Fire Alarm Permit: Yes Noro WASTE WATER: ENGINEERING: NtzL FIRE: BUILDING: !2E 3.25'• I $ Ok to construct single family home with setbacks and impervious area shown on plan. 51.9 o/o ;"e. 1349 m;kan- Al C& Revised: June 30, 2015 Permit Application GRANT MALOYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BY. 9105 Ps 1912 (1Pss) CLERK'S * 2018037752 RECORDED 04/06/2018 12:18::3 PM RECORDING FEES $10.00 RECORDED BY hdevore THIS INSTRUMENT PREPARED BY: Name: Michelle Brana Address: 5200 Vineland Road Suite 200 Orlando. Florida 32811 NOTICE OF COMMENCEMENT Permit Number Parcel ID Number: 17-20-31-502-0000- Oaoo 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 clo Wyndham Preserve Plat Book 81 / Pages 93-102 2Ba14 ls T 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: Park Square Enterprises LLC 5200 Vineland Rd Suite 200 Orlando FL 32811 Interest in property: Fee Simple Fee Simple Title Holder (if other than owner listed above) Name: Address: 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 Amount of Bond: N/A 8. LENDER: Name: Fifth Third Bank Phone Number: Address: 5050 Kingsley Dr. MD: 1 MOC3J Cincinnati, OH 45227 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. Name: Phone Number: Address: 8. In addition, Owner designates of to receive a copy of the Lienors Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 8. Expiration Date of Notice of Commencement (The expiration Is 1 year from date of recording unless a different dale is specified) WARNING 7D 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. Sipnature of Owner or Lessee, or Ownees or Lessee's AutWzed OPocer0ractor/Partner/Manager) State of V;J,c1V-i dc. County of Vishaal Gupta, Executive Vice President Print Name and Provide Signatory's TWe/OHke) The foreg Ing Instrument was acknowledged before me this 9--) day of 20 I by Who i ersonally known to me OR Name ol persoh awking statement who has produced Identification O type of Identification produced: MICHELLE PARKISON Notary SipneA ' •- Notary Public - State of florid Commission # GG 157861 a 0 .* MY Comm. Expires Nov 5. 2021 9orsW Wotgh National Notary Am. Ic_i, p C00010C4V O( `" , a PNO COMA ,P OEpt1 C`Y. e oa P1877=4 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: 3824 Saltmarsh Loop Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-0200 Phone Number: 407-529-3000 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) O FICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain []floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 18-817 Reviewed by: Michael Cash, CFM Date: February 13, 2018 Application for Paved Driveway, Sidewalk or 1641, Dq Walkway Including Right -of -Way Use & Ft°R;Landscaping in Right -of -Way www.santardfl.gov Department of Planning & Development Services 300 North Park Avenue, Sanford. Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authonzes 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 other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Knowwulsbelaw. size and location of the existing right-of-way and use shall be provided or application could be delayed. Callbeforayoudia 1. Project Location/Address: 3aay mO.rSh I Coo, Satr gQY-(i 2. Proposed Activity: X Driveway Walkway El Other: 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of work: Construction of new driveway for new single family residence This application is submitted by: Property Owner. Signature: Print Name: Vishaal Gupta Address: 5200 Vineland Rd Suite 200 Orlando, FL 32811 Phone: (407) 529-3135 Fax: Email. mparkison@parksquarehomes.com Date: GI • /Q ' /S 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 installation/improvement fully restoring the right-of-way to its previous condition In the event that any future construction of roadways, utilities, stornwater 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 Requestors property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnity, 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 have read217 dthe above statement and by signing this application I agree to its terms. Signature: Date: This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. 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: 2- 13 - W l b Date: November 2015 ROW Use Driveway pdr LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: a • /o'? A I hereby name and appoint: David Mercer an agent of: Park Square Homes Name of Company) 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): O The specific permit and application for work located at: Address) Expiration Date for This Limited Power of Attorney: /0 • ?) I. &c/A License Holder Name: Vishaal Gupta State License Number: CRC1330351 Signature of License Holder: STATE OF FLORIDA COUNTY OF Orange The foregoing instrument was acknowledged before me this Ja day of V , 204$ , by Vishaal Gupta who is g(personally known to me or who has produced identification and who did (did not) take_yn oAth--1 Notary Seal) MICHELLE PARKISON Notary Public — State of Florida Commission p GG 157861 My Comm. Expires Nov 5, 2021 acH 3 Bonded IMpsgh NabonO Notary Assn. Rev. 08.12) C Sign lure Print or type name Notary Public - State of Glor.cb. Commission No.r IS-IR(o / My Commission Expires: 11- S •o'222! as THIS INSTRUMENT PREPARED BY AND UPON RECORDING, PLEASE RETURN TO: R. Travis Retz, Esq. GODBOLD, DOWNING, BILL & RENTZ, PA 222 W. Comstock Avenue, Suite 101 inter Park, FL 32789 GRANT MALOY SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLERBY. 9033 Pas 5-8 (4P9s) CLERK'S A 2017121544 RECORDED 12/01/2017 02:45:57 PMDEEDDOCTAX $5 376.00 RECORDING FEES $35.50 RECORDED BY hdevore ABOVE THIS LINE FOR RECORDING DATA] ----- —-------- —--------- ------ ---. SPECIAL WARRANTY DEED THIS SPECIAL WARRANTY DEED is made and entered into as of the day of November, 2017, by and between BRISSON INVESTMENTS, LLC, a Florida limited liability company, whose post office address is 27 North Summerlin Avenue, Orlando, FL 32801 Grantor"), to PARK SQUARE ENTERPRISES, LLC, a Delaware limited liability company, whose address is 5200 Vineland Road, Suite 100, Orlando, FL 32811 ("Grantee"). Wherever used erei#' the terms "Grantor" and "Grantee" shall be deemed to include all the parties to this Spezia NVarranty Deed and the heirs, legal representatives and assigns of individuals and the cde5sors and assigns of corporations. The singular shall be deemed to include the plural, and vi e o a, where the context so permits. TNESSETH: THAT, for and in consideratioXofdhe sum of Ten and No/100 Dollars ($10.00) and other good and valuable considerations, theerVeceiit and sufficiency of which is acknowledged by Grantor, Grantor hereby grants, bargains, sells veys and confirms unto Grantee all that certain real property together with the improvernAR ereon (hereinafter collectively referred to as the "Real Property") in Seminole County, Florida,Vojearticularly described as follows: See Exhibit "A" attached hereto and incorp'ogated herein by this reference. Y 0 TOGETHER WITH all the tenements, hereditaments"`t'ipurtenances thereto belonging or in any way appertaining. TO HAVE AND TO HOLD the same unto Grantee in fee simple, forever. AND Grantor hereby fully warrants the title to the Real Property and will defend the same against the lawful claims of all persons claiming by, through or under the Grantor, but not otherwise; the foregoing subject to, real estate taxes or assessments for 2018-and the matters set' forth on Exhibit "B" attached hereto and incorporated herein by this reference, all of which, by reference hereto, shall not serve to reimpose same. Book9033/Page5 CFN#2017121544 Page 1 of 4 IN WITNESS WHEREOF, Grantor has caused this Special Warranty Deed to be executed as of the day and year first above written. Signed, Sealed and Delivered in the Presence of: Print Name: 1'cs AE;' C Print Name:C— V o STATE OF FLORIDA COUNTY OF ORANGE GRANTOR: BRISSON INVESTMENTS LLC, a Florida limited liability company M- The foregoing instrument was acknowledg<dgb 2017, by Robert Zlatkiss, as Authorized Representatiy limited liability company, on behalf of said entity. He is as identification. RON",PAM F6M wcommmWeROM eo e e nw Modn Pitlolkd.r0in A. me this 2 , day of November, Irissojj,j0vgZments LLC, a Florida pally known to me r has produced Notary Public, St ZJD-Flop a Seal) Book9033/Page6 CFN#2017121544 Page 2 of 4 Exhibit "A" Legal Description Lots 19, 20, 21, 42, 43, 73, 74, 75, 76, 133, 134, 135, 148 and 178, Wyndham Preserve according to the Plat thereof as recorded in Plat Book 81, Page 93, Public Records of Seminole County, Florida. Book9033/Page7 CFN#2017121544 Page 3 of 4 Exhibit "B" Permitted Exceptions 1. Annexation Ordinance recorded October 13, 2005 in Book 5950, Page 1143. 2. City of Sanford Development Order No. 12-20 recorded August 16, 2012 in Book 7835, Page 76; re -recorded October 5, 2012 in Book 7870, Page 613; and corrected and recorded September 11, 2014 in Book 8330, Page 60. 3. Cooperation Agreement between Serengeti Properties, LLC, a Florida limited liability company and Brisson Investments LLC, a Florida limited liability company, recorded October 31, 2012 in Book 7889, Page 598 and Amendment to Cooperation Agreement recorded Octo er 26, 2016 in Official Records Book 8793, Page 289. 4. Provisions o ' j lam Preserve, recorded in Plat Book 81, Pages 93 through 102, inclusive. 5. Declaration and Dedicarnof Avigation Easement and Related Covenant and Agreements recorded May A 017 in Book 8916, Page 1019. FjAr 6. Declaration of Covenants, Con d o Easements and Restrictions for Wyndham Preserve recorded July 5, 2017 in Bqk 8947, Page 158. 7. Memorandum of Post Closing Agreement ded August 3, 2017 in Official Records Book 8965, Page 159. • 8. Zoning, ordinances and/or restrictions and prohibi i. `shim osed by governmental Authorities. V O5 Book9033/Page8 CFN#2017121544 Page 4 of 4 REQUIRED INSPECTION SEQUENCE PARK SQUARE HOMES SFR-DETACHED Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Address: 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 U IVI 'PI°rBII G.PER'Mi 4. 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 RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 020 Milan A RHG - E Builder Name: 1b.r VA Jgt w r2. Wb v-^e5 Street: 3824 Saltmarsh Loop SanfordPermitOffice: Cw9iCity, State, Zip: Sanford , FL, 32771 Permit Number: 8 - 8 1 7 USANFORDOwner: Park Square Homes Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (1633.3 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1334.70 ft2 b. Frame - Wood, Adjacent R=11.0 298.67 ft2 3. Number of units, if multiple family 1 c. N/A R. f12 4. Number of Bedrooms 3 d. N/A R= ft2 S. Is this a worst case? No 10. Ceiling Types (1349.0 sqft.) Insulation Area a. Under Attic (Vented) R=30.0 1349.00 ft2 6. Conditioned floor area above grade (112) 1349 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(183.0 sqft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 269.8 a. U-Factor: Dbl, U=0.55 105.00 ft2 SHGC: SHGC=0.22 b. U-Factor. Dbl, U=0.58 64.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC-0.25 a. Central Unit 28.6 SEER:16.00 c. U-Factor: Dbl, U=0.54 14.00 ft2 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 27.8 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.335 ft. Area Weighted Average SHGC: 0.233 14. Hot water systems 8. Floor Types (1349.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1349.00 ft2 b. Conservation features EF: 0.900 b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.136 Total Proposed Modified Loads: 43.18 PASSTotalBaselineLoads: 47.11 1 hereby certify that the plans and specifications covered by Review of the plans and this calculation are in compliance with the Florida Energy specifications covered by this 04-( 1dE Code. y; Digitally signed yBojan calculation indicates compliance yam.,,, PaukovlcBoanPaukovic2018.02.09 10:36:a4J with the Florida Energy Code. 9YDate: PREPARED BY: _ ' Aq'AA' Before construction is completed s DATE: this building will be inspected for I compliance with Section 553.908 I hereby certify that this building signe , 's in compliance Florida Statutes. with the Florida Energy C COp K.ET4J OWNER/AGE BUILDING OFFICIAL: DATE: C;10 1A DATE: ?s• 2S .1 Ir Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNETACC 380, is not greater than 0.030 On for whole house. 2/9/2018 10:15 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2017 PROJECT Title: Building Type: Owner Name: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 020 Milan A RHG - E Bedrooms: 3 User Conditioned Area: 1349 Park Square Homes Total Stories: 1 1 Worst Case: No Rotate Angle: 90 City of Sanford Cross Ventilation: No 691500 Whole House Fan: No Single-family New (From Plans) Address Type: Lot # Block/Subdivision: PlatBook: Street: County: City, State, Zip: Street Address 20 WYNDHAM PRESERV 3824 Saltmarsh Loop Seminole Sanford , FL, 32771 CLIMATE Design Location Design Temp TMY Site 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1349 12545.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms Infd ID Finished Cooled Heated 1 Main 1349 12545.7 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 143 ft 0 1349 ft2 0.29 0 0.71 ROOF Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Barrel tile 1509 ft2 0 ft2 Dark 0.9 N 0.9 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1349 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1349 ft2 0.1 Wood 2/9/2018 10:15 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2017 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below it SpaceQrntTnWallType 1 N=>E Exterior Concrete Block - Int Insul Main 4.1 11 0 9 4 102.7 112 0 0 0.8 0 2 E=>S Exterior Concrete Block - Int Insul Main 4.1 57 6 9 4 536.7 ft2 0 0 0.8 0 3 S=>W Exterior Concrete Block - Int Insul Main 4.1 30 0 9 4 280.0 112 0 0 0.8 0 4 W=>N Exterior Concrete Block - Int Insul Main 4.1 44 6 9 4 415.3 f12 0 0 0.8 0 5 NE Garage Frame - Wood Main 11 32 0 9 4 298.7 112 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area R In Ft In 1 N=>E Insulated Main None 39 3 8 24 ft2 2 -->NE Wood Main None 39 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered orientation => changed to As Built rotated 90 degrees). V Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 n=>E 1 Metal Low-E Double Yes 0.54 0.25 N 6.0 ft2 4 It 8 in 5 It 8 in Drapes/blinds None 2 E=>S 2 Metal Low-E Double Yes 0.55 0.22 N 45.0 f12 1 It 0 in 1 It 4 in Drapes/blinds None 3 E=>S 2 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 1 It 0 in 1 It 4 in Drapes/blinds None 4 s=>W 3 Metal Low-E Double Yes 0.55 0.22 N 30.0 f12 1 It 0 in 1 It 4 in Drapes/blinds None 5 S=>W 3 Metal Low-E Double Yes 0.58 0.25 N 64.0 ft2 7 ft 4 in 1 ft 4 in None None 6 W=>N 4 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 1 It 0 in 1 ft 4 in Drapes/blinds None 7 W=>N 4 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 1 It 0 in 1 It 4 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 391 ft2 391 f12 48It 9.3It 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 1463.7 80.35 151.12 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:9 27.8 kBtu/hr 1 sys#1 2/9/2018 10:15 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2017 COOLING SYSTEM System Type Subtype Efficiency Capacity Au Flow SHR Block Ducts 1 Central Unit/ Split SEER: 16 28.6 kBtu/hr 858 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Ceti Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS Supply ---- Return ---- Air CFM 25 CFM25 HVAC # J # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 269.8 it Main 67.45 it Prop. Leak Free Main cfm 40.5 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling(jjj Heatin[X) Jan jj jj Feb Id Mar Jan [X) Feb Mar j j A r j j j Apr j Ma X Jun X Jul May ] Jun j Jul Au AuSepJIS Oct Oct Nov Nov Dec Dec Ventin [ Jan [ ] Feb Mar XJ 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 60 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 2/9/2018 10:15 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 4 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 3824 Saltmarsh Loop Permit Number: Sanford , FL , 32771 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third parry. A written report of the results of the test shall be signed by the parry conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. S. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have.tight-fitting flue dampers or doors, and -outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air Ieakage.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 cim 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. 2/9/2018 10:15 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psi (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the parry conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 1056F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 2/9/2018 10:15 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Soler water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 2/9/2018 10:15 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity o1 fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC--Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.86C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically -turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 2/9/2018 10:15 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatorg)he energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. 2/9/2018 10:15 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 92 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst cases 6. Conditioned floor area (ft2) 7. Windows" Description a. U-Factor: Dbl, U-0.55 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.25 c. U-Factor: Dbl, U=0.54 SHGC: SHGC=0.25 d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 3824 Saltmarsh Loop, Sanford, FL, 32771 New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1334.70 ft2 b. Frame - Wood, Adjacent R=11.0 298.67 ft2 1 c. N/A R= ft2 3 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1349.00 ft2 1349 b. N/A R= ft2 Area c. N/A R= ft2 105.00 ft2 11. Ducts R ft2 a. Sup: Attic, Ret: Main, AH: Main 6 269.8 64.00 ft2 12. Cooling systems kBtu/hr Efficiency 14.00 ft2 a. Central Unit 28.6 SEER:16.00 ft2 3.335 ft. 0.233 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1349.00 ft2 b. N/A R= ft2 c. N/A R= ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Othe a new EPL Display Card will be completed based on installed Code compliant fea res. Builder Signature: Date: a IcZ ' 18 Address of New Home: aye City/FL Zip:. kBtu/hr Efficiency 27.8 HSPF:9.00 Cap: 50 gallons EF: 0.9 Pstat oll Og -fHE STq p 4G• a Al 0 A a f COD WE C J Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsuppor Ca energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 2/9/2018 10:15 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 0 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 020 Milan A RHG - E Builder Name: Street: 3824 Saltmarsh Loop Permit Office: City of Sanford City, State, Zip: Sanford , FL , 32771 Permit Number: Owner: Park Square Homes Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier, not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic ?paces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned sloace shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 2/9/2018 10:16 AM EnergyGauge® USA - FlaRes2017 FBC 61h Edition (2017) Compliant Software Page 1 of 1 Project Summary Job: Lot 020 Milan A RHG - E wrightsoft° Date: 09/08/2017 Entire House By. LF/RI/MC One Stop Cooling and Heating 7225 Sardscove Court Winer Party FL 32792 Phone: (407) 629 - 6920 fax: (407) 629.9307 Web wvm0neStopCoolirg.com License. CAG032444 For: Park Square Homes 3824 Saltmarsh Loop, Sanford, FL 32771 Notes: Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 68 OF Inside db 74 OF Design TD 26 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 49 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 16208 Btuh Structure 15413 Btuh Ducts 1598 Btuh Ducts 3312 Btuh Central vent (0 ckn) 0 Btuh Central vent (0 cim) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 17806 Btuh Use manufacturer's data n Rate/swin multipplier Equipmenisenslbleload 0.97 18239 BtuhInfiltration Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2389 Btuh Duds 681 Btuh Central vent (0 cfm) 0 Btuh Heating cooling none) Area (ft2) 1350 1350 Equipment latent load 3070 Btuh Volume (ft3) 12557 12557 Air thangesmour 0.45 0.23 Equipment Total Load (Sen+Lat) Req. SHR 21309 2.0 Btuh Equiv. AVF (c(m) 94 48 total capacity at 0.75 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR6030H1 Cond 4TWR6030H1 AHRI ref 7562380 Coil TEM6A0B30H21++TDR AHRI ref 7562380 Efficiency 9 HSPF Efficiency 13.0 EER,16 SEER Heating Input Sensible cooling 21450 Btuh Heating output 27800 Btuh @ 47°F Latent cooling 7150 Btuh Temperature rise 0 OF Total cooling 28600 Btuh Actual air flow 0 ctm Actual air flow 953 cfm Air flow factor 0 cfmABtuh Air flow factor 0.051 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point = 30 OF Bol ftfic vaWes have been manwi*ovenidl*n Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' 2017-Dec-2016:1754 W,.. ^--- ---- RigMSuleGUnversal20l8 l8.0.04 RSU16877 Page 1 J0es1dop\TEMP PRINK of 020 MdanA RHG - E.np Calc a MA Horse laces: E wrightsoft' Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardsoove Coin, Winer Park FL 32792 Plane: (407) 629 - 6920 Fax: (407) 629.9307 Web: wwwOneStopCoolirg.00m License: CAC032444 Job: Lot 020 Milan ARHG - E Date: 09/08/2017 By. LF/RI/MC 1 Room name Enure House NEED 2 E Osed wall 143.0 It 365 n 3 Room height 93 tt d 9.3 ft heat/ood 4 Room dimensions 16.0 x 13D R 5 Room area 13503 W 208.0 IP Ty Construction U-value Or HTM Area (112) Load Area (1[2) Load number BWhV--n Bbjw or perimeter (11) BWh) or perimeter (lt) BWh) Heat Cod Gross NAS Heat Cod Gross NAS Heat Cod 6 W 13A-40CS 0.143 ne 3.73 2.90 414 380 1418 1100 121 121 451 350 4AS201`11 0.550 ne 1435 22.14 30 0 431 664 0 0 0 0 485.2trn 0540 ne 14.09 23M 4 0 56 94 0 0 0 0 1ql L2 0.143 se 3.73 2.90 102 72 270 209 0 0 0 0 11 4813A-4= 5-21n 0540 se 14.09 13.67 6 6 85 82 0 0 0 0 p 1100 0390 se 10.18 1227 24 24 244 294 0 0 0 0 yl 13A40CS 0.143 9w 3.73 2.90 535 486 1813 1407 70 70 260 202 I---G 4A5.20m 0550 SN 1435 21.05 45 7 646 947 0 0 0 0 Ida 485-2tm 0540 sw 14A9 2237 4 1 56 89 0 0 0 0 v I— 13A4ots 0.143 nw 3.73 2.90 279 185 690 536 149 119 443 344 4A5-2om 0550 nw 1435 22.14 30 0 431 664 30 0 431 664 C 4AS2omd 0580 rnv 15.14 27.72 64 0 969 1774 0 0 0 0 R 12C-0sw 0.091 2.38 151 298 276 656 416 0 0 0 0 11DO 1613-30ad 0-1% 0.032 n 10.18 0.84 1227 1.76 21 1350 21 1350 217 1128 262 2374 0 208 0 208 0 174 0 3_66C F _ 22A.Ipm 1.180 30.80 0.00 1350 143 4404 0 208 37 1124 0 6 c) AED excursion 909 205 Envelope losstgain M14 11823 2883 2131 12 a) Infiltration 2694 971 688 248 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 4 920 2 460 ApplianaesAother 1700 0 Subtotal pines 6 to 13) 16208 15413 3571 2839 Less waemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 16208 15413 3571 2839 15 Dud loads 1 100/4 21% 1598 3312 10% 21% 352 610 Total room load 17806 18725 3923 3449 Air required (dm) 1 0 953 1 1 0 176 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr`ghtsoft- 2017-Deo-20161754 Rigl4-SuteSUniversal 2018 18.0.04 RSU16877 Page 1 Deslaop\ TEMP PRINT\Lot 020 MilanA RHG - Exup Cale- KW House taoes• E wrightsoft' Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court, Winter Park R. 32792 Phone: (407) 629. 6920 Fax: (407) 629 - 9307 Web: wAwOneStopCoolirg com License: CAC032444 Job: Lot 020 Milan A RHG - E Date: 09/08/2017 By. LF/RI/MC 1 Room name MTOI METH 2 E losed Nell 6.0 11 0 1t 3 Room height 9.3 4 heaVaool 93 ft heat/000l 4 5 Room dimensions; Room area 7.0 x 60 It 42A Ip 5A x 6.0 1t 30.0 IP Ty C instrtrmon number U-value BWh#P-n Or HTM Bluhw" Area or perimeters (It) 8tuh) rIF) or perimeter (11) Load Bluh) Heat Cod Gross NAS Heat Cool Gross NiP/S Heat Cool 6 1pl I--G 13A-40ts 4A5-2om 485-21m 0.143 0550 0540 no ne ne 3.73 14.35 14.09 2.90 22.14 2359 56 0 4 52 0 0 193 0 56 150 0 94 0 0 0 0 0 0 0 0 0 0 0 0f 11 l 13A-40rs 4B5-2tm 0.143 0540 s8 e 3.73 14.09 290 13.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p 11 DO 03W se 10.18 1227 0 0 0 0 0 0 0 0 13A-4ors 4A5.2om 0.143 0550 sw 9w 3.73 1435 2.90 21.05 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 485-21m 13A-40s 0.540 0.143 sw nw 14A9 3.73 2237 290 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2om 4A5-2omd 1210-09w 11 DO 168-30ad 0550 0580 OD91 0390 O.032 rtw rKv n 1435 15.14 2.38 10.18 0.84 22.14 27.72 151 1227 1.76 0 0 0 0 42 0 0 0 0 42 0 0 0 0 35 0 0 0 0 74 0 0 0 0_ 30 0 0 0 0 30 0 0 0 0 25 0 0 0 0 53 R LD C F 22A-tpm 1.180 30.80 0.00 42 6 185 0 30 0 0 0 6 c) AED excursion 6 1 Envelope loss/gain 470 312 25 52 12 a) Infiltration 113 41 0 0 b) Room ventilation- 0 0 0 0 13 Internal gams Ooalpanls@ 230 0 0 0 0 Appliances/olher 0 0 Subtotal pines 6 to 13) 583 352 25 52 Less exlemalload 0 0 0 0 1-m ransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 583 352 25 52 1151 Dua loads 1 10'/0 21% 57 76 100i0 21% 2 11 Total room load I 640 428 1 28 63 Air required (dm) I 1 0 22 0 3 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. f wr1-gtitsolf't- 2017-Deo-2016-1754 Right-Sute®Universal 2018 18.0.04 RSU16877 Page 2 1Deslcop\TEMP PRINrLot 020 MilanA RHG - Erup Calc- MJ8 House laoss• E wrightsoft' Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sandscooe Coot, Winter Park FL 32792 Phone- (407) 629 - 6920 Fax. (407) 629 - 9307 Web. wwwOreStopCoolirgcom License. CAC032444 Job: Lot 020 Milan A RHG - E Date: 09/08/2017 By. LF/RI/MC t Room name MAC BED2 2 Elgrosed Hell 0 f1 125 e 3 Room height 93 R heaVcool 93 R heatkod 4 5 Room dimensions Room area 1A x 56.5 4 565 IP 1.0 x 1265 tit 1265 W Ty Construction U-value Or HTM Area (tn Load Area (Il) Load number BtuhAlLfl BRrw or perimeter (It) Btuh) or perimeter (R) Btuh) Heat Cool Gross NAPS Heat Cool Gross NAS Heat Ood 6 4)I 13A-4ors 0.143 ne 3.73 2.90 0 0 0 0 116 101 378 293 4A5.2om OS50 ne 14.35 22.14 0 0 0 0 15 0 215 332 t CG 4B5-2tn 0540 ne 14.09 2359 0 0 0 0 0 0 0 0 4pl 13A flocs 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 11 I--( 4B5-2(m 0.540 se 14A9 13.67 0 0 0 0 0 0 0 0 p 71 D0 0.3W se 10.18 1227 0 0 0 0 0 0 0 0 yl 13A-4ocs 0. 50 143 sw 3.73 2.90 0 0 0 0 0 0 0 0 05 sN 14.35 21.05 0 0 0 0 0 0 0 0IT;G4AS-20m 4B5-2tn 0540 sw 14.09 22.37 0 0 0 0 0 0 0 0 1ql 13A-4o s 0.143 nw 3.73 2.90 0 0 0 0 0 0 0 0 4AS 20M 0550 mar 1435 22.14 0 0 0 0 0 0 0 0Imo_(( 4A5-2omd 0580 nw 15.14 27.72 0 0 0 0 0 0 0 0 R 1---0 12C-09w 0.091 2.38 1.51 0 0 0 0 0 0 0 0 11 DO 1613-30ad 0390 O.032 n 10.18 0.84 1227 1.76 0 57 0 57 0- 47 0_ 99 0 127 0 127 0 106 0 222C F 22A.Ipm 1.180 30BO 0.00 57 0 0 0 127 13 385 0 6 c) AED excurson 2 21 Emelopelosstgain 47 98 1084 827 12 a) Infiltration 0 0 235 85 b) Room %entilation 0 0 0 0 13 Inlemalgains Oosrpants@ 230 0 0 1 230 Appliancesblher 0 0 Subtotal pules 6 to 13) 47 98 1319 1142 Lessextemal load 0 0 0 0 Lessttarder 0 0 0 0 Redistribution 4 8 15 31 14 subtotal 51 106 1334 1173 15 Duct loads 1 10"/- 21%1 5 23 10% 21% 132 252 Total room load 56 129 1466 1425 Air required (dm) 0 7 1 1 0 73 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 4*- wrtighlsoft' 2017.0e(>20 M1754 Right-SuteOUnversal 2018 18.0.04 RSU16877 Page 3 Deslaop\TEMP PRINT\Lot 020 MdanA RHG - E.np Calc- IAM House laces- E wrightsoft, Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sandscove Court, Winer Parr FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629.9307 Web: NwwOneStopCoohrg com License- CAC032444 Job: Lot 020 Milan A RHG - E Date: 09/08/2017 By. LF/RI/MC 1 Room name BED3 2 EA=W Nall 0 ft 13.0 It 3 Room height 9.3 It heaVood 9.3 fi heatbool 4 5 Room dimensions Room area 35 x 5.0 It 175 IP 1 A x 1293 It 1293 fF Ty Construction U-value Or HTM Area (W) Load Area (Its Load number Btr1h4 n BUhffM or perimeter (It) 8tuh) or perimeter (it) Bluh) Heat Cool Gross NAS Heat Cad Gross NrP/S Heat Cod 6 13A-40rs 0.143 ne 3.73 2.90 0 0 0 0 121 106 395 307 4A5 tom 0550 ne 1435 2214 0 0 0 0 15 0 215 332 4B5.2fm 0540 ne 14.09 23M 0 0 0 0 0 0 0 0 13A4= 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 11 485-21n 0540 se 14.09 13.67 0 0 0 0 0 0 0 0 11 DO 0390 se 10.18 1227 0 0 0 0 0 0 0 0 4 l f 13A4ots 0.143 9N 3.73 2-90 0 0 0 0 0 0 0 0 4A5-2om 0550 sw 14.35 21.05 0 0 0 0 0 0 0 0 I---( 485.21n 0540 9w 14.09 2237 0 0 0 0 0 0 0 0 y! 13A-4ots 0.143 nw 3.73 2.90 0 0 0 0 0 0 0 0 4A5-20m 0550 nw 1435 22.14 0 0 0 0 0 0 0 0 t_( f^ 4A5-2omd OS80 r1w 15.14 27.72 0 0_ 0 0- 0 0 0 0 R I—D 12C-Osw 0.091 2.38 1.51 0 0 0 0 102 102 243 154 11DO 0.390 n 10.18 1227 0 0 0 0 0 0 0 0 C 16B-30ad 0:032 0.84 1.76 18 18 15 31 129 129 108 227 F _ 22A-Ipm 1.180 30.80 0.00 18 0 0 0 129 13 400 0 6 c) AED excursion 1 24 Ernelope lossown 15 30 1362 996 12 a) Irt6ttration 0 0 245 88 b) Room eentilacon 0 0 0 0 13 trrtemalgains: occulwts@ 230 0 0 1 230 Appliancesbtrler 0 0 Subtotal (lines 6 to 13) 15 30 1607 1314 Less external load 0 0 0 0 Lamtranster 0 0 0 0 Redisvibullon 15 30 11 23 14 Subtotal 0 0 1618 1337 15 Duct bads 1 101/6 21%1 0 0 10% 21% 160 287 Total room load 0 0 1777 1624 Air required (dm) 0 0 0 83 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f wr`gtilrsoft- rA Right-Sute® 2017-Dec-2016.1754 Urnersa12018 18.0.04 RSU16877 Page 4 Deskop\TEMP PAINrLot 020 MOM RHG - E rp Cale- MJ6 House faces. E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sandscove Coot, Wirter Par14 FL 32792 Ptore: (407) 629 - 6920 Fa)c (407) 629. 9307 Web- wwwOreStopCoolirg com Lioerte. CAC032444 Job: Lot 020 Milan A RHG - E Date: 09/08/2017 By. LF/RI/MC 1 Room name BTH2 FOYA<rr 2 E)prosed wall 0 A 265 It 3 Room height 93 It heaYbool 93 rt heatlmol 4 5 Room dimensions Room area 55 x 105 It 572 fP 1.0 x 2183 It 2183 IF Ty U-value Or HTM Area (ft Load Area number BWh4F-+) BWFMn or perimeter (R) Bluh) or perimeter (ft) BWh) Heat Cool Gross NAS Heat Cool Gross NAS Heat Cod 6 V 13A-flocs 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 485-21rn 0.550 0540 ne ne 1435 14.09 22.14 2359 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q! 13A-40cs 0.143 se 3.73 2.90 0 0 0 0 60 36 136 106 11 D 485-2(m 0540 se 14.09 13.67 0 0 0 0 0 0 0 0 1100 13A-40ts 4A5.2om 0390 0.143 0550 se 9w 9w 10.18 3.73 1435 12.27 2-90 21.05 0 0 0 0 0 0 0 0 0 0 0 0 24 186 0 24 182 0 244 679 0 294 527 0 yyll I--G I 485.21m 13A-40cs 0540 0.143 9w nw 14.09 3.73 2237 2.90 0 0 0 0 0 0 0 0 4 0 1 0 56 0 89 0 4A5.2orn — 4A5-2omd 12C-09w 11 DO 68-30ad 0550 0580 0. 091 0390 0A32 r1w nw n -_ 1435 15. 14 2. 38 10. 18 0. 84 22. 14 27. 72 151 1227 1. 76 0 0 51 0 58 0 0 51 0 58 0 0_ 121 0 48 0 0 77 0 102 0 0 47 0 218 0 0 47 0 218 0 0 110 0 182 0 0 70 0 384 GG R C F 22A-tpm 1.180 30.80 0.00 58 0 0 0 218 27 816 0 6 c) AED excursion 3 12 Envelope loss4ain 170 175 2225 1458 12 a) InBttrabon 0 0 499 180 b) Room ventilation 0 0 0 0 13 Intemal gains: Ooarparns@ 230 0 0 0 0 Appliancestther 0 1200 subtotal ( lines 6to13) 170 175 2724 2838 Less extemal load 0 0 0 0 Less trander 0 0 0 0 Redistribubon 5 10 0 0 14 Subtotal 175 185 2724 28M 15 Dud loads 1 10*/a 21%1 17 40 10°/u 210 269 610 Tdial room load 192 225 29M 3448 Air required (dm) 0 11 0 175 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r` wr`ghlsoft- 2017-Deo-2016:1754 Rioh- SUteSUri%ersal20l8 i8.0.04 RSU16877 Page 5 1De5oop\ TEMP PRINTLot 020 MilanA RHG - E r p Calc. MA House faces: E wrighttsoft' Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscooe Coin, Winter Park FL 32792 Phore: (407) 629 - 6920 Fax. (407) 629.9307 Web: w mm0neStopCoolirgcom License: CAC032444 Jab: Lot 020 Milan ARHG - E Date: 09/08/2017 By. LF/RI/MC 1 Room name LDRY DIN 2 Exposed well 8.0 It 85 ff 3 Room height 93 ff heatbcol 93 It heat000l 4 5 Room dimensions Room area 1.0 x 43.8 0 43.8 V 15s x 85 Q 131.8 112 Ty Construction U-value Or HTM Area (Il) Load Area (II2) Load number BWhaL+) Bbuh4n or perimeter (It) BWh) or perimeter (I) B4th) Heat Cool Gross NAS Heat 0001 Gross NAPS Heat Cod 6 HJ 13A-4ocs 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2om 0" ne 1435 22.14 0 0 0 0 0 0 0 0 I—CC 485.21m OS40 ne 14D9 2359 0 0 0 0 0 0 0 0 I--C 13A flocs 0.143 se 3.73 2.90 42 36 134 104 0 0 0 0 11 4B5-26n 0540 se 14A9 13.67 6 6 85 82 0 0 0 0 p 11DO 0" se 10.18 1227 0 0 0 0 0 0 0 0 13A-4ots 0.143 9N 3.73 2-90 33 33 121 94 79 64 239 185 4A5-2om 0550 sw 1435 21.05 0 0 0 0 15 2 215 316 485-21m 0540 sv 14.09 2237 0 0 0 0 0 0 0_ 0 yl 13A-40cs 0.143 nw 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 0550 nw 14M 22.14 0 0 0 0 0 0 0 0 I_( t 4A5-2cmd 0s80 nw 15.14 27.72 0 0 0 0 0_ 0 0 0 P 12C-09w 11D0 16B-30ad OA91 WIN 0.032 n 238 10.18 0.84 151 1227 1.76 98 21 44 76 21 44 181 217 37 115 262 77 0 0 132 0 0 132 0 0 110 0 0 232C F 22A-Ipm 1.180 30.80 0.00 44 8 246 0 132 9 262 0 6 c) AED excursion 23 92 Envelope loss/gain 1021 710 826 825 12 a) hfilbation 151 54 160 58 b)• Room %errolation 0 0 0 0 13 kdernalgains: Occupants@ 230 0 0 0 0 Appliances/other 500 0 Subtotal (lines 6 to 13) 1172 1265 986 882 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 11 22 14 Subtotal 1172 1265 997 904 15 DuctloadS 1 106% 21% 116 272 10% 21% 98 194 Total room load 1287 1536 1095 1099 Air required ((*m) 0 78 1 1 0 56 Calculations approved by ACCA to meet all requirements of Manual J f3ih Ed. f wr`ghtsott- RigttrSute®Uriversa120t818.0.04 RSU16877 2017-Deo-2016:1754Pege6 1D esldop\TEMP PRINT\Lot 020 MdanA RHG - E.rup Cale- MJ8 House faces. E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Coot, Water Park FL 32792 Phone: (407) 629 - 6920 Fax, (407) 629.9307 Web: wwwOreStopCoolirgcom License. CAC032444 Job: Lot 020 Milan A RHG - E Date: 09/08/2017 8y. LF/RI/MC 1 Room name GATH 2 Ewall 32D It 0 R 3 Room height 93 It heaftol 9.3 R heatomd 4 Room dimensions 14D x 18.0 R 1.0 x 37.0 Q 5 Room area 252D IF 37D fp Ty Construction U-value Or HTM Area (02) Load Area (112) Load number BbdN +) Bbth" or perimeter (R) BWh) or perimeter (It) Both) Heat Cod Gross NAS Heat Cod Gross NAS Heat Cod 6 1ql 13A-40is 0.143 ne 3.73 z90 0 0 0 0 0 0 0 0 4A5- 20m 0.550 ne 1435 22.14 0 0 0 0 0 0 0 0 f( 4B5.2hn 0540 ne 14.09 2359 0 0 0 0 0 0 0 0 Vl 13A-4ocs 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 11 l I 4B5- 2hn 0540 se 14.09 13.67 0 0 0 0 0 0 0 0 11 DO 0.390 se 10.18 1227 0 0 0 0 0 0 0 0 yyll 13A-40s a'143 9N 3.73 2.90 167 137 513 398 0 0 0 0 G 1= 3 4A5- 2om OS50 9N 14.35 21 A5 30 5 431 632 0 0 0 0 4B5. 2lm 0.540 9w 14.09 22.37 0 0 0 0 0 0 0 0 yl 13A-40cs 0.143 nw 3.73 2.90 130 66 247 192 0 0 0 0 4A5- 2om 0550 nw 1435 22.14 0 0 0 0 0 0 0 0 I--- 4A5.2omd OS80 rtw 15.14 27.72 64 0 969 1774 0 0 0 0 PI - L-- D t2C- 0sw 11 DO OD91 0390 n 238 10. 18 1. 51 1227 0 0 0 0- 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0,84 1.76 252 252 210 443 37 37 31 65 F 22A-tpm 1.180 30.80 OAO 252 32 986 0 37 0 0 0 6 c) AED excursion 706 1 Envelope loss4gn 3355 4145 31 64 12 a) Irthrabon 603 217 0 0 b) Room ventiLdon 0 0 0 0 13 Inlemalgainx OoWpants@ 230 0 0 0 0 Apphancesblher 0 0 Sublotal pines 6 to 13) 3958 4362 31 64 Lessextemalload 0 0 0 0 Lesstrarlsfer 0 0 0 0 Redislribwon 0 0 31 64 14 Sublotal 3958 4362 0 0 1s Duct loads 1 10% 21%1 390 937 100% 21%, 0 0 Total room load 4348 5300 0 0 Air required (dm) 0 270 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr` ghtsoft 2017•Deo.2016.1754 rA Riga-Sure®Uriversal201818.0.04RSUt6877 Pagel tDesldop\ TEMP PRIMt\Lot 020 WlanA RHG - Ef p Calc- M,18 House faces: E Static Pressure and Friction Rate Job: Lot 020 Milan ARHG- E Wrlght5oft' Date: 09/08/2017 Entire House By. LF/RI/MC One Stop Cooling and Heating 7225 Sandsoove CoLn Wafer Park FL 32792 Phone (407) 629 - 6920 Fax: (407) 629.9307 Web: wwwOneStopCooling oom License: CAC032444 For: Park Square Homes 3824 Saltmarsh Loop, Sanford, FL 32771 Available Static Pressure Heating Cooling in H2O) in H2O) External static pressure 0.50 0.50 Pressurelosses coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total• supply Return ft) ft) Measured length of run -out 11 0 Measured length of trunk 15 0 Equivalent length of fittings 105 0 Total length 131 0 Total effective length 131 Supply Duds Return Duds Friction Rate Heating in/100ft) 0.260 >0.18 0.260 >0.18 Fitting Equivalent LengthDetails supply 4X--35,11 A=20, 11 G=5,1 A=35,11 G--5,11 Gam: Total EL=105 Return TotalEL=O Cooling in/100ft) 0.260 >0.18 0.260 >0.18 wrightsoft• 2017-Deo-20 16 1755 I\ •. .._,-. , Rigt&SUteSUniversal 2018 18.0.04 RSU16877 Page 1 Deslaop\ TEMP PRINT\Lot 020 MdanA RHG - E.np Cale = MM Horse tapes, E wrightsoft Duct System Summary Entire House One Stop Cooling and Heating 7225 Sardsoove Cout Winter Park FL 32792 Phone (407) 629 - 6920 Fatc (407) 62S - 9307 Web, wvm0neStopCoolir9,00m License: CAC032444 For: External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Park Square Homes 3824 Saltmarsh Loop, Sanford, FL 32771 Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170/0.170 in H2O 0.260 in/100ft 0 cim 131 ft Job: Lot 020 Milan A RHG - E Date: 09/08/2017 By. LF/RI/MC Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170/0.170 in H2O 0.260 in/100ft 953 cfm Name Design 8tuh) Htg dm) Cig cfm) Design FR Diam in) H x W in) Duct Mal Actual Ln (it) Ftg.Egv Ln (it) Trunk SED2 c 1425 0 73 0.284 6.0 ox 0 VIFx 14.6 105.0 sti BEDS c 1624 0 83 0.260 6.0 ax 0 VIFx 25.6 105.0 st2 8TH2 C 225 0 11 0.264 4.0 Ox 0 VIFx 24.0 105.0 st2 DIN c 1099 0 56 0.269 5.0 Ox 0 VIFx 21.6 105.0 sti r-oYMIT C 3448 0 175 0.274 7.0 Ox 0 VIFx 23.9 100.0 st2 GATH•A c 5300 0 270 0.272 8.0 Ox 0 VIFx 19.8 105.0 sti LDRY c 1536 0 78 0.260 6.0 Ox 0 VIFx 25.7 105.0 st2 MBED c 3449 0 176 0.275 7.0 0A 0 VIFx 18.6 105.0 sti METH c 63 0 3 0.285 4.0 ox 0 VIFx 14.5 105.0 sti MTOI C 428 0 22 0.271 4.0 Ox 0 VIFx 20.5 105.0 sti MWr_ c 129 0 7 0.284 4.0 Ox 0 VIFx 14.7 105.0 SO Trunk Htg Clg Design Veloc Diam H x W Dud Name Type dm) dm) FR fpm) in) in) Material Trunk st2 PeakAVF 0 348 0.260 787 9.0 0 x 0 VinlFlx sti PeakAVF 0 605 0.269 771 12.0 0 x 0 VinlFlx BoldMaGe vah es have been manually overrialalsn wrightsoft• 2017-Doo-2016.1755 1. , .+.•r. _,<..., Rigft-SUteDUriversal20l8 l8.0.04 RSU16877 Page l ACCA ...\Desleop\TEMP PRINTLot 020 MilanA RHG - Ertp Calc- MA Horse faces' E Name Grille Size (in) Htg dm) Clg cim) TEL ft) Design FR Veloc fpm) . Diam in) H x W in) Stud/Joist Opening (in) Dud Mal Trunk rbl Ox 0 0 953 0 0 0 0 Ox 0 VIFx Wrightsoft2017-Deo-2016:1755 i1 + .• .....+• . , Right- SUteSUriversal 2016 l8.O.O4 RSU16877 Page 2 ACIC_ NDeslaop\TEMP PRIMT Lot 020 MilanA RHG - E np Calc a W S House faces: E Level 1 R "fW)FRE-VdRE i L0418 0L4. FA W FrE 1 ®:: 0 I 1404 t 12" 8x4 7 din GATH'E r 1 I LRB1 10x10 ) 2P3dm ` 8.. 8x4 / I 3 dm i CLr- 157 dm 1 , 8x4 29dm 11 II MWIC IOx6 F DIN m2 10x8 a I1 e e-F 191 &n iT1II „I ro , r ' C.. 1 It('sR6, I EEC( 1 / r 1 FOY/KIT - = 4" EF1 VTR I ®- 1i xto\ Sx O u- 12 ( ', ) l 6 M VTR EFt BED3ws i GFl L- AF DV VTR J ,• I -6..— I I .. e i I 10x6 t 85dm', l 000aor. f GARAGE I LDRY * 1 I 1 I 1 I I I I I I 1 Job#: Lot 020 Milan A RHG - E Performed by LF/Rl for: Park Square Homes Sanford, FL One Stop Cooling and Heating 7225 Sandsmve Court Winter Park, FL32792 Phone: ( 407) 629 - 6920 Fax: (407) 629 - 9307 www One.StopCooling.00m Scale: 1 : 97 Page 1 Right - Suites Uni%ersal 2017 17. 023 RSU 16202 2017- Aug-161135.14 M L ,, /hj Coo+ ao wi J a O 1 4-4 4-rjelwe- F t4 m 131 A r 0d7,44- 6 0 u 9 0 U 9 40 kavaritage PtumbIrI& inc License # d S7 K(/ VTy 17.g DESCRIPTION AS FURNISHED: Lot 20, WYNDHAM PRESERVE, • as recorded in Plat Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Word & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America BRISSON AVE (R/W VARIES) S 00°19'09" E CONC WALK 40.00' AS SCALED 4 FROM PLANS 5.00' 5.00' T, LOT 21 5.00' 11P. I`II 1. . r Ok to construct single family home with setbacks and impervious area shown on plan. 6k A °% IMp. 13yq tn-AaYn-A , Cw, SETBACKS AS FURNISHED FRONT a 25'(1) REAR 20' SIDE 5' (40' LOT) 7.5' (60' LOT) 10' (75' LOT) SIDE STREET - 25' (60' do 75' LOT) 15' (40' LOT) A) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM OF (2) IN SUCCESSION AT 25' PROPOSED - FINSHED SPOT GRADE ELEVATIONS PER DRAINAGE PLANS 1. 0' -3 10' BUFFER, WALL. LANDSCAPE, Nh SIDEWALK EASEMENT 29.80' 29.80' LOT 20 { J.0'u4.0' AC 1 LANAI PROPOSED RESIDENCE 1349-MILAN-A 2 CAR GARAGE RIGHT 19.3' Ll P 25.20' 25.20' 10' UTIL. ESMT. 5.00' P..CO O O O 5.00' LOT 19 wP.C. Y - - - - -- 5' CONC WALK CURB " S 00019'09" E 40. 00' SAL TMARSH LOOP PRIVATE ROAD)(WIDTH VARIES) PLOT PLAN ONLY PLOT PLAN AREA CALCULATIONS NOT A SURVEY PROPOSED DRAINAGE FLOW LOT GRADING TYPE g PROPOSED F.F. PER PLANS - 30.6' Q/ FLATWORK ON/OFF LOT a TOTAL t SQUARE FEET DRIVE 403/ 110- 513 t SQUARE FEET WALKS 100/ 200- 300 t SQUARE FEET SOD Z37V 130 a 2,501 t SQUARE FEET NOTE. FRONT SIDEWALK AND STREET LOCATION TAKEN FROM CRUSEMHEYLTR- SCOTT & ASSOC, INC. - r FIELD I. P. IRON rIPC A IRON Cx CONCRCTC MONUMENTSET Lit . 1/2, Ill ./ALB 4556 DEC. RCCOVCRCD PAR TINT OF BEGINNING TAIL SPOINT Or CODCNNCCNCNT CENTCRLINC NLD NAIL L DISK RN RIGNT-Or-VAT CSNT. CASCHCHT DRAIN DRAINAGC UTIL. UTILITY CL" CNAIN •LINK FENCE WDft. WOOD FENCE CA CONCRETE ROCK t- POINT 6 CURVATURE P. T. POINT Or TANGENCY SC. IPTION RRADIUSL ARC LENGTH D DELTA C CHORD C. B. CHORD BEARING FLATWORK • FOUNDATION/ PAD 1.740 t SQUARE FEET REAR PATIO 103 f SQUARE FEET FRONT PORCH DECK 72 t SQUARE FEET POOL DECK N/A f SQUARE FEET LANS PROVIDED BY CLIENT • NOT nELO VERIFIED LAND SUR VE VORS. axuaw PDL POINT ON LINE 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 TA. PAr-,= CLTYPICAL CURVATURE TINTOrREVERSCOMPOUNDPOINTOrCOIPOWDCURVATUREURNOTES: I. THE UNDERSIGNED DOES HEREBY CERTIFY' IHAT THIS SURVEY MEETS THE SrANDAROS OF PRACTICE SET FORTH By INC FLORIDA BOARD OF RADRADIALPROFESSIONALSURVEYORSANDAUPPERS /N CNAPMW 5J-17 FLORIDA ADMINISTRAOVE COOS PURSUVIr T0•SECTION 472.027. PLORtw STATUES NRW.P. NON -RADIAL WITNESS POINT 2. UNLESS EMBOSSED WIN SURVEYOR'S SICNANRE AND ORIGINAL R41S£D SEAL TMS SURVEY MAP OR COR(5 ARE NOT VALID. 3. THIS SURVEY WAS PREPARED FROM MILE INFORMATION FURNISHED lO INC SURVEYOR. THERE MAY BE OTHER RESTR/Cf10Nf CALLJULrs. CALCULATCD PCRNA1CNTREFCRCHOC MONUMENT FINISHED FLOOR ELEVATION OR EASOJENIS THAT AFFECT THIS PROPERTY. 4. NO UNDERGROUND /MPROVEMENIS NLVE BEEN LOCAILO UNLESS OIHERRUE SHOWN. BSL BUILDING SETBACK LINE 5. TARS SURVEY IS PREPARED MR THE SOLE BENEFR OF THOSE CVMF1 o TO AND SHOULD NOT BE RELIED UPON or ANY OTHER ENTITY. BN W. BENCHMARK BASE BEARING a DIMENSIONS SHOWN MR INC LOCATION OF IMPROVEMENTS MEREO/4 SHOULD NOT BE USED 10 RECONSTRUCT SOUND Rr LINES. 7. BEARING$ ARE BASED ASSUMED OAIUM AND ON THE UNE SHOWN AS BASE BEARING (B.B.) B ELEVATIONS, IF SHOWN, ARE RISER ON NATIONAL CEOOETIO VERTICAL DATUM OF 1029. UNLESS OTNERWTSE NOTED. A CERIBTCATE OF AUTNORR4110H Nos 439& f NORTH CERTIFIED Br I SCALE 1-- I' . 20' 1 0PAwN or. ••• I PLOT PLAN 12-13-2017 ORDER No. 5620- 17 THIS BWLDING\PROPERLY DOES NOT LIE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER FIRM' ZONE X. MAP / 1211700090 F (09-28-07) TOM X. USENM R. R.LS. / 4714 JAMCS W. SCOTT R.LS / 4801 V RECORD COPY Filename: PARK SQUARE MILAN 1,349SF.rrr Lighting and Small Appliance/Laundry Circuits Floor Area SmAppNo LaundNo Line Neutral 1349 2 1 Lighting Summary Standard 4,941 4,941 Optional 8,547 4,941 Ranges & Ovens Range No. No? Nameplate Line Neutral 1 1 8000 2 0 0 0 0 Range/Oven Summary Standard 6,400 4,480 Optional 8,000 4,480 Dryers---------------------------- Dryer No. No? Nameplate Line Neutral 1 1 5000 cc AE 0 3 0 Dryer Summary Standard 5,000 u 3,500 # 4 1 8 8 1 % '• Optional 5,000 3,500 Heating and Cooling: Actual Number = 1 Dame M? Ph No Amps Volts VA HP Line Neutral 1 M 1 1 14.0 240 3,360 0 M 1 1 2.0 240 480 0 1 M 1 1 5.0 240 1,200 011111424013,360 0 Heat/Cool Summary Standard 8,400 0 Optional 8,400 0 Fixed Appliances: Actual Number = 6 Name M? Ph No Amps Volts VA HP Line Neutral DISP 1 1 120 600 600 600DISH11120 MICRO 1 1200 1,200 1,200 1 120 WH 1 1200 1,200 1,200 T 18.5 240 OPT -POOL 1 1 10 240 4,440 0 OPT POOL HEAT 1 1 31 240 2,400 7,440 0 0 Fixed Appliance Summary Standard 12,960 2,250 Other Appliances: Actual Number = 0 Optional 17,280 2,250 Name M? Ph No Amps Volts VA HP Line Neutral Other Appliance Summary Standard 0 0 Optional 0 0 25% of Max Motor: Line is Std Only; Neutral for Both Maximum Phase Amps Volts 1 14 240 Heat/Cool Phase Amps Volts 1 14 240 Fixed Appl. Phase Amps Volts 0 Other Appl. Phase Amps Volts 0 Max Motor Summary Standard Only 840 0 SUMMARY--------------- Standard Line Neutral Total Total = 38,541 15,171 Maximum Amperage = 161 63 Service Voltage = 240 Service Phase = 1 Optional Line Neutral Total Total = 29,931 15,171 Maximum Amperage = 125 63 Service Voltage = 240 Service Phase = 1 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RECORD COPY RE: P1349AC-T - Park Sq/Milan-1349-A or C_TRAY MITek USA, Inc. Site Information: 6904 Parke East Blvd. Customer Info: PARK SQUARE HMS Project Name: P1349AC Model: MILAN - 13Tnp or3P->45 Lot/Block: 20 Subdivision: WYNDHAM PRESERVE 40' Address: 3824 SALTMARSH LOOP City: SANFORD State: FLORIDA Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017/TPI2014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 e pLC/qrG Wind Speed: 150 mph Roof Load: 40.0 psf ! Floor Load: N/A psf S NFORD This package includes 36 individual„Truss design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I%hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. INo. ISeal# ITruss Name I Date JNo. I Seal# ITruss Name 1 Date 1 IT12878147 1A1 1/4/18 112 1 T12878158 1 B1 1/4/18 12 I T 12878148 I A2 11/4/18 113 1 T12878159 I B2 11/4/18 1 13 I T12878149 I A3 11/4/18 114 1 T12878160 1 B3 11/4/18 1 4 IT12878150 JA4T 1/4/18 115 IT12878161 IC1 1/4/18 5 IT12878151 JA5T 11/4/18 116 1 T12878162 I C2 11/4/18 I 16 I T12878152 I A6 11/4/18 117 1 T12878163 1 CJ 1 11/4/18 1 17 I T12878153 I A7 11/4/18 118 1 T12878164 I CJ3 11/4/18 1 18 IT12878154IA8 11/4/18 119 1T12878165ICJ3A 11/4/18 1 19 IT128781551A9 11/4/18 120 IT128781661CJ3B 11/4/18 1 110 IT12878156IA10 11/4/18 121 IT128781671CJ3T 11/4/18 I 111 I T12878157 1 A 11 11/4/18 122 I T12878168 1 CJ4 11/4/18 1 This item has been electronically signed and sealed by Velez, Joaquin, 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: Velez, Joaquin 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 ANSIfrPI 1, Chapter 2. January 4,2018 Velez, Joaquin 1 of 2 RE: P1349AC-T - Park Sq/Milan-1349-A or C_TRAY Site Information: Customer Info: PARK SQUARE HMS Project Name: P1349AC Model: MILAN - 1349 - A or C / TRAY Lot/Block: 20 Subdivision: WYNDHAM PRESERVE 40' Address: 3824 SALTMARSH LOOP City: SANFORD State: FLORIDA INo. ISeal# ITruss Name Date 23 IT12878169 I CJS 1/4/18 124 IT12878170 1 CJST 11/4/18 25 IT12878171 I CJA 1/4/18 26 IT12878172 ICJB 1/418 27 IT12878173 I FT1 1/4/18 128 I T12878174 I J4 11/4/18 129 IT128781751J5 11/4/18 130 IT128781761J7 11/4/18 j 131 IT12878177 IRT 11/4/18 j 132 IT12878178 1 KJ5 11/4/18 j 133 IT12878179 I KJ5A 1/4/18 j 34 IT12878180 IKJ6 1/4/18 35 IT12878181 I KJ7 11/4/18 j 136 IT12878182 1 KJ7T 11/4/18 2of2 Job Truss Truss Type Oy Ply Perk Sq/Milan-I349-A or C_TRAY T12878147 P1349AC-T Al COMMON 11 1 ReferenceJob Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 4 13:35:26 2018 Page 1 I D:S_OpRO5ws414AkYA3UNGXPzrOby-m8UIIUtue4REJGwOMvNiD2wnFbOCeGO46Sp01 ryiU7 1-0 0, 7-11-11 I 15." 22-0.5 30.00 11-0.0 14}-0 7-11-11 7-0-5 7.0.5 7.11-11 1 4x4 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FSC2017frP12014 REACTIONS. (lb/size) 2=1260/0.8-0, 6=1260/01-0 Max Horz 2-260(LC 10) Max Uplift 2-555(LC 12), 6=555(LC 12) 06 = 3x4 = 3x4 = 3x4 = Scala = 1:53.5 4x4 = CSI. DEFL. in loc) Well Ud PLATES GRIP TIC 0.75 Ven(LL) -0.35 8-10 >999 240 MT20 244/190 BC 076 Vert(CT) -0.50 8-16 >721 180 WB 0.56 Horz(CT) 0 06 6 n/a n/a Matrix -MS Weight, 137 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 6.11-6 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2096/1003, 3-4=1893/1009, 4-5=1893/1009, 5.6=2096/1003 BOT CHORD 2-10=741/1971, 8-10=369/1255.6-8=761/1822 WEBS 4-8=358/874, 5-8=495/401, 4-10=358/874, 3-10=-495/401 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=150mph (3-second gust) Vasd=116mph; TCDL-4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L-24ft; eave=4ft; Cat. II, Exp C. End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0.0 to 15-0-0, Extenor(2) 15.0-0 to 18.0-0 zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads. 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 555 lb uplift at joint 2 and 555 lb uplift at joint 6. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING • Witty design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE WF7471 nw. 16ALWOtS BEFORE USE. Design valid for use only with Mrrekb connectors. This design is baud ony upon parameters shown, and its for an indmdual building component, not a truss system Bafore use. the building designer must vent' the applicability of design parameters and property ncorporne this design end the overall building design. Bracing indicated is t0 prevent buckling of individual truss web ardor chord members dory Additional temporary and permanent bracing its always required for stability and to prevent colapse with possible personal injury and property damage. For general guidance regarding the kv fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria. OSS." and BCSI Building Component 6904 Parke East Blvd. Safety Information avadable from Truss Pine Institute, 218 N. Lee Street. Suits 312, Ale andna. VA 22314. Tamps, FL 36510 Job Truss Truss Type Oty Ply Park Sq/Milan-1349-A or C_TRAY T12878148 P1349AC-T A2 HIP 1 1 Job Reference loptionall Mid -Florida Lumber, Banow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 4 13:35:31 2018 Page 1 ID.S_OpROSws414AkYA3UNGXPzrSby-76HBoBx1 Sc3XP1 oL9SztvAGpeGJ2ttU7EOAa3EzylTw F-0-01 6-94 13-0.0 17-0-0 23-2.12 I 300-0 31.041 14}(I 6.94 6 2-12 4-0-0 6.2-12 6-9.4 1-0.0 Scale = 1.52.1 4x6 4x8 = 4 22 23 5 13 12 11 9 30 = 1 Sire II 3x8 = 3x4 1.5x4 II 04 = 3x4 = 8 9 13." 17 0-0 23 2-12 304-0zt! 2'1.19 INI A.1.11 A.dJ Plate Offsets (X.Y>- 15:0-5.4.0-2-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) I/deb Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.55 Ven(LL) 0.11 11-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.21 9.11 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.69 Horz(CT) 0.09 7 n/a n/a BCDL 10.0 Code FBC2017/TP12014 Matrix -MS Weight 157 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.5.13 oc puffins. SOT CHORD 2x4 SP No.2 SOT CHORD Rigid ceiling direly applied or 6-1-0 oc bracing. WEBS 20 SP No 3 REACTIONS. (lb/size) 2=1260/0-8-0, 7=1260/0-8-0 Max Horz 2=228(LC 10) Max Uplift 2-555(LC 12), 7=555(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2223/1132, 3-4-1611/920, 4-5=1363/9W. 5-6=-1610/920, 6.7=2223/1132 BOT CHORD 2-13=-891/1925, 12-13=891/1925, 11-12-529/1362, 9-11=90411926. 7-9=904/1926 WEBS 3-13= 0/287, 3-12=695/429, 4-12=198/420, 5-11=172/419, 6.11=-697/430, 6.9=0/288 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL-3.Opsf; h=15ft; B=45ft, L=24ft, eave=oft, Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1.041 to 2-0-0. Intenor(1) 2.0.0 to 13-0-0. Exterior(2) 13.0-0 to 17-0.0. Irdenor(1) 21-2-15 to 31-0.0 zone;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate 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 nonconourrent with any other live bads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 555 Ili uplift at joint 2 and 555 lb uplift at joint 7. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING • Verily, demon parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PACE WF7473 rev. 104=01S BEFORE USE. Design valid for use only with Urreir b 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 vents the applicability of design parameters and property incorporate this design xno the overall building design. 8 Ong indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent brsang Is ahvit" required ldr 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 wise systems, We ANSIRPI1 Quality CAteAa, OSS42 and SCSI Building Component 6004 Parke East Blvd. Safety Information available from True Plate Institute, 216 N Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oy Ply Park SQ/Milan-1349-A or C TRAY T12878149 PI349AC.T A3 HIP 1 1 Job Reference (optionall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 4 13:35:32 2018 Page 1 10:S_OpR05ws414AkYA3UNGXPzrSby-blreOXu1DwB01 BNXi9U6Twp7wgMCPUHS2v7bgzyjTv r1-0-0, 5t } 11.0.0 I 15-0-0 ( 19-0.0 24-2-12 ( 30-0-0 1-0 0 594 5.2-12 4-0 0 4-" 5.2-12 5.9.4 Seale = 1.52 1 04 = 3x4 = 04 = 4 23 5 24 6 14 13 - -" -- 11 10 04 = 1.Sx4 II 3x8 = 30 = 1.50 II 4x4 = 3x8 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip OOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017frPI2014 CS1. TC 0.45 BC 0.66 WB 0.38 Matrix -MS DEFL. in (loc) I/dell Ud Vert(L-) -0.15 11-13 >999 240 Vert(CT) -0.31 11-13 >999 180 Horz(CT) 0.09 8 n/a n/a PLATES GRIP MT20 244/190 Weight: 157 lb FT - 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3.7-14 oC puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5.11-11 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1260/0-8.0, 8=1260/0.8-0 ax Horz 2=195(LC 10) Max Uplift 2=555(LC 12), 8=555(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2263/1184, 3-4=1777/1000, 4-5=1530/972, 5-6=1530/972, 6-7=-1777/1000, 7-8=2263/1184 BOT CHORD 2-14=950/2005, 13.14=950/2005, 11-13=-691/1616, 10.11=963/1970, 8-10=963/1970 WEBS 3.13=543/374, 4-13=-237/509, 5.13=-259/154. 5.11-259/154, 6.11 =238/509. 7-11=544/374 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf. BCDL=3.Opsf, h=15ft; B=45R; L=24R; eave=4(t; Cat. 11; Exp C; End., GCpi=0.18. MWFRS (directional) and C-C Exterior(2) -1-0.0 to 2-0.0, Interior(1) 2-0-0 to 11.", Exterior(2) 11-0-0 to 23-2-15. Interior(1) 23.2-15 to 31-0-0 zone;C-C for members and forces & MVVFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10 0 psi bottom chord live load nonconcurrent with any other live bads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-64 tall by 240 wide will fit between the bottom Chord and any other members, with BCDL - 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 555 lb uplift at joint 2 and 555 lb uplift at joint 8. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Vadly design paremuars and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE 114I1-7473 ray. 1M M015 BEFORE USE6-111114 Design valid for use arty with MTekm connectors. This design is based only upon parameters shown, and is for an rndrAdual building component, not a truss system Before use, the budding designer must verity the applicability of design parameters and property incorporate this design mid the overall budding design. Bracing indicated is to prevent buckling of individual trust web and/or chord members only. Additional temporary anvil permanent bracing rs always required for slabdny 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 sou systems, see ANSI/rPlt Quality Criteria, OSBAS and SCSI Building Component 6904 Puke Fast Blvd Safety Information available from Truss Plate InsdNe, 20 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Mllan-1349-A or C_TRAY T12878150 P1349AC-T AAT SPECIAL 1 1 eall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 4 13:35:33 2018 Page 1 ID:S_OpRO5ws414AkYA3UNGXPzrSby-3VPyDtyH_EJFfLykGt7L97L3k4z t Ln8Ohilg77zy1?u 217-0 59 12 9-0 0 13 4 8 21-041 252-12 30"" 31-0 4 2.8 3.2 3 2 4-0 7-7-8 4 2-t2 4-9-4 11 5xe = 2x4 II 08 = 3x4 = 1f 2x4 II 12 11 1u 3x4 1.5x4 II 3x4 II 5xe = 1.5x4 II 2.78 5912 214).0 2S2-t2 30-" 2-71 11-4 7-7-8 4.2-12 4-9-4 LOADING (psi) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 TCDL 10.0 Lumber DOL 1.25 8C 0.76 BCLL 0.0 Rep Stress Inca YES WB 0.68 BCDL 10.0 Code FBC2017/TPI2014 Matnx-S LUMBER - TOP CHORD 2x4 SP N0.2 'Except' 1-4. 2x6 SP DSS 80T CHORD 2x4 SP No.2 'Except* 2-13: 2x4 SP No. 1, 5-12,2-17: 2x4 SP No.3 WEBS 20 SP No.3 REACTIONS. (lb/size) 1=1162/0-8-0, 8=1242/0-8-0 Max Horz 1=159(1-C 10) Max Uplift 1-471(LC 12), 8-562(LC 12) Scale - 1:51.3 DEFL. in (loc) I/deb Ud PLATES GRIP Vert(LL) 0.24 13-14 >999 240 MT20 2441190 Ven(CT) -0.43 13-14 >812 180 Horz(CT) 0.30 8 n/a n/a Weight: 169 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling direly applied or 5-4-5 cc bracing. FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=679/390. 2-3=2934/1485, 3-4=2290/1214. 4-5=-2383/1335, 5-6=-2381/1344. 6-7=1820/996, 7-8=2126/1090 BOT CHORD 2-15=1302/2818, 14-15=-1302/2817, 13-14=836/1985, 5-13= 401/314. 10-11=475/1811, 8-10-875/1811 WEBS 3-14-1005/557, 4-14=255/587, 4-13=290/585, 11-13=644/1433, 6.13=-463/940, 7-11=309/218 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=150mph (3-second gust) Vasa=116mph; TCDL=4.2psf; BCOL-3.Opsf; h=15ft; 8=45ft; L=24ft; eave=oft; Cat. II, Exp C. End., GCpi=0.18, MWFRS (directional) and C-C Extenor(2) 0-8-0 to 34-0, Interior(1) 3-8-0 to 9-0-0, Exterior(2) 9-0-0 to 244)-0, Intenor(1) 24.0-0 to 31-0-0 zone,C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1.60 plate gnp DOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed.for a 10.0 psi bottom chord live load nonconcurrent with any other live -loads. 5) ' This truss has been designed for a live load of 20.Opsf•on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-" wide will rd between the bottom chord and any other members. 6) Bearing at lomt(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of beanng surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 471 lb uplift at joint 1 and 562 lb uplift at joint 8. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vadfy design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE WIL7473 rev. I&A&W61S BEFORE USE. Design valid for use only vain MTek® connwora. This design is based only upon parameters shown, and is for an individual buildup component. not a truss system. Before use, the buildup designer must verity the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent Welding of individual truss web andior chord members only Additional temporary and permanent bracing is always required for subWty and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, sea ANSVIPII Quality Criteria. OSS42 and BCSI Building Component 6904 Parke East SNA Safety Information available from Truss Plane InvaNe. 216 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Park Sq/Milan-1349-A or C_TRAY T12878151 P1349AC-T A5T SPECIAL Oty 1 ty 1Job Reference loationall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 4 13:35:35 2018 Page 1 ID S_OpRO5ws414AkYA3UNGXPuBby-?tXieZ_YWrZyue66011 p4YRTRtcRpe4808nC7zytTs 2.7$ 7-0.0 114-14 134$ 15$ 0 19 32 23-0 0 26-2.12 30-0 0 37-0 4 2.7$ 44$ 44 t4 1.11-10 2-3$ 37-2 3$t4 32-12 394 1-00 5x8 1.50 II 3x8 = 30 = 6.00 12 3 28 27 428 29 30 531 32 33 634 35 axe = Scab - 1:51.3 m 4x10 = 4x4 = 3x4 II 1.Sx4 II 3k6 = 3x4 = 3x4 = 3x4 = 6x8 = 2-7$ 1 7-0-0 11-14 1-34$ $ L 233-2-12 to41 $-02- 744. 14 0 LOADING (psf) SPACING- 2 0 0 CSI. TCLL 20 0 Plate Grip DOL 1.25 TC 0.69 TCDL 10.0 Lumber DOL 1.25 BC 0.95 BCLL 0.0 ' Rep Stress Ina NO WB 0.87 BCOL 10.0 Code FBC2017frP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 'Except' 1-3: 2x6 SP OSS BOT CHORD 2x4 SP No.2 *Except' 2-15: 2x4 SP No. 1, 14-20 20 SP No.3 WEBS 2x4 SP No.3 *Except' 5.13.7- 11.6-12 20 SP No.1 REACTIONS. (lb/size) 1=895/0.8 , 9=838/0-8-0. 13=2655/043-0 Max Horz 1= 126(LC 6) Max Uplift 1= 379(LC 8), 9=614(LC 8), 13=1191(LC 8) Max Grav 1= 897(LC 17), 9=853(LC 18). 13=2655(LC 1) DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0. 22 2-17 >825 240 MT20 2441190 Vert(CT) -0. 39 2-17 >471 180 Horz(CT) 0. 12 9 n/a n/a Weight 160 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-5 oc purims. BOT CHORD Rigid ceiling directly applied or 6.7-0 oe bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2- 21-528/278, 2-3=1876f777, 3-4=1075/545, 4.5=1075/545, 5.6=107/441, 6-7 =582/ 520, 7-8=1194f773, 8-9=1417/902 BOT CHORD 2- 17=585/1738. 16-17=595/1772, 15-16=-614/285, 12-13=319/582, 11-12=531/1047, 9-11=734/ 1249 WEBS 3-17= 162/589, 13-15=1570/653. 5-15=1484/666, 7-11=307/627, 8-11=260/243, 6.12-272/ 597, 6.13=1374/736, 7-12=-665/293, 4-16-417/259. 3-16--811/290, 5-16=733/ 1959 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B-45R; L=24ft; eave=oft; Cat. II; Exp C, End, GCpi=0.18, MWFRS (directional); porch right exposed, 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 nonconcurrem with any other live bads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 1 considers parallel to grain value using ANSIfrPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 379 lb uplift at joint 1, 614 lb uplift at joint 9 and 1191 lb uplift at joint 13. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 108 lb down and 137 lb up at printed copies Of this document are 7-0-0. 80 lb down and 91 lb up at 9.0-12. 80 lb down and 91 lb up at 11.0-12. 80 lb down and 91 lb up at 13-0.12, 97 lb down and p 106 lb up at 15-0-0, 97 lb down and 106 lb up at 16-11-4, 97 lb down and 106 lb up at 18-11-4, and 97 lb down and 106 lb up at not considered signed and sealed and 20-11-4, and 189 lb down and 206 lb up at 23-0.0 on top chord, and 402 lb down and 179lb up at 7.0.0, 60 lb down and 21 lb up at the signature must be verified on 9.0-12, 60 lb down and 21 lb up at 11-0-12, 60 lb down and 21 lb up at 13-0-12, 66 lb down at 15-0-0, 66 lb down at 16-11-4, 66 lb any electronic copies down at 18- 111, and 66 lb down at 20-11-4, and 327 lb down and 65 lb up at 22-11-4 on bottom chord. The design/selection of such connection device( s) is the responsibility of others. ri WARNING . Verfy design parametem and READ NOTES ON TNIS AND INCLUDED MEEK REFERENCE PACE MLL7473 rev. 10A13QO1S BEFORE USE. Oespn valid for use only with Urrek® conneaots. This design is based only upon parameters shovm, and is for an individual building component, not a truss system Before use, the building designer must verily the applicability of design parameters and property incorporate this design into the overall binding design. Bracing indicated is to prevent buckling of individual truss Web andlor Uwrd members only. Additional temporary and pemunem bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, "Weary, erection and bracing of trusses and truss systems, see ANSIrtP11 Quality Criteria. OSS42 and SCSI Building Component 6904 Parke Fast Blvd safety Information available from Truss Plate Institute. 216 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 36610 Job Truss Truss Type 0ty Ply Park Sq/Milan-1349-A or CTRAYI T12878151 P1349AC-T A5T SPECIAL 1 all MIo- 10110a Lumber, idanow, FL. a.130 S Sep 15 2017 MTek Industries, Inc. Thu Jan 4 13:35:35 2018 Page 2 ID:S OpR05ws414AkYA3UNGXPzrSby-7IXie2_YWrlyue6601Ip4YRTRteRpefj808nC?2MTs LOAD CASE(S) Standard 1) Dead r Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-2-60, 2-3=-60, 3-7=60, 7-10=-60, 1-19=20, 18-19-20, 2-15-20, 14-23=20 Concentrated Loads (lb) Vert: 3=80(F) 7=142(F) 17=402(F) 11=327(F) 27=-80(F) 28=80(F) 29=80(F) 30=97(F) 33=97(F) 34=97(F) 35=97(F) 36=55(F) 37-55(F) 38=55(F) 39=41(F) 41-41(F) 42=41(F) 43=41(F) O WARNING - VaAry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE l ial-7473 rev. I&WQ015 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 buildup designer must verity the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated isto prevent Welding of individual truss web andlof 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 fabrication, storage, delNefy, erection and bracing of trusses and truss totems. tee ANSVTPII Quality Criteria, OSBAS and SCSI Building Component 6904 Parke East Shad Safety Information available from Truss Plate Instruna, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tamps, FL 36610 Job Truss Truss Type Ply Park Sq/Milan-1349-A or C_TRAY T12878152 P1349AC-T A6 HIP Oty 1 1Job Reference (optionall Mid -Florida Lumber, Bartow, FL. 8'130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 4 13:35:36 2018 Page 1 I D:S_OpRO5ws414AkYA3UNGXPzrSby-T444MAH9hpWohj)r?Y2dmzfAH7GY4csNgtLk"'Tr 0 0, 7-5.4 14-4.0 }i s" -0" 22-&12 303t-011 Il07.5.4 f3.10.12 1-" 6-10.12 7-5.4 140 II Scale a 1.54.4 44 = Ux _ 13 12 11 9 4x1 = 1. Sx4 II 3x4 = 30 = 30 = 1.5x4 II 4x4 = LOADING ( psf) SPACING- 2 0 0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 TCDL 10.0 Lumber DOL 1.25 BC 0.72 BCLL 0.0 Rep Stress Incr YES WB 0.95 BCDL 10.0 Code FBC20171TP12014 Mah!x-MS DEFL. in (loc) Udell Ud PLATES GRIP Vert( LL) 0.13 9-19 >999 240 MT20 244/190 Vert( CT) -0.23 0-19 >999 180 Horz( CT) 0.09 7 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1260/041.0, 7=1260/0-8.0 Max Horz 2=249(LC 11) Max Uplift 2-555(LC 12). 7=555(LC 12) FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3-2190/1066. 3.4=1508/853, 4-5=1261/831, 5-6-1508/853, 6-7-2190/1066 BOT CHORD 2-13=-824/1891, 12-13=824/1891, 11-12=-417/1261, 9.11-837/1890, 7-9=837/1890 WEBS 3.13=0/315, 3-12=-789/479, 4-12=236/419, 5-11-236/419, 6-11=790/479, 6-9=0/315 Weight: 152 Ili FT = 20% Structural wood sheathing direly applied or 3-3.3 oc purlins. Rigid ceiling directly applied or 6.2-15 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL-3.Opsf, h=15ft, B=4511; L=24ft; eave-4ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0.0. Interior(1) 240-0 to 14 4 0, Exterior(2) 14-4-0 to 15-", Interior(1) 19-10-15 to 31-0-0 zone;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load 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 555 lb uplift at joint 2 and 555 lb uplift at joint 7. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING - Varfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mr0-7473 raw. 1602,20111 BEFORE USE Design valid for use dilly with MiTek® connectors This design is baud only upon parameters shown. and is for an individual building component, not a truss system Before use, the buildup designer must verify the applicabddy of design parameters and property incorporate this design uno the overall budding design Bratlng indicated is to prevent burldirig of individual truss web and/or ch*M members only. Additional temporary and permanent bracing a always required for stablbty and to prevent colapse with possible personal injury and property damage. For general guidance regarding the fabrtution, storage, delivery, areabn and bradrp of trusses and truss systems, sea ANSVrPH Gwlhy Criteria, OSS42 and SCSI Building Component SWM Parke East ShA. Safety Information available from Truss Plate Institute. 216 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 36610 b Truss Truss Type Oy Ply Park Sq/Milan- I 349-A or C_TRAY rP1 T72878153 349AC-T A7 HIP 1 1 foationall Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 4 13:35:37 2018 Page 1 ID:S_OpRO5ws414AkYA3UNGXPzrSby-yGeT3E7o2Spg7yGWt3HAzV,WhNpHdcDcKduGuzyjTq 1-0-0 6.5.4 l 12-4-0 1741-0 1 238.12 i 304.0 1-0-0 6.5 5 ,a12 5-" 510-12 6-5-4 Scale = 1:52.1 3x4 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCOL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 1.Sx4 II SPACING- 2-0.0 Plate Grip OOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017frP12014 REACTIONS. (lb/size) 2=1260/041-0, 7=1260/0-8-0 Max Horz 2-217(LC 10) Max Uplift 2=555(LC 12), 7=555(1-C 12) 5x5 = 5x5 4 21 22 23 24 5 12 = 5x5 = 1 Sx4 II 40 = CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.51 Vert(LL) 0.11 10-11 >999 240 MT20 244/190 BC 0.64 Vert(CT) -0.21 10-11 >999 ISO WB 0.52 Horz(CT) 0.08 7 n/a n/a Matrix -MS Weight. 154 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-6-9 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-7 oc bracing. WEBS 1 Row at midpt 5-11 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-2235/1152, 3-4=1686/961, 4.5=1418/937, 5-6=-1696/967, 6.7-2234/1152 BOT CHORD 2-12-913/1939, 11-12=913/1939, 10-11=572/1415, 9-10=926/1939, 7-9=926/1939 VVESS 3-12=0/254, 3-11=633/402, 4-11-177/438. 6-9=0/250, 5.10=-.167/438, 6-10=-627/399 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vuft=150mph (3-second gust) Vasd=116mph; TCDL=4.2pst; BCOL=3.Opsf, h-15ft; B=45ft. L=24ft; eave=4ft, Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 24-0, Interior(1) 2-0-0 to 12-4-0. Exterior(2) 124-0 to 21-10-15, Intenor(1) 21-10-16 to 31-0-0 zone;C-C for members and forces & MVVFRS for reactions shown; Lumber DOL=1.60 plate gnp OOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2.00 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 555 lb uplift at joint 2 and 555 lb uplift at joint 7. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARNING - VaAty design parameters and READ NOTES ON iN15 AND INCLUDED MTEK REFERENCE PAGEWI-f17.t nv. 10uOJQe1S BEFORE USE. Design valid for use only wan MTek9 connactors. This design is baud only upon parameters shown. and is loran individual building component, not a truss system. Before use, the building designer must venty the applicability of design parameters and property incorporate thin design into the overall budding design. Bracing indicated is to prevent bublding of individual truss web and/or chord members only. Addruonal 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 in fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSVTPH Quality Criteria. OSS49 and SCSI Building Component 6904 Partie East Blvd. Safety Information available from Truss PWe Institute, 218 N. Lee Street. Sun* 312. Nexandna. VA 22314. Tampa, FL 36610 Job Truss Truss Type Park Sg/Mllan-1349•A or C_TRAYOty Tt2878154 P1349AC-T AB HIP 1 1Pty 1 Mid -Florida Lumber, Bartow, FL 8.130 s Sep 15 2017 MTek Industries. Inc. Thu Jan 4 13:35:38 2018 Page 1 10:SOpRO5ws414AkYA3UNGXPzrSby-OSCrGaOOpmxX16gh3ObWiB32v5ghO8F9r MRoKzylTp 5-5-4 10-4-0 I 19-84) I 30." t0t2 410t2115. 4 3141- 0 5- 5-4 Scale - 1 52.1 4x4 = _ 3x4 = 4x4 4 23 245 2528 6 14 13 11 10 4x4 = 1.5x4 II 34 = 3x4 = 3x8 = 1.Sx4 II 4x4 = 5. 5-4 1 is-" 24G 12 30-0.0 5- 5-4 41A72 9-" 410.12 5-&A LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Ven(LL) 0.19 11-13 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(CT) 0.43 11-13 846 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.30 Horz(CT) 0.09 8 n/a n/a SCOL 10.0 Code FBC2017/TPI2014 Matrix -MS Weight: 154 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1260/0-8-0, 8=1260/0-8-0 Max Horz 2=184(1-C 10) Max Uplift 2-655(LC 12), 8=555(LC 12) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-2272/1204, 3-4-183711028, 4-5-1590/993, 5-6-1590/993. 6-7-1837/1028, 7- 8=2272/1204 BOT CHORD 2-14=972/2009, 13-14=-972/2009, 11-13=-766/1723, 10-11=984/1982, 8-10=984/1982 WEBS 3-13=484/356, 4-13=242/534, 5-13=-303/193, 5.11=303/193. 6-11-242/534. 7- 11-485/356 Structural wood sheathing directly applied or 3.8-3 oc purlins. Rigid ceiling directly applied or 5-11-2 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind. ASCE 7-10, Vuh=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft, 8=45ft; L=24ft; eave=oft; Cat II; Exp C; End., GCpi=0.18: MIAFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0. Interior(1) 2-0-0 to 10-". Exterior(2) 10-40 to 23- 10-15, Interior(1) 23.10.15 to 31-" zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconeurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) o1 truss to bearing plate capable of withstanding 555 lb uplift at joint 2 and 555 lb uplift at joint 8. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies e. 6-6 Q WARNING . Verily design parameters and READ NOTES ON THIS AND INCLUDED afITEK REFERENCE PAGE 1110-7473 M. f0Akt201 S BEFORE USE. Design valid for use only with MRek® connectors. This design is based only, upon parameters shave, and is for an individual budding component, not a truss system. Before use, the buildup designer must verify me appbrabllrty of design parameters and property incorporate this design into the overall buildup design. 8raang indicated is to prevent budding of individual truss web and/or ctiord members only. Addmonal temporary and pemtanem bracing is sways required far stabday, and to prevem collapse with possible personal uqury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and lining of truss" and vuss systems, see ANSM11 Quality Criteria, OSB4t9 and SCSI Building Component 6904 Parke East Slid. Safety Information available from Truss Plate Institute, 216 N. Lee Street, Suite 312. Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Milan-1349-A or C TRAY T12878155 P1349AGT A9 HIP 1 1 all Mid-Flonda Lumber, Bartow. FL. S.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 4 13:35:39 2018 Page 1 ID:S OpRO5ws414AkYA3UNGXPzrSby-uemDUwl2a43ONGPud761FObBIUIelaT13e67LmzylTo 114)lll 8.4-0 I 15-0.0 I 214-0 258310-, 12 30-0-0 a1-0-0 1-0-0 4-5.4 3.10.12 6-8-0 6$-0 2 4-54 1.0-0 04 = 4x8 t.5x4 II 4x8 = 4 21 22 5 23 24 6 13 12 10 30 = 3x8 = 3x4 = 3x4 = 8-4-0 i 1 S." 21 " 3044 8-" 644 644 84-0 Seale - 1.52.1 4x4 = LOADING (pso SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Ven(LL) 0.15 12 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.74 Vert(CT) 0.27 10-19 999 180 SCLL 0.0 - Rep Stress Iner YES WB 0.37 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MS Weight: 149 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1260/0.8-0, 8=1260/0.8-0 Max Harz 2=152(LC 10) Max Uplift 2=555(LC 12), 8=555(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-5 oc purlins. BOT CHORD Rigid ceiling directly applied or S-" oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2266/1259. 3.4=2002/1102, 4-5=2200/1285, 5-6-2200/1285. 6-7=2002/1102, 7-8=2266/1259 BOT CHORD 2-13=1030/2002, 12-13=-771/1750, 10-12=785/1750, 8-10=1044/2002 WEBS 3-13=329/295, 4-13=92/387, 4-12=324/623, 5.12=460/360, 6-12=324/623, 6-10=92/387, 7-10=330/295 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=150mph (3-second gust) Vasa=116mph; TCDL=4.2psf; BCDL=3 Opsf; h=15ft; 8=45f : L=24ft, eave=4f , Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and GC Exterior(2) -1-" to 2-0-0, Interior(1) 2-" to 8-4-0. Extenor(2) 8, 4-0 to 25.8-11. IMenor(1) 25-8-11 to 31-0-0 zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load noneoncurrent with any other live bads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of•truss to bearing plate capable of withstanding 556 lb uplift at joint 2 and 555 lb uplift at joint 8. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING - VaMV dss/gn paramarara and READ NOTES ON rNIS AND INCLUDED WrEK REFERENCE PAGE W&7472 rev. 10AW10111 BEFORE USE. Design valid for use only with MTek® connectors This design is baud only upon parameters shorn, and is for an individual building component, not a truss system. Before use, the budding designer must veiny the applicability of design parameters and property incorporate this design into the overall building design. 8raong indicated is to prevent buckling of uWmdual truss web and/or chord members anty. Additional temporary and permanent braorg is afwsya required for Stability and to prevent c00111pu with possible personal injury and property damage far generst guidance regards g the fabrication. Storage, delivery, erection and bracing of trusses and truss systems, see ANSITPII Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate InsidNe. 2%a N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Milan-1349-A or C_TRAY I T72878156 P1349AC-T A10 SPECIAL 1 1 Job Reference (optionaft Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 4 13:35:28 2018 Page 1 ID:S_OpRO5ws4l4AkYA3UNGXPzrSby4Xe3A9u9AhhyY24mTJPA14eHp3H4gU_hXOxwsvzyjTz 11-0-0, 8 4-0 11-8-0 17-0.0 20 4 0 24-10.12 30." 11z- 1.0-0 6 4-0 5-4-0 5-4-0 3+0 4 at2 5.1-4 1 Scale - 1 53.0 US = 14 13 12 •• •_ 4x4 = 1.Sx4 II 3x8 = 3x4 = 3x4 = 4x4 = 5x5 = 8 4-0 11-6-0 17-0.0 23.2-12 3044 5r1-0 14-0 &2-12 &9-4 Plate Offsets (X.Y1- f3:0-5-4.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 Vert(LL) 0.23 12-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.39 12-13 >913 180 BCLL 0.0 Rep SVess Incr YES WB 0.80 Horz(CT) 0.09 8 n/a n/a BCDL 10.0 Code FSC2017/TP12014 Matrix -MS Weight: 147 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-6 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling direly applied or 5-2-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1260/0.8-0, 8=1260/041-0 Max Horz 2-173(LC 11) Max Uplift 2=555(1-C 12), 8=555(1.0 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2209/1138, 3-4=2699/1475, 4-5=2699/1475, S-6=3198/1773, 6-7=2119/1145, 7-8=2265/1161 BOT CHORD 2-14=898/1906, 13-14=-898/1913, 12-13=1287/2758, 10-12=-681/1612, 8-10=940/1992 WEBS 3-14=3/258. 3-13=-4801919. 4-13-3551279, 5-12=15931973, 6-12=1151/2096, 6-10=214/468. 7-10=308/264 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf BCDL-3.0psf; h=15ft, 8=45ft; L=24ft, eave=oft, Cat. II; Exp C: End., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-4-0. Exterior(2) 6-4-0 to 9-4-0, Interior(1) 17-0-0 to 31-0-0 zone;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will M between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 555 Ill uplift at joint 2 and 555 lb uplift at joint 8. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING • Verity deslgn Parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MIF7473 rev. 100MOIS BEFORE USE. Design valid for use only with MrrextD connectors. This design is baud only upon parameters shown, and is for an individual building component, not a truss system. Before use, the bWddg designer must verity the applicability, of design parameters and property incorporate this design into the overall buddug design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always (spurred for stability and to prevent CWaPSO with possible personal injury are property damage. For general guidance regarding the - fabrication, storage. delivery, erection are bracing of tlU&&es and truss system&, See ANSVIPIt Quality Crheds, OSS49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Instnute, 216 N. Lee Street, Sune 312. Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oy Park Sq/Mdan-1349-A or C TRAYPty T12878157 P1349AC-T At I SPECIAL 1 1 all I Mid-Flonda Lumber, Banow, FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Thu Jan 4 13:35:29 2018 Page 1 ID:S OpR05ws414AkYA3UNGXPzr8by-Aj9RNVvnx?ppAjezllwPrHBOISagPyHgm4hT_LzylTy 0-0.0 1544 20-4-0 24-,a12 30-0-0 31-0-0. r1-0-0 4-4-0 5.4-0 5-4-0 5-" 4-rr12 5-1-4t-0-0 Scale - 1.53.1 04 = 15 14 13 11 10 3x4 = tx4 II 010 = 1x4 II 5x8MT20HS = 3x12 = tx4 II 3x4 = LOADING (psf) SPACING- 2-0.0 TCLL 20.0 Plate Grip OOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Incr NO BCDL 10.0 Code FSC2017/TP12014 LUMBER - TOP CHORD 2x4 SP No.2 'Except' 3.5. 2x4 SP No.t BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1519/0.8.0, 8=1338/0-8-0 Max Horz 2=181(LC 7) Max Uplift 2=638(1-C 8), 8-581(LC 8) CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TC 0.80 Vert(LL) 0.3813-14 >959 240 MT20 2441190 SC 0.84 Vert(CT) 0.6613-14 >549 180 MT20HS 187/143 WB 0.73 Horz(CT) 0.13 8 n/a n/a Matrix -MS Weight, 147 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-4-8 oc puriins. BOT CHORD Rigid ceiling directly applied or 4-9-7 oc bracing. WEBS 1 Row at midpt 5-11 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-2897/1115, 3-0-4311/1757, 4-5=4311/1757, 5.6=2071/869. 6-7=2068/882, 7-8=24581985 BOT CHORD 2-15=-896/2543, 14-15=-894/2555, 13-14=1740/4589, 11-13-1742/4583, 10.11-774 /2148. 8-10-774/2148 WEBS 3.15=0/281, 3.14-785/1902, 4-14-453/297, 5-14-618/132, 5-11-3021/1271. 6-11-582/1486. 7-11=-471 /235 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=150mph (3-second gust) Vesd=116mph; TCDL=4.2psf, BCDL=3.Opsf, h=15ft, 8=45ft, L-3011, eave=oft; Cat. II, Exp C. End., GCpi=0.18, MWFRS (directional); Lumber DOL-1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psf bottom chord live 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 638 lb uplift at joint 2 and 581 lb uplift at joint 8. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 114 lb down and 92 lb up at 4-4-0. 77 lb down and 68 lb up at 5-1-14. 77 lb down and 67 lb up at 7-1-14, and 77 lb down and 67 lb up at 9-1-14, and 77 lb down and 67 lb up at 10.8-6 on top chord, and 42 lb down at 4-4-0, 27 lb down at 5-1-14, 27 lb down at 7-1-14, and 27 lb down at 9.1-14, and 27 lb down at 10-8-6 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, bads applied to the face o1 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—W, 3-5=-60, 5-6-60, 6-9-60, 16.19-20 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify dasign paramotars and READ NOTES ON THIS AND INCLUDED AVIEK REFERENCE PAGE 110/-7473 rev. 10N30201S BEFORE USE Design valid for use drily who Mneldb connectors. This design is baud only upon parameters shown. and is for an indiNOual building component. M a truss system Before use, the building designer must vent' the apphubdity of design parameters and property, incorporate this design vao the overall building design. Sfadng radiated is to prevem budding of uWrAdwl truss web and/or chord members only. Additional temporary and permanent brsang is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the wow fabrication, storage, delivery, erection and breang of trusses and truss systems, see ANSVTPII Quality Criteria. OSS42 and SCSI Building Component 6904 Parke East SM. Safety Information available from Truss Plata Institute, 218 N. Lee Street. Suite 312. Alexandra. VA 22314 Tampa, FL 36810 Job Truss Truss Type Qy Park Sq/Mdan-1349-A or C TRAYPly, T12878157 P1349AC T At I SPECIAL 1 1 all Mid -Florida Lumber, Bartow, FL. 1130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 4 13:35:30 2018 Pape 2 10:S OpRO5.414AkYA3UNGXPzBbydwipbrwPhJzgWD9bkReNVb2sw38PX_?kOOWozylT: LOAD CASE(S) Standard Concentrated Loads (lb) Vert, 3-57(F) 15=42(F) 22=37(F) 23=37(F) 24=37(F) 25=37(F) 27=22(F) 28=22(F) 29=22(F) 30=22(F) AWARMNG . Vedly daslgn pammarars and READ NOTES ON THIS AND INCLUDED UMK REFERENCE PAGE a9F7473ray. 1=40tli BEFORE USE. Design valid for use only with UfTek® Connectors This design is based only upon parameters shown, and is for an individual buildup Component, not a truss system. Before use. the building designer must vent' the applicability of design parameters and property incorporate this design uto the overall building design. Bracing indicated is to prevent budding of individual Coss web and/or Mond members only. Additional temporary and permanent bracing is always required for stability and to prevent Collapse with possible personal injury and pmpemy damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSVIPII Quality Crtterla, OSS49 and BCSI Building Component 6904 Parke East BW Safety Information available from Truss Plate Institute. 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tamps, FL 38610 Job Truss Truss Type Oy Ply Park Sq/Milan-1349-A or C_TRAY T12878158 P1349AC-T 81 COMMON 4 1 Job Reference (optionall Mid -Florida Lumber, Barlow. FL. 8.130 s Sep 15 2017 MTek Industries, Inc Thu Jan 4 13:35:40 2018 Page 1 ID:SOpRO5ws414AkYA3UNGXPzr8by-MrKbhG2gLNBF P4Aro_ncSNpuKLU3zSllrYtDzy)'Tn 4-964 9-4-0 13-10.12 19-" 20-" 4-94 46-12 4-&12 5-1-4 1-04 4x4 = Scale - 1 34.9 4x4 = 5x8 = 04 = LOADING (psf) SPACING- 2-0.0 CSI, TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 TCDL 10.0 Lumber DOL 1.25 BC 0.84 BCLL 0.0 Rep Stress Incr YES WB 0.22 BCDL 10.0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=758/044.5=822/0-8-0 Max Horz 1=167(LC 10) Max Uplift 1=-309(LC 12), 5=377(1-C 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1250/675. 2-3=944/524, 3-4=948/510. 4.5=-1273/672 BOT CHORD 1-7-487/1078, 5-7=513/1116 WEBS 37=234/559, 4-7=-415/322, 2-7=-365/298 DEFL. in (loc) Well Ud PLATES GRIP Vert(LL) -0.14 7-13 >999 240 MT20 2441190 Vert(CT) -0.31 7-13 >732 180 Horz(CT) 0.03 5 n/a n/a Weight: 84 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-7 oc puffins. BOT CHORD Rigid ceiling direly applied or 8-2-4 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuft=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3 Opsf; h=15ft; 8=45ft; L-24ft; eave=4ft; Cat. 11; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Intenor(1) 3-0-0 to 9-4-0, Exterior(2) 9-4-0 to 12-4-0 zone;C-C for members and forces 8 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rrt between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 309 lb uplift at joint 1 and 377 lb uplift at joint 5 a Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies A" 0 WARNING • Vertry design paramerars and READ NOTES ON THIS AND INCLUDED a11TEK REFERENCE PAGE 1101147473 rev. I&WIMS BEFORE USE Design valid lot use only with silTeit® Connectors. This design is based only upon parameters shown, and is for an individual budding Component, not a truss system. Before use, the building desgnter must verily me applicability of design parameters and property incorporate this design xdo the overall building design. Brsong indicated is to prevent buckling of individual truss Web and/or chord mambem 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 ANSIrrPlI Quality Criteria. OS&49 and BCSI Building Component 69N Parke East Blvd. Safety Information available from Truss Plate Institute, 216 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36810 Job Truss Truss Type Oty Ply Perk Sq/Milan-1349-A or C_TRAY I T12878159 P1349AC-T 82 HIP 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 4 13 35 41 2018 Page 1 ID:S 0pR05ws4I4AkYA3UNGXPzr8bygluzvc216hK6eZZGkY8DKphZIliuDWYDXyb6Pfzy)Tm 45.1 8-8.0 10-0.0 144.12 194)0 20-0-0 4.5-1 4.2.12 1." 4.2-12 4-9-4 Scab 2 1.34.9 04 = 4x4 = 4x4 = 4x8 = 4x4 = 3x4 = 30 = 8-a-0 1.4-0 9.0-0 LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) Ildefl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Ven(LL) -0.13 8-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.69 Ven(CT) -0.29 8-16 >794 180 BCLL 0.0 Rep Stress Incr YES WB 0.20 Horz(CT) 0.03 6 n/a n/a BCDL 10.0 Code FSC2017fTP12014 Matnx-MS Weight: 89 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 4-9-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-7-12 oc bracing WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=758/0.8-0, 6=82210-8-0 Max Hor2 1=157(1.0 10) Max Uplift 1=309(LC 12), 6=377(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1259/722, 2-3=972/578, 3-4=819/564, 4-5=978/564, 5-6=1293/749 BOT CHORD 1-10=537/1086, 8-10-2791819, 6-8=588/1137 WEBS 2-10=3471319, 3-10=1331256. 4-8=142/301. 5.8-410/350 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind, ASCE 7-10; Vull=150mph (3-second gust) Vesd=116mph, TCDL=4.2psf; BCDL-3.0psi h=15ft; 8=45ft; L-24ft; eave=4ft, Cat. II, Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-" to 3-0-0, Interior(1) 3-0-0 to 848-0, Extenor(2) 8-8-0 to 10-". Interior(1) 14-4-11 to 20-0-0 zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber OOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0ps1 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) o1 truss to bearing plate capable of withstanding 309 lb uplift at joint 1 and 377 lb uplift at joint 6. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING - Verily design paranwfenc and READ NOTES ON rIaS AND INCLUDED WMK REFERENCE PAGE 111411.7472 rev. 1d4QOIS BEFORE USE. Design valid for use only with Mnek® connectors. This design is based only upon parameters shown, and is for an individual building component. not a truss system Before use, the budding designer must verity the applicability Of design parameters and property incorporate this design into the Overall building design Bang indicated is to prevent buckling Of individual truss web and/or chord members only. Additional temporary and pemunem bracing rs always required for stability and to prevent cd9apse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bang of musses and truss systems, see ANStrPl/ Quality Criteria, OSS49 and SCSI Building Component 6904 Parke Fast SM. Safety Information available from Trust Plate Institute, 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Mllan-1349-A or C TRAY T72878160 P1349AC T 83 HIP 1 1 all Mid-Flonda Lumber. Bartow. FL 8.130 s Sep 15 2017 MiTek Industries. Inc. Thu Jan 4 13:35:42 2018 Page 1 IDS OpRO5ws414AkYA3UNGXPzr$by-IOSM6y3xt7S2Ei8SIGfStlDebiYyy_IlcKfx5zyiTl 3 5 0 6 8-0 12-0-0 15.2-12 19-0-0 20-0-0 3-5,4 3.2-12 5-4-0 3.2-12 3 9 4 1-0-0 Scab - 1.33.2 4x8 = 4x8 3 17 18 19 4 4x4 4x4 = 3x8 = 3x1 = 30 = 6.8-0 12.0.0 19-0-0 6." 5.4-0 7-0-0 LOADING (psf) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Gnp DOL 1.25 TC 0.81 TCOL 10.0 Lumber DOL 1.25 BC 0.80 SCLL 0.0 Rep Stress Incr NO WB 0.25 BCDL 10.0 Code FBC2017/TPI2014 Matnx-MS LUMBER - TOP CHORD 2x4 SP No.2 'Except' 3-4: 2x4 SP No.1 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/sae) 1=1376/0-8-0, 6=1418/0-8-0 Max Hors 1=124(LC 6) Max Uplift 1=523(1.0 8), 6-583(LC 8) DEFL. in (loc) I/dell Vd PLATES GRIP Ven(LL) -0.09 8-10 >999 240 MT20 244/190 Ven(CT) -0.19 8-10 >999 180 Horz(CT) 0.07 6 n/a n/a Weight: 90 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-11-10 oc puffins. BOT CHORD Rigid ceiling direly applied or 6-6-14 oc bracing. FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=2512/973, 2-3-2392/924, 3-4-2147/873. 4-5=2447/942. 5.6=2640/1017 BOT CHORD 1-10=764/2169, 8-10=685/2189, 6-8=-815/2331 WEBS 2-10=269/108. 3.10=-68/602, 4-8=93/664, 5-8=306/151 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuh=1SOmph (3-second gust) Vasd=116mph, TCDL=4.2psf, BCDL-3.Opsf, h=1511, B=45R, L-24ft, eave=4ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load 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 fd between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 523 lb uplift at joint 1 and 583 lb uplift at joint 6. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 lb down and 204 lb up at 6-841, 97 lb down and 106.Ib up at 6-8-12, and 97 lb down and 106 lb up.at 9-114, and 189 lb down and 204 lb up at 12-04 on top chord, and 327 lb down and 97 lb up at 6-841, 66 lb down at 8-6-12, and 66 lb down at 9-114, and 327 lb down and 97 lb up at 11-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the lace 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, 3-4=-00, 4-7-60, 11-14-20 Concentrated Loads (lb) Vert: 3-142(F) 4=142(F) 10=327(F) 8=327(F) 18=97(F) 19=97(F) 20=-41(F) 21=-41(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARNING • VaAly design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PACE WI.7173 rev. 10,W/SOf3 BEFORE USE. Design valid for use only with MrreWS 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 overt 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 NOW fabrication, storage, delivery, arectian and bracing of trusses and truss systems, we ANSVIPH Quality Criteria, OSS4 9 and SCSI Building Component 6904 Parka East Blvd. Safety Information available from Truss Plate Institute, 216 N Lee Street, Suite 312. Alexandria, VA 22314 Tamps, FL 36610 Job Truss Truss Type Oy PlyPerk Sq/Milar-134<J-A or C_TRAY T12878161 P1349AGT C1 SPECIAL 1I 1 Job Reference (optional) Mid -Florida Lumber, Banow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 4 13 35:43 2018 Page 1 4.11.4 4x4 = 4x4 3x4 = 6.00 12 3 4 5 3x6 r, 4x4 I' 2 6 1 7 m ffto 3 12 3x6 It 11 3x4 I 9 3x8 = N 3.4 = I 1.Sx4 II 9 6 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 TCOL 10.0 Lumber DOL 1.25 BC 0.62 BCLL 0.0 Rep Stress Incr NO WB 0.64 BCDL 10.0 Code FBC2017/rP12014 Matnx-MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 Except' 5-9: 2x4 SP No.3 WEBS 2x4 SP No.3 Stab: 1/4'- V DEFL. in (loc) Wall Ud PLATES GRIP Veft(LL) 0.0411-12 >999 240 MT20 244/190 Ven(CT) -0.0411-12 >999 180 Horz(CT) -0.04 8 n/a n/a Weight. 94 lb FT = 20% TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. All bearings 4.6 8 except (jt=length) 12=0-7-4. lb) - Max Horz 12=357(LC 7) Max Uplift All uplift 100 lb or less at joint(s) 9 except 12=665(LC 8), 10=1681(LC 7), 8 - 345(LC 8) Max Grav All reactions 250 lb or less at joint(s) 9, 9 except 12=435(LC 17), 10=794(LC 1), 8=425(LC 14) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=243/543, 3-4=149/528, 4-5=201/541, 5-6=296293. 2-12=387/607. 6-8=386/362 BOT CHORD 11-12=339237. 5.10=-685/1232 WEBS 5-11=1084/443,2-11=-468/156 NOTES. t 1) Unbalanced root live loads have been considered for this design. 2) Wind ASCE 7-10, Vuft=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=4ft; Cat. II, Exp C; End., GCpi=0.18; MWFRS (directional); end vertical left and right exposed; porch left exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) na 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcument 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 redangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 10 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify capacity of beanng surface. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) 9 except (jt=lb) 12-665, 10=1681, 8=345. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 137 lb down and 206 Ile up at 4-11-4, and 137 lb down and 206 lb up at 6-3-4 on top chord, and 149 Ile down and 632 lb up at 4-11-4, and 149 lb down and 647 Ile up at 6-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility otlothers. 10) In the LOAD CASE(S) section, bads applied to the face o1 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 (ptf) Vert: 1-2=-60, 2-3=-60, 3-4=60, 4-6-60, 6-7=-60, 10-12-20, 8-9=20 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING • Va ft design parsmarars and READ NOTES ON THIS AND INCLUDED Mr1EK REFERENCE PAGE MI.7473 mi 16=01S BEFORE USE. Design valid lot use only with MlreM Connectors. This design is based only upon parameters shown, and is for an inderdual buiWmg component. not a truss system. Before use, the busdmg designer must verify the applicability of design parameters and property incorporate this design moo the *"too budding design. Bracing indicated is to prevent buckling of individual truss Web and/et chord members only. Additional temporary and permanem bracing is always required tot stabday and to prevent collapse with possible personal injury and property damage. For general guidance "filing the fabrication, storage, delivery. erection and bracing of trusses and was "am&, sea ANSI/rPH Quality Crbarla, OSS49 and SCSI Building Component 6904 Parka Fast Blvd. Safety Information available from Truss Plate Institute, 218 N. Lea Street, Stine 312. Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oy Ply Park Sq/Milan-1349-A or C TRAY T12878161 P1349AC-T C1 SPECIAL 1 1 Mid -Florida Lumber, Bartow. FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 4 13:35:43 2018 Pape 2 ID.S OpR05ws414AkYA3UNGXPzrSby-mO0kJl42elagryfszAhPEmve6ORhJDu G4CUYzyjTk LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 3=90(F) 4=90(F) 11-149(F) 13-149(F) O WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MrTEX REFERENCE PAGE WJ-7473 rev. tO/*M1S BEFORE USE. Design valid for use only with MTelt® connectors. This design is based only upon parameters shown. and is for an uldeAdual budding component, not a truss system Before use, the buildup designer must venly the applicability of design parameters and property incorporate this design into the overall building design Braang indicated is to prevem Wekbng of xndnW ual truss web and/or Chord members only. Additional temporary and permanent Mang is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabncatxon, storage, delwery, efWlon and brae ing at trusses and truss systems, see ANSM11 Quality Criteria. OSS49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Inindute. 218 N Lee Street. Suite 312. Alexandria. VA 22314. Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Milan-1349•A or C_TRAY T12878162 P1349AC T C2 SPECIAL 1 1 Job Reference foationsh Mid-Flonda Lumber, Bartow, FL. a.130 S Sep 15 2017 Mirek Industries, Inc. Thu Jan 4 13:35:44 2018 Page 1 ID-S_OpRO5ws4l4AkYA3UNGXPzr8by-Ec26Xe5BOcihT 11rPgMISJ4YVoOOpf2Dvpm0_zylTl r1J0-121 6-3-4 11-2-6 it 2-3-4 1.612 21-" 4-11-4 1-0.12 3x4 = 3x4 i 4x4 = 6.00 f 2 3 4 5 42-11 6-3.4 11-2.8 4-2-14 a D 1$12 4-114 LOADING (psf) SPACING- 2 0 0 CSI. DEFL. TCLL 20.0 Plate Grip DOL 1.25 TC 0.41 Vert(LL) TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(CT) BCLL 0.0 Rep Stress Incr NO WB 0.43 Horz(CT) BCDL 10.0 Code FBC2017frPI2014 Matrix -MS in (loc) I/dell L/d PLATES GRIP 0.04 8-9 >999 240 MT20 2441190 0.04 8-9 >999 180 0.04 8 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 'Except' 3-11. 2x4 SP No.3 BOT CHORD WEBS 20 SP No.3 REACTIONS. (lb/size) 12-248/0-3-4, 8=418/0-7-4, 11=729/0-7-4 Max Horz 12=357(LC 6) Max Uplift 12=325(LC 4), 8=597(LC 8), 11=1345(LC 7) Max Grav 12=442(LC 14), 8=433(LC 18), 11=729(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4=196/474. 45=147/464. 5-6=240/473, 2-12=-392/329, 6-8=385/535 BOT CHORD 11-12=261/253, 10-11=-688/1091, 3-10--646/915 WEBS 3-9=737/414.2-11=3571373.6-9=282/153 NOTES - Scale 2 1:45.9 Weight: 94 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid ceiling direly applied or 10.0-0 oc bracing. Except* 6-0-0 oc bracing: 10-11. 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opsf,, h=15ft, 8=45ft; L=24ft, eave=4ft; Cat. 11; Exp C. Encl., GCpi=0.18: MWFRS (directional); end vertical left and right exposed; porch right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 12=325, 8=597, 11=1345. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated'load(s) 130 lb down and 187 lb up at 4-11-4, and 137 lb down and 206 lb up at 6-3-4 on top chord, and 55 lb down and 246 lb up at 4-11-4, and 149 lb down and 632 lb up at 6-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pl) Vert: 1-2=60, 2-4=-60, 4-5=60, 5-6—W. 6-7=-60, 11-12=20, 8-10-20 Concentrated Loads (lb) Vert: 4= 83(F) 5 =90(F) 9=149(F) 13=-54(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING • Verify design parameter and READ NOTES ON THIS AND INCLUDED MIIEN REFERENCE PAGE W0-7472 nave. /0A1 MIS BEFORE USE. Design valid for use ordy with WNW connector. This design is based only upon parameters shown, and is for an individual building componem, not a truss system. Before use, the building designer must vent' the applicability of design parameter and propeM Incorporate this design into the overall budding design. Eke" indicated is to prevent budding of individual Met web end/or ctdrd member only Additional temporary end permanent bracing is always required for stability and to prevent collapse with possible personal Injury and praperty damage For general guidance regarding the MM fabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANSVM1 Quality Criteria, OSS46 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 2t8 N. Lee Street. Suite 312. Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Milan-1349-A or C TRAY Tt2878163IP1349AC-T CJ1 JACK 10 1 Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 4 13:35:45 2018 Page 1 ID.SOpRO5ws414AkYA3UNGXPzr8byyo7Uk_6p9wgY5BtizOD9UWBvFQ9MIBSZZJYOzMTI 1-0.0 1." 1-0-0 1-0-0 20 = LOADING (psf) SPACING- 2 0 0 CSI. DEFL. in loc) Ildefl Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.10 Ven(LL) 0.00 5 999 240 TCDL 10.0 Lumber DOL 1.25 8C 0.02 Vert(CT) 0.00 5 999 180 BCLL NO ' Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=10/Mechanical, 2-130/0-8-0, 4=0/Mechanlcal Max Horz 2=59(LC 12) Max Uplift 3=6(LC 9), 2=113(LC 12) Max Grav 3=12(LC 17), 2-130(LC 1), 4=16(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale - 1 7.0 PLATES GRIP MT20 244/190 Weight 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1 -0-0 oc puriins. 80T CHORD Rigid ceiling directly applied or 104-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh-150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft, 8=45ft, L-24ft, eave=oft, Cat. 11; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) zone;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load noneoncurrent with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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) o1 truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (R=lb) 2=113. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0" O WARNING - VwIfy design parameters and READ NOTES ON THIS AND INCLUDED MITEX REFERENCE PAGE 6014I73 rev. I&V2,2015 BEFORE USE. KARMW Design valid for use only with MiTek® connectors. This design is based only upon parameters shown. and is for an in0mdual building component. net a truss system. Before use, the building designer must verity dine applicability of design parameters and property incorporate this design into the overall budding design Brscing Indicated is to prevent buckling of indmilual buss web and/or chord members only Additional temporary and permanent bracing is always regared for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the on fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East BIW Safety Information available from Truss Pima Instaule, 218 N. Lea Street. Suite 312. Alexandria. VA 22314. Tamps, FL 36610 b Truss Truss Type Oty Py Park Sq/Milan-1349•A or C TRAYT72878164 319AC TrPI CJ3 JACK 8 1 all Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Thu Jan 4 13:35:46 2018 Page 1 ID:S OpR05ws414AkYA3UNGXPzrsby-B?hsyJ6RwDyOiKSEX5kOltOViJZMupvKgDlt4szylTh 1-0-0 3-0-0 t-0-0 3-0-0 Scale, 1t1' 2x4 = LOADING (psf) SPACING- 2.0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 TCDL 10.0 Lumber DOL 1.25 BC 0.10 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017/TPI2014 Mauix-MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=71/Mechanical.2=188/0-6-0.4=36/Mechanical Max Horz 2=105(LC 12) Max Uplift 3=52(LC 12). 2=107(LC 12), 4-1(LC 9) Max Gray 3=77(LC 17). 2-188(LC 1), 4=52(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. DEFL. in (loc) Well Lid PLATES GRIP Vert(L-) 0.01 4-7 >999 240 MT20 2441190 Vert(CT) -0.01 4-7 >999 18o Horz(CT) -0.00 3 n/a n/a Weight. 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oC puffins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oC bracing. NOTES- 1) Wind ASCE 7-10: Vuft=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf, BCDL=3.Opsf; h=15ft, 8=45ft; L=24ft; eave=4ft, Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-" to 2-11-4 zone;C-C for members and forces 8 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL-1.60 2) This truss has been designed for a W.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, 4 except (jt=lb) 2=107. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING • V dly design parameters and READ NOTES ON THIS AND INCLUDED AITTEX REFERENCE PAGE 11614173 ray. f0iO3QOfS BEFORE USE Design valid for use only with Mirek® connectors. This design is based only upon parameters abd+m. and is for an individual building component, not Isatrusssystem. Before use, the building designer must vent' the applicability of design parameters and property incorporate this design into me overall buildup design Bracing indicated is to prevent buckling of individual truss Web and/or chord members only Additional temporary and permanent bracing is aavays required for stability and to prevent cogapse with possible personal injury and property damage For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems, sae ANSVrPI1 Quality Criteria, OS849 and SCSI Building Component 8904 Parke East Blvd. Safety Information available from Truss Plata Insidute, 218 N. Lee Street, Suite 312. Alesandna, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Milan-I349-A or C TRAY 1 T12878165 P1349AC-T CJ3A JACK 7 1 Job Reference lootionall Mid -Florida Lumber, Banow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 4 13:35:47 2018 Page 1 ID•S OpR05ws414AkYA3UNGXPzrSby-fBFF9t73hX4FK0005pFda4wc3jvAdE4Uvt2OdJzylTg 1.0-12 2-11-4 1412 2-11-4 t.dx+ u 3%4 = LOADING (psf) SPACING- 2 0 0 CSI. OEFL. in loc) Ildell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.01 5 6 999 240 TCOL 10.0 Lumber DOL 1.25 BC 0.13 Vert(CT) 0.01 5-6 999 180 BCLL 0.0 - Rep Stress Ina YES WB 0.13 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Maid MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 6=198/0 8 0, 3-66/Mechanical, 4=27/Mechanical Max Horz 6=229(LC 12) Max Uplift 6=41(LC 8), 3=47(LC 12), 4=186(LC 12) Max Grav 6=198(LC 1), 3=74(LC 17), 4=135(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5.6=280/154 WEBS 2-5=247/449 Scab = 1 27.6 PLATES GRIP MT20 244/190 Weight: 21 lb FT = 20% Structural wood sheathing directly applied or 2-11-4 oc purlins, except end verticals. Rigid ceiling directly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=150mph (3-second gust) Vesd=116mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C. End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2)-1-0-12 to 1-11-4, Interior(1) 1-11-4 to 2-10-8 zone, end vertical left exposed;C-C for members and forces d MWFRS for reactions shown; Lumber DOL-1.60 plate gnp OOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 Wide 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) 6, 3 except (N=lb) 4=186. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING - Verify design parsmafers and READ NOTES ON THIS AND INCLUDED aBTEK REFERENCE PAGE MI.7473 ray. 144=015 BEFORE USE. Design valid for use only with MTekS 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 verify the applicability of design parameters and property incorporate this design and the overall building design Smang indicated is to prevent bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing rs 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 ANSIlrPI1 Quality Criteria, OS6419 and SCSI Building Component 6004 Parke East Blvd Safety Information available from Truss Pima Institute. 218 N Lee Street. Suite 312. Alexandria, VA 22314 Tamps. FL 36610 Job Truss Truss Type Dry Py Perk Sq/Mdan-I349-A or C_TRAY T12878166 P1349AGT CJ38 JACK 1 1 t' a Mid-Flonda Lumber. Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 4 13 35:48 2018 Page 1 ID:S 0pRO5ws414AkYA3UNGXPzr8tly-7NpdN78hSrC6yebceWms61Tel7DOMfod8Xnz91zylTf 1-a12 2-114 1a12 2-114 6.00 12 Scale - 137 9 1 5u4 11 US = 2-114 LOADING (psf) TCLL 20.0 TCOL 10.0 BCLL 0.0 SCOL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017/TPI2014 CSI. TC 0.87 BC 0.25 WB 0.31 Matrix -MP DEFL. in Vert(LL) -0.01 Vert(CT) -0.01 Horz(CT) -0.03 loc) I/defl Ud 5-6 >999 240 5-6 >999 180 3 n/a n/a PLATES GRIP MT20 244/190 Weight 27 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-3-15 oc bracing. REACTIONS. (lb/size) 6=198/0.3-4, 3=66/Mechanical, 4=27/Mechanical Max Horz 6=307(LC 12) Max Uplift 6=146(LC 10), 3=47(LC 12), 4=383(LC 12) Max Grav 6=263(LC 12), 3=74(LC 17), 4=284(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-6-504/308 BOT CHORD 5-6=343/213 WEBS 2-5-487/786 NOTES- 1) Wind: ASCE 7-10, Vutl=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opsf, h=15ft, B=45ft, L=24ft; eave=oft; Cat. II; Exp C; End., GCpi=0.18: MWFRS (directional) and C-C Exterior(2)-1-0-12 to 1-11-4, Interior(1) 1-11-4 to 2-10-8 zone, end vertical left exposed,C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi 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 fd between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3 except (t=lb) 6=146, 4=383. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Versify design parameters and READ NOTES ON THIS AND INCLUDED a1frEK REFERENCE PAGE 01-7473 rev. 10)MOI S BEFORE USE. Design valid for use only with MUM Connectors. This design is based only upon pararmeters shovm, and is for an individual budding component. not a truss system Before use, the budding designer must vent' Corac theapplicabilityofdesignparametersandpropertyInnpoethis design into the overall building design Bracing indicated is to prevent suckling of individual true web and/or chord members only. Addadnal temporary and pennanem bracing is always required far stabdny and to prevent Collapse with possible personal injury and property damage. For general guidance regarding the in fatincMion, storage, delivery, erection and bracing of trusses and Coss systems, see ANSVTPII Quality Criteria, OSS49 and SCSI Building Component 6904 Parka East Blvd Safety Information available from Truss Plate Institute. 216 N. Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oy Ply Park S(I/Milen-1349-A or C_TRAY 1 T12878167 P1349AC-T CJ3T SPECIAL 2 Job Reference (optionali Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 4 13:35 48 2018 Page 1 ID:SOpR05ws414AkYA3UNGXPzrSby-7NpdN?8hSrC6yebceWms61Tgy7EXMIPd8XnzglzytTf 1-0-0 2-7.8 1-0-0 2-7-8 0-4-8 2x4 = LOADING (psf) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip OOL 1.25 TC 0.13 TCDL 10.0 Lumber DOL 1.25 BC 0.18 SCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC20171TP12014 Matrix -MR LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except* 3-7 2x4 SP No.3 REACTIONS. lb/size) 2=189/041-0, 5=118/Mechanical Max Hoe 2=117(LC 12) Max Uplift 2=103(LC 12), 5=76(LC 12) Max Grav 2=189(LC 1), 5=121(LC 17) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. 3} 0.131x3.5" Scala TOENAILS 2-7-6 DEFL. in (loc) I/deft Ud PLATES GRIP Vert(LL) -0.01 7 >999 240 MT20 244/190 Vert(CT) .0.01 7 >999 180 Horz(CT) -0.01 5 We n/a Weight: 13 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0.0 oc puriins. BOT CHORO Rigid ceiling direly applied or 10-0.0 oC bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=150mph (3-second gust) Vasd=116mph; TCOL=4.2psf; BCOL=3.0psf; h=15ft, B=45ft; L=24ft; eave=oft; Cat. II; Exp C; End., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-2-5, Interior(1) 2-2-5 to 3-0.0 zone:C-C for members and forces 6 MWFRS for reactions shown, Lumber DOL-1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 pal bottom chord live load nonconcurrent with any other live loads. 3) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (f<=lb) 2=103. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARNING - Verlry daslgn juramarara and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE ae47173ray. 1010JrlO1S BEFORE USE Design valid for use only with MTek® connectors. This design is based only upon parameters shown. and is (or an individual building component, not a truss system. Before use, the building designer must verify the applrcabddy of design parameters and property incorporate this design into the overact buamg design Bracing moicated is to prevent buCkling of individual truss web and/or Chord members onty. Additional temporary and permanent bracing is & WOO 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, ace ANSI/IP11 Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Instate, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa FL 36610 Job Truss Truss Type Oy Ply Park Sq/Milan-1349-A or C TRAY T12878168IP1349AC-T CJI JACK 1 1 Job Reference (optionall Mid -Florida Lumber, Bartow, FL 8.130 s Sep 15 2017 MiTek Industries. Inc. Thu Jan 4 13:35:49 2018 Page 1 10:S_OpRO5ws414AkYA3UNGXPzrBby-baN7aL9KD8KzaoApCEH5NOw7 WX?5AfnMBXXhBzyjTe 4-" 4$0 Scale a 1.17.1 30 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 TCDL 10.0 Lumber DOL 1.25 SC 0.36 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 BCDL 10.0 Code FBC2017rTPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 1=184/0.8-0, 2=124/Mechanical, 3=60/Mechanical Max Horz 1=109(1-C 12) Max Uplift 1-43(LC 12). 2=100(1-C 12), 3=-8(LC 12) Max Grant 1=184(LC 1). 2=134(LC 17). 3=87(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. DEFL. in (loc) I/deft Ud PLATES GRIP Ven(LL) 0.04 3-6 >999 240 MT20 244/190 Ven(CT) -0.05 3-6 >999 180 Horz(CT) -0.01 2 n/a n/a Weight: 15 Ili FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 41-0 oc punins. BOT CHORD Rigid ceiling direly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vuh=150mph (3-second gust) Vesd=116mph; TCDL=4.2psf; BCDL=3.Opsf; h=15R; 8=45f1; L=24R; eave=4R; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-041 to 3.0-0, Interior(1) 3-" to 4-7-4 zone;C-C for members and forces S MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 344 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2, 3. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING • Verfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11140-7473 ray. 1".W015 BEFORE USE. Design valid rot use onty with Mrrek® connector. This design is based only upon parameter sham. and is for an rrldvadual budding component. not a true "am. Belpre use, the budding designer must vent' the applicability of design parameters and properly incorporate this design into the overall budding design Bracing indicated is to prevent buckling of milmdual truss web andror chord members pry. AddNonal temporary and permanent bracing is always required for stability and to prevent collapse wah possible personal injury and property damage. Far general guidance regarding the fabrication, storage, delivery, erection and bracing of truss" and truss systems, tee ANSVrP11 Quality Crlteria, OSSAS and SCSI Building Component 6004 Parke East BNd Safety Information available elm Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314 Tempt. FL 36610 Job Truss Truss Type Oty Ply Park Sq/Mdan-1349-A or C TRAY 1 T12878169IP1349AC-T CJS JACK 5 Job Reference iontionall Mid -Florida Lumber, Bartow, FL 8.130 s Sep 15 2017 MiTek Industries, Inc Thu Jan 4 1335.50 2018 Page 1 ID:S OpRO5ws414AkYA3UNGXPzr8by-3mxNnh9y_SSgByt7mxoKBlY5nwt2gduwbrG4DezylTd t-0-0 5.0-0 3x4 = Scale - 1 17.9 LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in loc) I/deg Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.43 Ven(LL) 0.06 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 037 Ven(CT) -0.06 4-7 >988 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix -MP Weight: 18 Ile FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-" oc purllns. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 3=127/Mechanical, 2=264/0-8-0, 4=64/Mechanical Max Horz 2=152(LC 12) Max Uplift 3-98(LC 12), 2-122(LC 12), 4=5(LC 12) Max Grav 3=138(LC 17), 2=264(LC 1). 4=91(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind ASCE 7-10; Vu11=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf, BCDL=3.0psf; h=15ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp C; End., GCpi=O 18: MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0.0, Intenor(1) 2-" to 4-11-4 zone;C-C for members and forces iL MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except (jt=lb) 2=122. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies dift, O WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 110I.7473 rev I&W/201S BEFORE USE. Design valid for use only with MITek® conneUots This design is based only upon parameters shown, and is for an individual building component, not a truss system Baton use, the buildup designer must venty the applicability of design parameters and property incorporate this design into the overall budding design. Bracing indicated is to prevent buctdrng of Individual truss web and/or chord members only Additional temporary and permanent bracing rs 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 "am$. sea ANSVIPII Quality Criteria, 0SB-69 and SCSI Building Component 6004 Parke East SW Safety Information available from Truss Plate Institute. 218 N Lee Street Suite 312. Alexandria. VA 22314. Tampa. FL 36610 Job Truss Truss Type Oy Ply Park Sq/Mden-1349-A or C TRAY 1 T12878170 P1349AC.T CJST SPECIAL 2 Job Reference fontionall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc Thu Jan 4 13 35 512018 Page 1 ID:S OpR05ws414AkYA3UNGXPzr8by-XyUI?1Aalmahp6KBK1KZkw5FhKDLZ484gVOdnMzyiTc 1-0-0 2-7.8 i 544 143-0 2-7.8 2.4.8 2x4 = 2-7.8 5-" 2-7-8 2-4.8 LOADING (psQ SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip OOL 1.25 TC 0.48 TCDL 10.0 Lumber DOL 1.25 BC 0.37 SCLL 0.0 Rep Stress Incr YES WS 0.00 BCDL 10.0 Code FBC2017frPI2014 Matnx-MR LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 'Except• 3-7 2x4 SP No.3 REACTIONS. (lb/sae) 4=1141Mechanical, 2=267/041-0. 5=81/Mechanical Max Horz 2=152(LC 12) Max Uplift 4-77(LC 12), 2=-122(LC 12), 5=25(LC 12) Max Grav 4=122(LC 17), 2=267(LC 1), 5=88(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale - 1 17.0 OEFL. in (loc) I/deg Ud PLATES GRIP Vert(LL) 0.10 6 >577 240 MT20 244/190 Ven(CT) -0.10 6 >597 180 Horz(CT) -0.05 5 n/a n/a Weight: 19 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing direly applied or 5-0-0 oC puriins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=1SOmph (3-second gust) Vasd=116mph; TCOL=4.2psf; SCDL=3.Opsf; h=15ft; 8=45ft; L=24ft; eave=4ft; Cat. II, Exp C; End., GCpi=0.18: MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 4-11-4 zone;C-C for members and forces S MWFRS for reactions shown; Lumber DOL=1.60 plate grip OOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide will fit between the bottom chord and any other, members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (A=lb) 2=122. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies A-AnmG - Vadly design parameters and READ NOTES ON THIS AND INCLUDED N/TEK REFERENCE PAGE 114II.7473 rev. 1"312015 BEFORE USE. Oesign valid for use only with M(Tek® connectors. This design is based only upon parameters shown, and is for an rndrAdual buildup componem, not a truss system. Before use, the budding designer must windy the spphudhty of design parameters and property incorporate this design into the overall 11u6dmg deign Sractng indicated is to prevent budding of individualtruss web arWlOr chordmembers only Additional temporary and permanentbracing is always required for subiliy and to prevent Collapse with posslWe personal injury and property damage. For general guidance regarding the Is fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, OS849 and SCSI Building Component 6604 Parke East Blvd. Safety Information avadable from Tutu Plate Institute, 216 N Lee Street, Suite 312. Alexendna, VA 22314. Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Milan-1349-A or C TRAY T72878171 P1349AC T CJA JACK 7 11 Job Referenceo ' Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 4 13.35.51 2018 Page 1 ID:S_OpRO5ws414AkYA3UNGXPzrSby-XyU171 Aalmahp6KBKfK2kw58PKCG2484qVOdm4zATc 1-0-12 0-11-4 1-0-12 0.11-4 6.00 12 5x6 MT20HS 11 Scab = 1:22.7 a-114 at 1.4 Plate Onsets (X.Y>— 12.0-2-0.0-1-121 LOADING (pso SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber OOL 1.25 SC 0.44 Vert(CT) -0.00 4-5 >999 180 MT20HS 187/143 BCLL 0.0 Rep Stress Iner YES WB 0.00 Horz(CT) -0.11 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix -MR Weight: 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 0.11-4 oc puriins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 5=160/0.8 . 3=27/Mechanical, 4=2/Mechanical Max Harz 5=183(LC 12) Max Uplift 5=235(LC 10), 3=158(LC 12), 4=278(LC 12) Max Grav 5=333(LC 12), 3=107(LC 10), 4=204(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind ASCE 7-10; Vuft=150mph (3-second gust) Vasd-116mph; TCOL=4.2psf, BCDL=3.Opsf, h=15ft, B=45ft; L-24ft; eave=oft; Cat. II, Exp C; End., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces E MWFRS for reactions shown; Lumber OOL=1.60 plate grip OOL=1.60 2) All plates are MT20 plates unless otherwise indicated. 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) 5=235, 3= 158, 4=278 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 parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE 1af•7473 ray. 1"312015 BEFORE USE. Design valid for use only with Mrrek® Connectors. This design is based only upon parameters shown, and is for an Individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate thus design into the overall building design. Bracing Indicated is to prevent budding of udMdual truss Web andlat 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 braung of trusses and truss systems, a" ANSVrPII Quality Criteria, OSMS and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Insttule, 216 N. Lee Street. Suite 312, Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Milan- I 349-A or C_TRAY T12878172 P1349AC-T CJB JACK 1 1 Job Reference (ontionall Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 4 13.35.52 2018 Page 1 ID:S OpR05ws414AkYA3UNGXPzr$by-?927CNBCWJYRFvNiMmG8eO6kd71V70391BIWzyiTb 0,11-411i1 ,, 1.0.12 0-11-4 6,00 12 1 Sra t.Sx4 II 0a3di4\ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deb Vd TCLL 20.0 Plate Grip DOL 1.25 Tc 0.63 Vert(LL) 0.00 5 999 240 TCOL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 5 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.15 Horz(CT) 0.29 3 n/a n/a SCOL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 'Except' BOT CHORD 4-6: 2x4 SP No.3 REACTIONS. (lb/size) 5=159/0-3-4, 3=33/Mechanical, 4=7/Mechanical MaxHorz 5=107(LC11) Max Uplift 5-76(LC 8), 3-33(LC 1). 4-369(LC 11) Max Grav 5=368(LC 11), 3=57(LC 12). 4=14(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 5-6=361/78, 2-6=1521267 WEBS 4-6-169/489 Scale = 1:33.2 PLATES GRIP MT20 244/190 Weight 15 Ile FT = 20% Structural wood sheathing directly applied or 0-11-4 oc puffins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10, Vuft-150mph (3-second gust) Vasd=116mph; TCDL=4.2psf, BCDL=3.Opsf, h=15ft, 8=45ft; L=24ft, eave=oft, Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces E MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrem with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tell by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) S. 3 except (it=Ib) 4=369. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - VMfy design parameters and READ NOTES ON THIS AND INCLUDED a//TEK REFERENCE PAGE 11a1.7473 rev. 10At3/201 S BEFORE USE. Oesign valid for use only with MTekS, connectors. This design is based only upon parameters shovm, and is for an individual building component, not a truss system. Before use, the budding designer must venfy tha applicability of design parameters and property mCarixinde this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or diard members only Additional temporary and permanent bracing is aways required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the tabricalan, storage, doWery. erasion and bracing of trusses; and truss systems, see ANSITPII Oualky Criteria, OSBAS and SCSI Building Componom 6904 Parke East BIW. Safety Information available from Truss Plate Instdue, 218 N Lee Street, Suna 312. Alexandria. VA 22314. Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Milan-1349-A or C_TRAY T12878173 P1349AC-T FT1 SPECIAL 1 2 all Mid -Florida Lumber, Bartow. FL. S.130 s Sep 15 2017 MTek Industries. Inc. Thu Jan 4 13:35:53 2018 Page 1 I D:S_OpROSws414AkYA3UNGXPzr8by-ULcMiCgHNgP2PUaR3M 1 pLAe 18sM 1 twMHpVkgyzyjTa 3-" 7.5 4 11-2.12 3-" 3.7.12 Scala - 1, 19.1 Ix4 = 3x4 = 3x4 1 9 10 2 11 12 3 13 1.Sx4 II 14 4 n. 15 16 7 17 16 a 19 20 4x4 = 3x4 8 1.5x4 It 2 3-9,8 3 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 TCDL 10.0 Lumber DOL 1.25 BC 0.46 BCLL 0.0 Rep Stress Inor NO WB 0.49 BCDL 10.0 Code FBC2017frP12014 Matrix -MS 5 3x4 DEFL. in (loe) I/dell L/d PLATES GRIP Vert(LL) -0.04 6-7 >999 240 MT20 244/190 Vert(CT) -0.07 6-7 >999 180 Horz(CT) 0.01 5 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (lb/size) 8=1531/0-8-0, 5=161910-3.8 Max Uplift 8=633(1-C 4). 5=604(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD "-1457/624, 1-2=2445/975, 2-3=2487/963 BOT CHORD 6-7-975/2445, 6-6=963/2487 WEBS 1-7=1030/2595, 2-7=808/416, 3-6=61/424. 3.5=2637/1025 Weight: 116 Ib FT = 20% Structural wood sheathing directly applied or 60-0 oc purlins, except end venicals. 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: 20 - 1 row at 0-9-0 oc Webs connected as follows: 2x4 - 1 row at 0-" oc. 2) All loads are considered equally applied to all plies, except it noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated. 3) Wind: ASCE 7-10; Vuh=150mph (3-second gust) Vasd=116mph; TCDL-4.2psf; BCDL-3.Opsf, h=15ft; B=4511; L=24ft; eave=oft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live Wads. 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 (A=lb) 8=633.-5=604. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 178 lb down and 82 Ib up at 8-1-7, 155 lb down and 71 lb up at 10-1-7, 271 Ib down and 125 Ib up at 5-0-0. 271 Ib down and 125 lb up at 6-2-8, and 333 lb down and 154 lb up at 1-1-0, and 198 lb down and 92 lb up at 3-1-0 on top chord, and 22111 down and 12 Ib up at 1-1-2, 116 lb down and 41111 up at 3-1-2, 182 lb down and 53 Ib up at 5-1-2. 182 111 down and 53 lb up at 7-1-2, and 182 Ib down and 53 lb up at 9-1-2, and 187 lb down and 47111 up at 10-7-10 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase-1.25, Plate Increase=1.25 Uniform Loads (ptf) Vert: 1-4=60, 5-8=-20 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARNING • Verify daafpn panmatan and READ NOTES ON THIS AND INCLUDED NTEK REFERENCE PAGE MII-7473 raw. 10003Q013 BEFORE USE. Design valid for use only who MTekli connectors. This design is based only upon parameters shown, and is for an irWrvWual building component, not 4 truss system Before use, the building designer must vent' the applicability of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent buckling of indrad WI truss web and/of Chord members only. Additional temporary and permanent bracing is always re4uired for stability and to prevent collapse with possible personal injury and peoperry damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVMII Ouallty, Crharla, OSS419 and SCSI Building Component 6904 Parke Fin Blvd. Safety Information available hom Truss Plata Instates, 218 N. Lae Street. Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Py Park Sq/Mdan-1349•A or CTRAY 1 T12878173IP1349AC-T FT1 SPECIAL i 2 Job Reference (optionall Mlo-Flonda Lumber, Bartow, FL. 5,130 s Sep 15 2017 Mi I ek Industries. Inc. I nu Jan 4 13:35:53 201a race 2 ID:S_OpRO5ws414AkYA3UNGXPzrSby-ULcMjCgHNgP2PUaR3M 1 pt.Ae 18sM 1 twMHpVkgyzyjTa LOAD CASE(S) Standard Concentrated Loads (Ili) Vert: 9-333 10-198 11-271 12-271 13-178 14-155 15-22(8) 16-116(8) 17-182(8) 18-182(8) 19=182(B) 20=187(B) O WARMNG • Vedy, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1I14473 rev. I&W/201S BEFORE USE. Design valid for use only with MTelc® conneciom. 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 Una the overall buildup design. Bracing indicated is to prevent buckling of indnWual 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, erecum and bracing of trusses and truss systems, see ANSVTPII Oualhy, Collette, OSS49 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 Oy Ply Park Sq/Milan-1349•A or C_TRAY T12878174I IP1349ACTJ4JACK41 Job Reference loolionall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 4 13,35:54 2018 Page 1 ID:S OpR05ws414AkYA3UNGXPzrSby-yXAud2DS2hyGgZ3m?ntGM7apcXFBmRu1NWfEINPzyITZ 4315 4-315 Scale - 1:15.4 2x4 4.315 LOADING (psf) SPACING- 2-04 CSI. OEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) 0.03 3-6 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(CT) 0.04 3-6 999 180 BCLL 0.0 Rep Stress Ina YES WB 0.00 HOrz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FSC2017I TPI2014 Matnx-MP Weight: 14 Ili FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 1 =1 71 /Mechanical, 2= 1 12/Mechanical, 3=59/Mechanical Max Horz 1=101(LC 12) Max Uplift 1=44(LC 12). 2=87(LC 12), 3=9(LC 12) Max Grav 1=171(LC 1). 2-121(LC 17). 3=79(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 4-3-15 cc purlins. BOT CHORD Rigid ceiling direly applied or 10.0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL-3.0psf h=15ft; 8=45ft; L=24ft; eave=oft; Cat. II; Exp C; End., GCpi=0.18: MVVFRS (directional) and C-C Extenor(2) 0-0-0 to 3-0-0, Interior(1) 3-0.0 to 4-3-3 zone:C-C for members and farces & MVMFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrerd with any other live bads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 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) 1, 2, 3. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARNING • VaAly design ParaRMtara and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE 111II.7172 rev. 10403r1015 BEFORE USE. Design valid for use only with MTak® Connectors. This design is baud only upon parameters shown, and is for an individual building component, not a truss system Belem use, the budding designer must verify the applicability of design parameters and pmpedy incorporate this design into the overall building design Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing rs always required for stability and to prevent collapse with possible personal injury and property damage. Far general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVMI Quality Criteria, OSS49 and SCSI Building Component 6904 Pence East 81ve. Safety Information available from Truss Pima Institute, 218 N Lee Street. Suite 312. Alexanidna, VA 22314. Tamps. FL 36610 b Truss Truss Type Oy PlyPerk SgNdan-1349-A or C_TRAYT12878175rPI349AGTJ5JACK41 all Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 4 13:35:55 2018 Page 1 ID•S_OpRO5ws414AkYA3UNGXPzrSby-OjkGrOD4p 471jey2UOVumGvMxbkVs287_rwr,I rY 1-0-12 4-11-4 1-0-12 4-11-4 Scale 3/8 -V 30 = LOADING (pso SPACING- 2-0.0 CSI. DEFL. in loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Vert(LL) 0.03 5-6 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.27 Ven(CT) 0.06 5-6 946 180 SCLL 0.0 Rep Stress Ina YES WB 0.13 Horz(CT) 0.01 3 We We BCDL 10.0 Code FBC2017frP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 6=271/0-8.0, 3=133/Mechanical, 4=47/Mechanical Max Harz 6=277(LC 12) Max Uplift 6=-32(LC 8), 3=107(LC 12). 4=129(LC 12) Max Grav 6=271(LC 1), 3=145(LC 17), 4=120(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=339/188 WEBS 2-5=229/414 PLATES GRIP MT20 244/190 Weight: 30 lb FT = 204A Structural wood sheathing directly applied or 4-11-4 cc purlins, except end verticals. Rigid ceiling directly applied or 10-" cc bracing. NOTES- I)Wind ASCE 7-10: Vuh-150mph (3-second gust) Vasd=116mph; TCDL-4.2psf; BCDL=3.0psf; h=15ft; B=45ft; L=24ft, eave=oft; Cat. 11; Exp C. End., GCpi=0.18, MWFRS (directional) and C-C Extenor(2)-1-0-12 to 1-11-4, Intenor(1) 1-11-4 to 4-10-8 zone, end vertical left exposed;C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" 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) 6 except (jl=1b) 3=107, 4=129. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARIONG - Verify design parameters end READ NOTES ON THIS AND INCLUDED a rEK REFERENCE PAGE Mil.7473 rev. fon312015 BEFORE USE. Design valid for use only with Mr 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 venfy the applicability of design parameters and property incorporate this design into the overall budding design. Bracing indicted is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is aWays 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, sae ANSUM1 Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd Safety Information avadable from Truss Plate Institute. 216 N. Lee Street. Suite 312. Alexandria. VA 22314. Tamps, FL 36610 Job Truss Truss Type Oy Ply Park Sq/Milan-t 349-A or C_TRAY T12878176 P1349AGT J7 JACK 9 1 Mid -Florida Lumber. Ballow. FL. 1130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 4 13:35.56 2018 Page 1 ID:SOpRO5ws414AkYA3UNGXPzrSby-uvAe2kElaIC_vtD96CvkR_oOHLseELOpznjORHz'ATX 1-0 0 7-0.0 1-0-0 7-0-0 Scab = 1 231 3x4 = 7.0-0 7r n LOADING (psf) SPACING- 2-0.0 CSI. OEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.87 Veri(LL) 0.17 4 7 488 240 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Ven(CT) 0.24 4-7 348 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matnx-MP LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=183/Mechanical, 2=342/041-0, 4=90/Mechanical Max Horz 2=200(LC 12) Max Uplift 3=142(LC 12), 2=141(LC 12), 4=-8(LC 12) Max Grav 3=198(LC 17), 2=342(LC 1), 4=129(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. PLATES GRIP MT20 244/190 Weight 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. SOT CHORD Rigid ceiling direly applied or 10-0.0 oe bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL-3.Opsf, h=15ft; B=45ft, L-24ft; eave=4h; Cat. II; Exp C, Encl.. GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0.0. Interior(1) 2-0-0 to 6-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 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 Ib uplift at joint(s) 4 except (jt=lb) 3=142, 2=141. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE ag1.7473 ray. 10,03/201S BEFORE USE. Oespn valid for use only win MTek® connectors. This design is baud only upon parameters shown, and is for an individual buildup component, not a truss system. Before use, the budding designer must verity the splikAbllrty, of design parameters and property incorporate mhl design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or afro members only. Additional temporary and permanent bracing is sways required for slablay and to prevent collapse with possible personal injury and property damage. For general guidance regarding the N! fabrication, storage, delivery, erection and bracing of trusses and truss systems, sea ANSVrP11 Quality Criteria, OSS-68 end SCSI Building Component 6904 Parke Fast Siva Safety Information available from Tutu Plate Institute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Milan-1349-A or C_TRAY . T12878177 P1349AC-T J7T SPECIAL 4 1 Jot) Reference (oationall Mid-Flonda Lumber, Barlow, FL. 8.130 s Sep 15 2017 MTek Industnes, Inc Thu Jan 4 13:35 57 2018 Page t ID:SOpR05ws414AkYA3UNGXPzBby.M6sOG4FLLeLrXInLgvOzzOLBJIBfzodyCRTyzk2MTW t-0-0 2-7.8 744 1 2-7-8 4-4-0 Scale - 1.23.1 3x4 II 3x4 = 2-7A 7-0-0 22-7.4J-8 LOADING (psQ SPACING- 2-0.0 CSI. TCLL 20.0 Plate Gnp DOL 1.25 TC 0.86 TCDL 10.0 Lumber DOL 1.25 SC 0.69 BCLL 0.0 ' Rep Stress Incr YES WS 0.00 BCDL 10.0 Code FBC2017/TPI2014 Matrix -MR LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 20 SP N0.2 'Except' 3.7: 2x4 SP No.3 REACTIONS. (lb/size) 4=169/Mechanical, 2=346/0-841, 5=107/Mechanical Max Horz 2=200(LC 12) Max Uplift 4=121(LC 12), 2=140(LC 12), 5=28(LC 12) Max Grav 4-182(LC 17), 2-346(LC 1). 5=126(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. DEFL. in (loc) I/dell Lid PLATES GRIP Verl(LL) 0.27 6 >311 240 MT20 244/190 Verl(CT) -0.32 6 >258 180 Horz(CT) 0.16 5 n/a n/a Weight: 26 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3.9-12 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuft=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B-45ft; L-24ft; eave=4ft; Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0.0 to 6-114 zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will rn 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) 5 except (jt=lb) 4=121, 2=140. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MTEN REFERENCE PAGE MF7473 M. 1003I2015 BEFORE USE. Design valid for use only with MRek® connectors. This design Is based only upon parameters shown, and is for an indivtduM building component, not a truss system. Before use, the budding designer must veiny the applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent truckof Individual truss web and/or chord members only. Additional temporary and permanent bracing is always repared for stability and to prevent collapse with possible personal "and propertydamage For generst guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrP11 Ouallty Criteria, OSS42 and BCSI Building Component 6804 Paine East Blvd. Safety Information avallable from Truss Plata Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 38610 Job Truss Truss Type Park Sq/Milan-I349-A or C_TRAYOty T12878178 P1349AC-T KJ5 JACK 3 11121y, 1Job Reference footionall Mid -Florida Lumber, Bartow, FL. 8 130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 4 13.35.59 2018 Page 1 ID:SOpRO5ws414AkYA3UNGXPzr8by4VzngmGbsDbYmKxkoKTR3e0baYtV4MsFgly32czyll7U t6-0 3,M 6.11.1 16-0 3'a 3-5.9 a 5 16 II 3x4 - 6x6 = LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) I/deb Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) 0.05 7-8 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.05 7-8 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.21 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FSC2017/TPI2014 Matnx-MP LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 8=315/0.11-0, 4=90/Mechanical, 5=150IMechanical Max Horz 8=275(LC 8) Max Uplift 8=832(LC 4), 4-52(LC 8), 5-534(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=294/610, 2-3=127/426 BOT CHORD 6-7-417199 WEBS 2-7-505/136, 3.7=-447/103, 3.6=167/704 Scale - 1.33.9 PLATES GRIP MT20 244/190 Weight: 48 Ib FT = 20% Structural wood sheathing directly applied or 6.0-0 oc puriins, except end verticals. Rigid ceiling directly applied or 8-5-7 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vuft=150mph (3-second gust) Vasd=116mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft, B=45ft; L=24ft; eave=4ft; Cat. II, Exp C; End., GCpi=0.18, MWFRS (directional), end vertical left exposed; Lumber DOL-1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will rd between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (jt=lb) 8=832, 5=534. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 217 lb up at 1-5.12, 217 Ib up at 1-5-12, and 81 Ib up at 4-3.11, and 81 Ib up at 4-3-11 on top chord, and 255 Ib up at 1-5-12, 255 Ib up at 1-S-12, and 178 Ib up at 4-3-11. and 178 lb up at 4-3-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2-60, 2-0-60, 5-8-20 Concentrated Loads (lb) Vert: 9=75(F=37, B=37) 11=5(F=3, B=3) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING- Vartly Malin parameters and READ NOTES ON rN/S AND INCLUDED MITEK REFERENCE PAGE MII.747.1 rev. 10,11=20/5 BEFORE USE. Design valid tot use only with Wek® connectors This design is baud only upon parameters shown, and is tot an individual bulldog component, not a truss system. Before use, the budding designer must vent' the applicability of design parameters and property incorporate this design into the overall budding design. Bering indicated is to prevent buckling of individual truss web and/or chant members only. Additional temporary and permanent bracing rs aways required for subiNy and to prevent c009pu with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrP11 Oualhy Criteria, OS649 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N Lee Street, Suite 312. Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type Oy Ply Park Sq/Milan-1349-A or C_TRAY T72878179 P1349AC-T KJ5A SPECIAL 1 1 Job Reference toptionall Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Thu Jan 4 13 36 00 2018 Page 1 ID•S OpRO5ws414AkYA3UNGXPzr8by-mhX9u6HDdXjPOUWwL2_gbgzhYyHrA6rOuPhca2zyiiW 1-6-12 3.3.9 6-3-9 If- 1812 339 347%7 4.24 Scale a 142.7 1.Sx4 II 30 = 30 = LOADING (psf) SPACING- 2-0.0 CST. TCLL 20.0 Plate Grip DOL 1.25 TIC0.92 TCDL 10.0 Lumber DOL 1.25 BC 0.34 BCLL 0.0 Rep Stress Incr NO WB 0.16 BCDL 10.0 Code FBC2017/'rPI2014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 'Except' 7-9: 2x4 SP No.3 WEBS 2x4 SP No.3 OTHERS 2x6 SP No.2 839 t1- tt9 331%0-7-9 OEFL. in (loc) 1/deft Ud PLATES GRIP Ven(LL) 0.03 10-11 >999 240 MT20 244/190 Vert(CT) 0.0310.11 >999 180 Horz(CT) -0.12 9 n/a n/a Weight: 74 Ili FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 6.0-0 oc bracing. JOINTS 1 Brace at Jt(s). 8 REACTIONS. All bearings Mechanical except (jt=length) 9=0.10-4, 13=0.4-10. lb) - Max Hors 13=231(LC 8) Max Uplrft All uplift 100 lb or less at jont(s) 4 except 5=158(1-C 8). 9=318(1-C 8), 13=744(LC 8) Max Grav Ali reactions 250 lb or less at joint(s) 4, S. 9 except 13=302(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. WEBS 8-10=254/52. 3.6=99/350, 8-9=74/265, 2-13=301f747 NOTES- 1) Wind: ASCE 7-10; Vuh=150mph (3-second gust) V8Sd=116mph, TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=45ft, L=24ft; eave=4ft, Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional); end vertical left exposed; Lumber DOL=1 60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 list 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) Bearing at joint(s) 13 considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) 4 except (jl=Ib) 5=158,9=318,13=744. 7) Hanger(s) or other connection device(s) shall be provided sufficient to Support concentrated load(s) 203 lb up at 1-4-15, 168 lb up at 1-4-15, and 63 lb up at 4-2-15, and 41 Ili up at 4-2-15 on top chord, and 255 lb up at 1-4-15, 142 lb up at-1-4-15, and 178 lb up at 4-2-15, and 144 lb up at 4-2-15 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 (pit) Vert, 1-2=-60, 2-4=-60, 9.11-20, 5-7-20 Concentrated Loads (lb) Vert 14-75(F=37,8=38)16=5(F=3,8=2) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AwARmmG - vaefy design parsmeters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M0.7473 nit. 104=015 BEFORE USE. Design valid for use only with MITekO connectors This design is based only upon parameters shown, and is for an individual binding component, not a truss system. Before use, the budding designer must verity the applicability of design parameters and PMP" incorporate this design into the overall budding design. Bracing indicated IS to prevent buUdrng of individual truss web and/or chard members only. Ar d uonal temporary and permanent bracAng 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 ANSVrPl1 Quality Cdteda, OSS419 and BCSI Building Component 6904 Parke East Bhd Safety Information avarlablis from Truss Plate lnstoute. 218 N. Lee Street, Suite 312, MyAndna. VA 22314 Tampa, FL 38610 Job Truss Truss Type Oty Park Sq/Milan-1349-A or C TRAYPly' T12878180 P1349AC-T KJ6 JACK 1 1 o a Mid-Flonda Lumber, Banow, FL. 2x4 5-11-11 8.130 s Sep 15 2017 MiTek Industries, Inc. Thu Jan 4 13 36 Ot 2018 Page 1 ID:SOpRO5ws414AkYA3UNGXPzrSby-Ft5X5SIrOgrGOe56AVv8l VJM bOvbdY73R96Vzyll7S LOADING (psf) SPACING- 2-0.0 CSI. OEFL. in loc) Well Ud TCLL 20.0 Plate Gnp DOL 1.25 TC 0.59 Vert(LL) 0.08 3-6 876 240 TCDL 10.0 Lumber DOL 1.25 BC 045 Ven(CT) 0.14 3-6 511 180 BC LL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.01 1 n/a n/a 8COL 10.0 Code FBC2017/rP12014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP N0.2 BOT CHORD REACTIONS. (lb/size) 1=243/0-11-0, 2=159/Mechanical, 3=87/Mechanical Max Horz 1=99(LC 8) Max Uplift 1=84(LC 8). 2=109(LC 8). 3=9(LC 8) Max Grav 1=243(LC 1), 2=159(LC 1). 3=111(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Stale - 1 15.1 PLATES GRIP MT20 244/190 Weight: 18 lb FT is 20% Structural wood sheathing directly applied or &." oe puriins. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind. ASCE 7-10, Vuh=150mph (3-second gust) Vasd=116mph; TCOL-4.2psf; BCDL-3.Opsf; h-15ft; 8=45ft; L-24ft; eave=oft; Cat. II; Exp C; End. GCpi=0.18; MWFRS (directional); Lumber OOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live beds. 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 fa between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 3 except (lt=Ib) 2=109. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 11 lb up at 1-5.1 S. 3 lb down and 15 lb up at 1-6-1, and 3 lb down and 44 lb up at 4-3.14, and 3 lb down and 47 lb up at 4-4-0 on top chord, and 2 lb up at 1-5-15. 6 lb down and 7 lb up at 1-6-1, and 5 lb down at 4-3-14, and 7 lb down at 4-4-0 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, bads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (ptl) Vert: 1-2-60. 3.4-20 Concentrated Loads (lb) Vert: 9=4(F=6, 8=2) 10=12(F=7, B=5) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING- VerNy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIA7473 rev. 10,03MIS BEFORE USE. aaaad Oesign valid for use only with M1Tek* connectors. This design is based only upon parameters sham, and is for an mdnedual bur4mg component, net a truss system. Before use, the buildup 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 milmdual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevem collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delmary, erection and bracing of trusses and truss systems, see ANSIfTP11 Quality Crherla, OSS49 and SCSI Building Component 6904 Parke East SM. Safety Information avabable from Truss Plate Institute, 216 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq/Milan-1349-A or CTRAY T72878181 P1349AC-T KJ7 JACK 3 1 Job Reference (optionall Mid -Florida Lumber, Bartow, FL. 8 130 s Sep 15 2017 MTek Industries, Inc. Thu Jan 4 13:36:02 2018 Pepe 1 10'S 4pRO5ws414AkYA3UNGXPzrSby-j4fvJoJT98z7dogITS08gF2AVmytezDhMlAjtlayfTR 1-5-0 5.2-5 9.10.13 1-10 5-2.5 4$7 Scale - 122.7 2x4 = 1.Sx4 11 5 5.2-5 9.10-13 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.03 6-7 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.43 Ven(CT) 0.07 6-7 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.36 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD 80T CHORD 2x4 SP No.2 BOT CHORD WEBS 20 SP No.3 REACTIONS. (lb/size) 4=128/Mechanical, 2-510/0-11-5, 5=328/Mechanlcal Max Harz 2=200(LC 8) Max Uplift 4=98(LC 8), 2=240(LC 8). 5=115(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=775/220 BOT CHORD 2-7-322/708, 6-7-322f7O8 WEBS 3-7=0/275, 3-6=769/349 30 = PLATES GRIP MT20 244/190 Weight: 42 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc puriins. Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Wind: ASCE 7-10; Vuh=150mph (3-second gust) Vasd=116mph, TCDL=4.2psf, BCDL=3.Opsf; h=15ft; 8=45ft; L-24ft; eave=4ft, Cat. II; Exp C; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4 except (It=1b) 2=240,5=115 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 11 lb up at 1-6-12, 3 lb down and 11 lb up at 1-6-12, 3 Ili down and 44 lb up at 44-12, 3 lb down and 44 lb up at 4-4-12, and 27 lb down and 77 lb up at 7-2-11. and 27 lb down and 77 lb up at 7-2-11 on top chord, and 2 lb up at 1-6-12. 2 lb up at 1.6.12, 5 lb down at 44-12, 5 lb down at 44-12, and 20 lb down at 7-2-11, and 20 lb down at 7-2-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD-CASE(S) section, bads applied -to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead Roof Live (balanced) Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (ptf) Vert: 1-4-60, 5-8=-20 Concentrated Loads (lb) Vert: 13=53(F=27, 8=27) 14=4(F=2, B=2) 15=10(F=5, B=5) 16=35(F-17, B =17) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies s AWARNING - VaAry design parsmafars and READ NOTES ON THIS AND INCLUDED MEEK REFERENCE PAGE MI.7473 ray. 1"34015 BEFORE USE. Oesign valid for use onty wM Mrrek® connectors. This design is baud only upon parameters shown, and Is for an individual budding component, not a truss system. Before use, the budding designer must verity the applicability of design parameters and property incorporate this design into the overall building design Bracing Indicated is to prevent budding of individual wss web and/or chord members only. Additional temporary and permanent bracing ri aavays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the labnutron, storage, delivery, erection and bracing of wises and truss systems, see ANSVrPl1 Quality Criteria, OS841 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plata Institute, 218 N Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Mtlan-1349-A or C_TRAY T12878182 P1349AC-T KJ7T SPECIAL 1 1 Job Reference lophonall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries. Inc Thu Jan 4 13.36.04 2018 Page 1 ID:IdEL2vgrkv4uEJUYC2lfzkFng-fSngkTKkhlDnSghat2cmg8O t Z Wo6ug_p1 fpigzyii7P a- 5-03.2-2 6-4-11 9.10.13 1- 5.0 3.2-2 3-2-9 3S2 Scale - 1:21.3 04 = Jx1 3. 2.2 3. 2-2 6. 4-11 3- 2-9 9. 10-13 3a2 Plate Offsets (X.Y>-- 12:0-4-3.Edoe1.13:0-0-8.0.2-11 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.82 Ven(LL) 0.30 3-8 >395 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.92 Vert(CT) -0.47 3-8 >253 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.30 Horz(CT) 0.18 6 n/a We BCDL 10.0 Code FBC2017frPI2014 Matrix -MS Weight: 40 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP DSS TOP CHORD Structural wood sheathing directly applied or 5-10.6 oc pudins. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 8-6-8 oc bracing. 3- 9: 2x4 SP No.3, 3.6: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 5=70/Mechanical, 2=500/0-5.11, 6=367/Mechanicai Max Horz 2=200(LC 8) Max Uplift 5=57(LC 8), 2=240(LC 8). 6=157(1-C 8) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-4 =1015/391 BOT CHORD 3-8=475/978, 7-8=476/981 WEBS 4-8-58/299, 4-7=1057/513 NOTES- 1) Wind: ASCE 7-10; Vult=150mph (3-second gust) Vasd=116mph; TCOL=4.2psf, BCDL=3.Opsf; h=15ft; B=4511, L=24ft, eave=4ft; Cat. II; Exp C; End , GCpi=0.18: MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at Joint(s) 5 except (p=lb) 2= 240,6-157. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 11 lb up at 1-& 12, 31b down and l l Ib up at 1-&12, and 33Ib down and 76Ib up at 7-2-11, and 33Ib down and 76 Ib up at 7-2-11 on top chord, and 21b up.at tdr12, 2 Ib up at 1-6-12, at 4-4-12, at. 4-4-12, and 2 Ib down at 7-2-11, and 2 lb down at 7-2-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, bads applied to the face of the truss are noted as from (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (ptf) Vert: 1-3-60, 3-5=-60, 9-10-20, 3.6=-20 Concentrated Loads (lb) Printed copies of this document are vert:la=ss(F=33, B=33) 15=4(F=2, 8=2) 17=2(F-1, a=1) not considered signed and sealed and the signature must be verified on any electronic copies AWARMING - V&dfy design parcmarars and READ NOTES ON THIS AND INCLUDED ANTEK REFERENCE PAOE MI-7473 rev. 1014=01S BEFORE USEbewilial Design valid for use only with Mi felt® connectors. This design is based only upon parameters shown, and is for an individual building component, not mm a truss system. Before use, the budding designer must verify the appbubdrry of design parameters and property incorporate this design into the overall buildup design Sharp indicated is to prevent budding 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, deWery, ereaon and breang of truces and truss systems, see ANSVrP11 Quality Cnteria, OSS49 and SCSI Building Component 6904 Parise East Blvd. Safety Information available from Truss Plata Institute, 218 N. Lee Street, Suite 312, Aiexandna, VA 22314. Temps, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 14-1 N4' Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0';1fi r For 4 x 2 orientation, locate plates 0- 'ad' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of theroutput. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSUTPII: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses, O fY 0 U a 0 F Numbering System 6-4-6 1 dimensions shown in ft-in-sixteenths Drawings not to scale) 1 2 3 BOTTOM CHORDS 8 7 6 5 O 0 U 0 H JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS IMES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet, MII-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or aftemative Tor I bracing should be considered. 3. Never exceed the design loading shown and never slack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on eac1 face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI/TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions Indicated are minimum plating requirements. 12. Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purlins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 f. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Oualdy Criteria. a io 11-4" 7.- 4" 46'- 4" 3'- 4" 4.- 8.1 KNEEWALLT011'-4" BRG. a APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEIGHT 4 2 x 4HIEL RECORD COPY BOTTOM= 2 ITOP= 2x4 12 6.0 11'- 4" BRG. HGT. I u 14'-4" PLT. HGT. I• 12 II I I II I I I I I I I I I I I I I I I I I I I I I Il,iil; Ia. No I i MIMI f I 1ICl/ I I I I I I 11 1 1 1 1 1 1 1 1 I LI I I I I I I I I I I I I I I\, FIELD FRAME OVERHANG I 12'- 0" I 7'- 0" .. IIE I 6 - HUS26 1-PLY HGR NOTE: SEE ENGINEERING PROFILES FOR SPECIAL CONNECTIONS AND NAILING SCHEDULES. ALL WALLS SHOWN ARE LOAD BEARING AT 9'- 4" UNLESS OTHERWISE NOTED. 0 0 TRUSS END DETAIL O, LDI ^ SANFORD O ptiR.,cG 18-80 MID - FLORIDA LUMBER ACQUISITIONS BARTOW, FLORIDA 1349-AorC "' ` uala ER ROM 12" TRAY OPT. flm Milan - A or C P1349AC-1 m e ma WA 8-25-17i Bmax RECORD COPY City of Sanford Building and Fire Prevention Product Approval Specification Form 4 Permit # # 1 8 - 8 :a SANFORD 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.floridabuildin-.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma - Tru Single Door FL8871.5 Sliding MI Windows and Doors Series 420 Alum SGD - 2 Panel FL-15332.4 Sectional Clopay Building Products 94rr40-W4 FL15279.20 Roll U Automatic Other 2. Windows Single Hung MI Windows & Doors Series GA 185 Aluminum SH FL 17499.2 Horizontal Slider Casement Double Hun Fixed MI Windows & Doors Series GA 185 Alum Picture Fixed FL15349.1 Awning Pass Through Projected Mullions MI Windows & Doors 5764 Verical Alum Mullion FL 15353.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding James Harding Bldg Products Hardie Panel FL13223.2 Soffits Aluminum Coils, Inc Coils / Soffits FL12194.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles IKO Industries, LTD Asphalt Shingles /Cambridge FL7006.1 Underla ments Warrior Roofing 15 and #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 / Coatin Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 Florida Building Code Online Page 1 of 3 IiICI.- i •1ftfessiobal • • a li MS Home ' ( Log In I User Registration Mot Topics Submit Surcharge stars a facts Publications FSC Staff SCIS Site Map Links Search Dnlla a Product Approval USER: Public User t=:°.',ram Product Aporoval Menu > Produce or Aophcation Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL8871-R8 Revision 2017 Approved Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies 0 Evaluation Report from a Florida Registered. Architect or a Licensed Florida Professional Engineer El Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan 3. King, P.E. C Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL8871 R8 COI (b) Certificate of indeoendence.odf 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 Florida Licensed Professional Engineer or Architect FL8871 R8 Eouev (b) Equivalency of Standards.odf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgty3Ij Wak2nHrp... 2/10/2018 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 10/17/2017 10/17/2017 10/19/2017 12/12/2017 FL # Model, Number or Name Description 8871.1 a. "ClassicCraft Rustic" Series 3'6 x 8'0 "Impact" Opaque Fiberglass Radius Top Single Door (X) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R8 II (bl Inst 8871.1.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 8871.1 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.1.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.2 b. "ClassicCraft" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - Rustic" Series Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R8 II (b) 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 R8 AE (b) 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 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with Rustic" Series Sidelite (OX or XO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R8 II (b) Inst 8871.3.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 R8 *AE (b) Eval 8871.3.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.) 8871.4 d. "ClassicCraft" or "ClassicCraft T6 x 8'0 "Impact" Opaque Fiberglass Single Door with Rustic" Series Sidelites (OXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R8 II (bl 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 R8 AE (b) 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.) 8871.5 e. "FiberClassic" or "SmoothStar" TO x 8'0 "Impact" Opaque Fiberglass Single Door (X) - Series Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R8 II (bl Inst 8871.5.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 8871.5 for Design Pressure Ratings by FL8871 R8 AE (bl Eval 8871.5.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvADgty3Ij Wak2nHrp... 2/10/2018 Florida Building Code Online Page 3 of 3 8871.6 f. "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with Series Sidelite (OX or XO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R8 II (b) Inst 8871.6.Ddf 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 R8 AE (b) Eval 8871.6.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 "3" part numbers for these sidelites, which have been stained or painted within six months of installation.) 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 R8 II (b) Inst 8871.7.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.7 for Design Pressure Ratings by FL8871 R8 AE (b) Eval 8871.7.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 "3" part numbers for these sidelites, which have been stained or painted within six months of installation.) 8871.8 h. "FiberClassic", "SmoothStar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door (XX) - ClassicCraft" or "ClassicCraft Inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R8 II (b) Inst 8871.8.Ddf 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 R8 AE (b) 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", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door with ClassicCraft" or "ClassicCraft Sidelites (OXXO) - Inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R8 II (b) Inst 8871.9.Ddf 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 R8 AE (b) Eval 8871.9.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 "3" part numbers for these sidelites, which have been stained or painted within six months of installation.) Back Nett Contact Us 2601 Blair Stone Road, Tallahassee FL 32399 Phone. SSO-487.IA24 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida..: Privacy Statement :: Accessibility Statement :: Refund Statement Ylnder Flonda Yaw, email addresses are public records. If you do not want your 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 4SS.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 ilmalls 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 dick b=. Product Approval Accepts: Credit Card Safe http://wvwv.floridabuilding.org/pr/pr_app_dtl.aspx?param=,A,GEVXQ,AtDgty3Ij Wak2nHrp... 2/10/2018 4 THERMAITRU 0 THERMA TRU DOORS 1 18 INDUSTRIAL DR., EDGERTON, OH 43S17 SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE DOOR INSWING / OUTSWING GENERAL NOTES "IMPACT" 1. This product has been evaluated and is in compliance with the 61h Edition (2017) Florida Building Code (FBC) structural requirements including the'Nigh Velocity Hurricane Zone" (HVHZ). 2. Product anchors shol be as listed and spaced as drown on details. Anchor embedment to base material sha11 be beyond wall dressing or stucco. 3. When used in the "HVHP this product complies wtfh Section 1626 of the Florida Building Code and does not require an Impact resistant covering. 4. When used in areas outside of the "HVH1" requiring wind bome debris protection, this product compiles with FBC Sections 1609.1.2 d R301.2.1.2 and does not require an Impact resistant Covering. This product meets missile level'W and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.211 R301.2.1.2.II. 5. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviote from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Oulswing configurations using coastal SIR item 04 under active doors meet water inlltrotton requirements for'HVHZ". 8. Inswing configurolions and outswing configurations using sill item A5 under the door do not meet the water Infiltration requirements for the "HVHZ" and slag be installed only in non hobitable areas or of habitable locations protected by on overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS DESCRIPTION typical elevolions, design essures d enrol notes Door panel delols Smoolh starDoorpaneldelolis (Fiber classic) R Horizontal cross sections Vertical cross sections Buck and home - 2X buck masonry construction Frame anchor' -1X buck masonry construction 8 Bli of Molerioe 8 Components F 37.7SMAX. FRAME WIDTH36.00' MAX. PANEL WIDTH !I m 3 cd x = u, d LL d c H-*:--@ a ti uro 4? Z o=U C m. 4 aX mangy. a"oZ E C bc F- i±O,VERAII"'Yy" bESIGIJiPRESS71RE PSF)FRUADOOR:1YP.Ey; SccWING- P,OSITIVf NEG'ATIVEDIAAENSION =' INSWING 37.75" x 98.00" 80.0 80.0 SMOOTH OUTSWING 37.75" x 96.50" 80.0 80.0 STAR INSWING 37.75" x 98.00" 80.0 80.0 FIBER OUTSWING 37.75" x 96.50" 80.0 80.0CLASSIC See Slreel 8 for design presuxe 6re1olbnr. arm. er: D ar. er: LWSFS FL- 8871.5 o _ L or 8 L DETAIL A -A J b DOOR ANEl 10 S." ' All. 00000000000000000000000000000000000000 00000000000000000000000000000000000000000000 m0000000000000000000000000000000000 DETAIL A -A Ponel retnfotcement TYP. 4 CORNERS OF PANEL Al 28.86% OPEN AREA MAX. INTERIOR 1 HORIZONTAL CROSS SECTION 2 NOTE: WOOD DOOR COMPONENTS: PINE (SG - 0.42) EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION n n m. s n c2 I, x rl1 O u m N 1 n 0 111 111 1i n o g u i g Ea N9 ' p N rrj 0 a: ' fR6 1. 0 i 0 IW JR swat: N.T.S. 5 m1IC. mr: pyy$ m 011( mr LFS ; WAWM No- m m FL- 8871.5 °o scan 2 of 8 4 L DETAIL A -A J i eU00.1 PANEL c; 0000000000000000000000000000000000000000000001V 000000000000000, 000000000000000000000000000000000000000000000 00000 00 00 00 000 0 00000000000000000000000000000000000000000000000000000000000 DETAILA-A Panel teinforcemeni EXTERIOR INTERIOR rl-"\ HORIZONTAL CROSS SECTION TYP. 4 1.57' CORNERS OF PANEL J EXTERIOR INTERIOR 67 0Nd 28.86% OPEN r2\ VERTICAL CROSS SECTION AREA MAX. NOTE: WOOD DOOR COMPONENTS: PINE (SG >= 0.421 fff. DWS LFS MG NO, c FL-88715 rr j or_ IL 1 2 A, . '' C i 4' o m 0". 0 Gj` i n 9 8 Ps c o o 6 e n v Z$ Z U 19 INTERIOR 10 N c0 OLLS ^ 56`n LO se u ci1 4 2 w 3 4 0 z EXTERIOR LTE M 7 u D EMB. (IYP.) p I u B B 0 n S S S S 3 HORIZONTAL CROSS SECTION eeqShownw/IX subbuck L 0.15, urC'SINK C'SINK IYP.I • I ( IYP.) LD n U a 0 10 10 nN INTERIOR INTERIOR oo 'g o ek'k" tit. u e x nmv1N n R x 00,• N j e • n 2 U 12 12 40 EXTERIOR EXTERIOR 14j 05 22 08 i l C 11 60 C 1d W-L N.T.S. 9 mm. er: DWS m' EMB. MIN. FAAB.(IYP.( E axc er. LFS X 1 HORIZONTAL CROSS ACTION 2 HORIZONTAL CROSS SECTION 1-1/4•MIN. EMB, (TyP.( Dws•m0 W- d q Ou Ting shown - Inswingalsopprovedoved 4 = ovo - 8 FL-8871.5 n sHm 3 or 8 to EXTERIOR INTERIOR T VERTICAL CROSS SECTION t angpprsea _ inswing EXTERIOR INTERIOR r4" N VERTICAL CROSS SEC110d 5 Inswing confgmalion see general notes, sheet I tot imr water infiltration requirements EXTERIOR-"` yJ' INTERIOR 2 VERTICAL CROSS SECTION 5 Shown w/IXsubbuck EXTERIOR INTERIOR VERTICAL CROSS SECTION 5 UmNng confgurallon see general notes, sheet I for imr water Infiltration requirements 01 INTERIOR EXTERI%Rr * P rill W o m i r\ a h •; z $ iu 3aYyy Npp p V.1 9 6 05pc!. 40 60 y n. o m 3 VERIICAL CROSS SEC17ON W & Ouiswing confgmiion see general notes, sheet I G c for1iVHr a terinfillrollon o requirementsri INTERIOR EXTERIOR d VEIMCAL CROSS SECTION 5 Outswing configlaalion see general notes. sheet I or 1iVHI• water Inllfralion requirements ga A C --i r— I — 6" r— _ V: o O 4, z_ e r z N' O D 6 1 o n..i a w y n y O K Z j TYP. HEAD 6 ti L[ E O m° O V1JAMBSTYP. HEAD & N g `g MASONRY MASONRY JAMBS n x OPENING OPENING E oZ joEE d N FRAME _ ZSS55aL 'o tq2U (qV W: O V O o o S 2X BUCK--,,. tq 2X BUCK !2 r or I O Xx r ILa BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB' Masonry 2X buck construction CONCRETE ANCHOR NOTES: 1. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to morfor joints. 2. 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 ore not exceeded. 3. Concrete anchor fable: ANCffOR: ANCHOR MIN.: ::. MIN: CLEARANCE. MIN,;CLEARANCE TO MASONRY..:; TOADJACEfJI.. EMBEDMENT.:.:; s.: DGE.:: '.•.• EANCHOR::.. ITW T• 1/4" 2" 4" TAPCON ELCO o 1/4" 1.1/4" 1" 4" ULTRACON WOOD SCREW INSTALLATION NOTES: I. Maintain a minimum 5/8" edge distance, l end cosionce, a i- o.c. spocrng or ominimum516-edge dnlonce, I - end aKlance, a r o.c. spoctng or wood screws to prevent the splitting of wood. HINGE DETAIL LATCH i DEADBOLT DETAIL r N.T.S. sr: DWS er•. LFS VM NO. FL- 8871.5 0 6 or 8 TYP. HEAD sit z d 6 0 " JAMBS z 0 MASONRY C OPENING 56091E L 176 10 17 le FRAME 8 15 Ix kF I X BUCK M LATCH A DEADBOtT DETAIL z 7 O n HINGE JAMB STRIKE JAMB - CONCRETE ANCHOR NOTES: FRAME ANCHORING G I. Concrete anchor locations of the comers may be adjusted to maintain the min. distance to Masonry IX buck construction 12 edge mortar JoInts. MAX. ON CENTER' be to 191 12. Concrete anchor locations noted as must adjusted Lmaintainthemin. edge "once to mortar joints. additlonail concrete anchors may be required to ensure the 'MAX. ON CENTER' dimension ore not exceeded. G) 3. Concrete anchor labia: 12 MiN.':.,.. lf.:CLEARANCE. MIN. -CLEARANCEANCHORANCHORf?l ... . . . ' .. - .. . 02 10 ADJACENT, TYPE-:.'.: '..:SIZE:,: EMBEDMENT .. IOMASONRY.. ' . '- . .. ... 0u EDGE. -ANCHOR ITW 114- 1.114- smD N.T.S. 1APCOO HINGE DETAIL Dwc DY. D 011W IAPCONO 3/1V 1-114' 1-1/2- WOOD SCREW INSTALLATION NOTES: I. Maintain a minimum 518* edge distance. I* end distance. & I o.c. spacing of 00 wood screws to prevent the splitting of wood. BILL OF MATERIALS ITEM DESCRIP17ON MATERIAL A IX BUCK SG>=0.55 WOOD B 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 I/4" X 3-3/,('PFH ITW CONCRETE SCREW STEEL L II 10 X 2-1/T PFH WOOD SCREW 1.15" MIN. EMBEDMENT) STEEL 1 INSWING ADJUSTABLE THRESHOLD )IS300AJ) ALUM./WOOD 2 INSWING THRESHOLD )15300HP5) ALUMJCOMP. 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD ISP30M) 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 IOAKI SG >= 0.42 WOOD 10 WEATHERSTRIP FOAM I HINGE STEEL 12 N 10 X 3/4" PFH SCREW STEEL 13 9 X 3" PFH WOOD SCREW STEEL 14 LATCH STRIKE PLATE STEEL 15 SECURITY STRIKE POJE STEEL 16 T8 X 2-1/2- PFH SCREW STEEL 17 8 X 3/4" PFH SCREW STEEL 18 KWIKSET SERIES PASSAGE LOCK STEEL 19 KWIKSET SERIES DEADBOLT 660 STEEL 40 SMOOTH STAR DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 DOOR SKIN 0.072"THK. SMOOTH STAR = 6,000 PSI MIN. FIBERGLASS 42 TOP RAIL SMOOTH STAR COMP. 43 LOCK STILE SMOOTH STAR WOODAVL 44 HINGE STILE SMOOTH 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 FIBER CLASSIC WOODAVL 64 HINGE STILE FIBER CLASSIC WOOD 65 1 BOTTOM RAIL FIBER CLASSIC COMP. 66 PANEL REINFORCEMENT 0.023" THK. IFIBER CLASSIC STEEL 67 FOAM CORE POLYURETHANE 4.SG ---) O e MEAD 4 SIDEjaft Sb7' L•,Z.+S T:'J _tip. iC.,<ti I.J.i THRESHOLD Emwft oll-cmi 5.75' 0 S THRESHOLD Oulswing SlOidard 14A, xjv p; J r7i N-- z 4.' c m g om UN •• am a` y 14 O2o 8 R. o 2 THRESHOLD kww*V oQuSIGNS 4 RESHOLD Ouhwbv eowlal 6 THRESHOLDftwbv MAX. DESIGN PRESSURE mrc. ar. DWS cia al LF8 FL-8871.5 n 8 or 8 Florida Building Code Online Page 1 of 3 tit NZ BCIs Home (Lay In (User Registration Hot Topics ( Submit Surcharge ( 5[atE A. Facts it Publications ; FEC Stall ; BC15 site Map 1 Links ( Search j dFVd a Product Approval r• re USER: Public User W6 Product Aooroval Menu > ProAuR or AonliUbon Search > Aoohratlon Est > Application Detail f`; • - FL # FL15332-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717)36S-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered!Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas I the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Unch, PE L 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 FLIS332 R4 COI FLCOI.odf Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option D Year 2008 https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH85 72gvdWld... 2/1 /2018 Florida Building Code Online Pape 2 of 3 Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 Date Approved 10/10/2017 Summary of Products FL # I 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 FLIS332 R4 II 08-00500E.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 R4* AE 510807D.Ddf 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 R4 II 08-00498E.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 FLIS332 R4 AE 5108050.0df PRESSURE RATINGS Created by Independent Third Party: Yes 1S332.3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO REINFORCED 14S-3/4"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 11 08-02248C.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 FLIS332 R4 AE 512968C.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 FLIS332 R4 11 08-02249C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62S14 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL1S332 R4 AE 512969C.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 FLIS332 R4 11 08-02250C.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 FLIS332 R4 AE 512970C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX ALUMINUM SGD 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00499E.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 FLIS332 R4 AE S10806D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 II 08-00501E.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 https://www. floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8 5 72gvdWld... 2/ 1 /2018 Florida Building Code Online Page 3 of 3 Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE 510808D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x8O" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVH2: No FL15332 R4 II 08-OOS02E.odf Approved for use outside HVH2: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE 510809D.odf 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 HVH2: No FL15332 R4 II 08-00503E.odf Approved for use outside HVH2: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R4 AE 510810D.odf PRESSURE RATINGS Created by Independent Third Party: Yes Back Next Contact us :: 2601 Blair Stone Road. Tallahassee FL 12399 Phone: 8SO.487.1824 The State of Florida Is an AA/EEO employer. Ceovrieht 2007-2013 State of flerida. •: Pdvary 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. It you have any question$, please contact 850.487.1395. 'Pursuant to Section 455 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emal$ provided may be used for official communication with the licensee. However email addresses are public record. If you d0 not wish to supply a personal address, please provide the Department with an email address whim Can be made available to the public. To determine of you area licensee under Chapter 455, F.S., please click here . Product Approval Accepts: C: cdii Cfd r Safe, https://www.floridabuilding. org/prlpr_app_dtl.aspx?param=wGEVXQvADgtH83 72gvd WId... 2/ 1 /2018 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. 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 E13DO-04/09 WITH SAFETY CLASS. 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 B10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12 FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE = MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA. 33KS1 OR ALUMINUM 6063—T5 .048" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX, XO, XX, XP, PX, XIP, PIX TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS REVISIONS REV DESCMFMN DATE APPROVED A ADDED FLANGE AND FIN INSTALLA71ON 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTAW710H DETAILS 06/21/17 R.L. MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" NOTES DMGWN: DWG NO. V.L. 08-02249 suuc NTS -r 10/30/13 1 sNEE71 OF 10 L. ROBERTO LOMAS P E. 1432 WOODFORD RD LEWISVILLE. MC 27023 434480,0 09 A?wwSObb/usa.o" SIGNED: 0612112017 1/11pI1N`•- Luis R. Lomas P.E. FL No.: 62514 i I F1 HI 6' MAX - 96' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART 13 FOR NUMBER OF LOCATIONS REOUIRED r 17' MAX I r^r O.C. -I 6"MAX 17" MAX O.C. 16' IAX AME IGHT 6" MAX 6' MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t35.OPSF NONE SEE CHARTS 81 AND 92 FOR OTHER UNITS RATINGS NOTES: 1. MAXIMUM PANEL SIZE., 48 112' x 95' 2. MAXIMUM D.L.O.'44519'x90518' HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99-04.145) AT 38 314-ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99-17.195) AT EACH END OF PANEL BOTTOM RAILS JMINUM6063-T6 REINFORCEMENT (888) AT ALL PANEL INTERLOCKS RrAso 5 REV DESLTNPT10N DATE APPROKD A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. CHARTdf WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. SFF NATF a .CHFFT r Design pressure chart psn Frame Snpb Panel and Total Frame Width (n) i-"hl n) 30.0 60.OD 1 36.0 72.00 42.0 81.00 9646g394PosNegPosNegPoe 84.0 40 o 1 o.D so.9 400 4s1 40.0 40.02400 43.0 39.4 92.0 40.0 52.1 40 0 s 4 4Do 40 6 37.1 96.D 40.0 49.8 40.1 43.1 38438.435.0 CHART x2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET I Design pressure chart (ps0 Franc Segte Panel and Total Frame Width (n) 1*10M n) 30.0 60.00 1 360 7200 420 84.00 48.0 96.00 Pas Nog Poe Nog Pos Nog 810 58.4 56 4 45.7 46.7 42.0 42.0 ee.o 55.2 55.2 E43. E43.gl 13.0 43.0 39 4 39.4 92 0 52.4 524 406 40.6 37.1 37.1 96.0 4198 498 38.4 38 4 35.0 35 0 CHART I'3 Number of anchor locations required Frame Single Panel and Total Frame Width (n) P41ght n) 30.0 600 1 36.0 72.0 420 84.0 480 06.0 HdS Jsmb HdS IJ&mb HAS IJamb HdS Jsmb 84.0 4 6 5 6 6 6 6 6 880 4 6 5 B 6 6 6 6 92.0 4 6 5 6 6 6 6 6 6 5 6 6 6 8 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ• PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" ELEVATION DRAWte OAT. NO. R V.L. 08-02249 SCALE NTS DAB 10/30/13 ( -L OF 10 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEMSVILLE. NC 27023 434.688.0609 rlbmes*trbma5p* o SIGNED: 0612112017 Vt to C,ENSF'94' y 0 E 5 o. STATOF i ss'/ ONA 11E G\ Luis R. Lomos P.E. FL No.: 62514 N FR HE 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD do JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX 17MAX — o. c. 1 6' MAX 17' MAX O. C. s' V. ME' CHT 6" MAX 6' MAX 1 2) ANCHORS PER LOCATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL EXTERIOR VIEW SEE CHART #4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACT AATING REQUIRED t35. OPSF NONE SEE CHARTS AI AND #2 SHEET 2 FOR OTHER UNITS RATINGS HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (90-04-145) AT 38 3/4.ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99-17-195) AT EACH END OF PANEL BOTTOM RAILS JMINUM6063- T6 REINFORCEMENT (668) AT ALL PANEL INTERLOCKS REVISIONS REV DESCRIPTION DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. NOTES: 1. MAXIMUM PANEL SIZE 48 t/2' x 95' 2 MAXIMUM D L.O.: 44 518'x 90 5J8' CHART R4 Number of anchor locations required Salgle Panel and Tolal Ural Wldlh (n) Fiarte FElphl n) 30. 0 60. 0 1 36.0 72. 0 42. 0 84. 0 48. 0 96. 0 HIS Jamb HIS Jamb HIS Jamb HAS Jamb 840 4 6 5 6 6 s 6 6 4 8 s 6 s 6 8 6 R 4 6 5 6 6 8 6 6 4 6 5 6 6 6 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17D30 SERIES 420 SGD REINFORCED WITHOUT ADAPTEI 96" X 96" FIN ELEVATION DRAWN: OND NO. V. L. 08-02249 scAlE NTS — 10/30/13 — OF 10 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE, A1C 27023 434. 688-0609 A=as@*fom&%p* co. REV C SIGNED: 0612112017 RI I IL !O/!,/// GEN. 9 9,P 0,. 6 261 t oF • ; OR10: • js NA j1Eac Luis R. Lomos P.E. FL No.: 62514 1/2” MIN. REV DESCRII'MN wiE APPROVED rEDGE DISTANCE A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L B REVISED INSTALLATION DETAILS 1 08/03/15 R L 1 3/8• MIN. C REVISED INSTALLATION DETAILS 06/21/17 R.L WOOD FRAMING OR 2X BUCK EMBEDMENT I BY OTHERS 1/4' MAX. SHIM 110 WOOD SPACE 1 3/8• MIN. 1/4" MAX. rSCREW EMBEDMENT I SHIM SPACE I I INTERIOR 1/2" MIN. EDGE DISTANCE EXTERIOR II II II II INTERIOR J10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. TENT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/2- MIN. EDGE DISTANCE SIGNED: 0612112017 VERTICAL CROSS SECTION MI WINDOWS AND DOORS LLC tiu1l I11,,1jL WOOD FRAMING OR 2X BUCK INSTALLATION 650 WEST MARKET STREET 0 GRATZ• PA 17030 GENS,SF 9s SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0,.6' FRAME INSTALLATION DETAILS p , TAT OF NOTES- DRAIN: 0*0 fro. REV p F• C(0RIOP• 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS, WN FOR CLARITY. V.L. OB-02249 C siii iI ONA11El`\\ 2 PERNOT IMETER AND JOINT SEALANT BY OTHERS TO BE sc LL NTS o`er 10/30/13 —ET4 OF 10 DESIGNED IN ACCORDANCE WITH ASTM E2112 L. ROBERTO LOADS P E. LUIS R. Lomas P.E. IMIVDODFORDRDLEMSV/LLE,NC270YJ 4344W.OW9 Alams@*lww cm FL No.: 62514 METAL STRUCTURE BY OTHERS 1/2* MIN. I EDGE DISTANCE 1/4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR II II II II INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2, MIN. EDGE DISTANCE 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 T 1/2" MI. EDGE DIST) I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVISONS REV DESCNPRON DATE APPROVEO A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 0 REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. t /A" 1- JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" FRAME INSTALLATION DETAILS DRAWW M. ND. REV V.L. DY08- 02249 C scALE NTS QOE 10/30/13 s-5 OF 10 L ROSERTO LOM4S P E 1432 WOODFORD RD LEWSV( LE. NC 27023 4J4. 09.OW9 '0—amvbbnusps SIGNED: 0612112017 ft.. L 0 i,'i r' EN`p4p MO- F = Dom,• TAT OF T s (ORID" G• Luls R. Lomas P.E. FL No.: 62514 CONCRETE/ 1 1/2" MIN SEPARATION 1" MIN. EDGE DISTANCE c r 1 1/4" MIN. EMBEDMENT LMASONRY BY OTHERS 1/4" MAX' SHIM SPACE OPTIONAL J 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON EXTERIOR INTERIOR TO BE SET INrSILLABEDOF APPROVED SEALANT 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS T a 1 1/4' MIN. 4 .• EMBEDMENT n e ' 2 7/B" MIN _ 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION RLVISONS DESUM ON DA1E APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 1/4" MIN. EMBEDMENT 1/4' MAX. 1" SHIM SPACE MIN. v INTERIOR EDGE DISTANCE i 3" MIN SEPARATION 3/ 16" TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL CONCRET&MASONRY INSTALLATION OPTIONAL I BUCK TO BE PROPERLY 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 SIGNED: 0612112017 MI WINDOWS DOOREETRS LLC I IL 6soWESTIA RDE R O GRATZ. PA 17030 N G E SERIES 420 SGD REINFORCED WITHOUT ADAPTER rNo,• * = FRAME INSTALLATION DETAILS 0 , TAT OF O a(,, DR.MN: 7No OB REV ii .c O RID". GA- C //// SGLE NTS DAZE 10/30/13 —E169 OF 10 I'llITAl11?\\\` L ROBERTO LOU45 RE 14MWOODFORD RD I EMS VILLE, NC 27023 LUIS R. Lomas P.E. FL No.: 62514434-w-OW9 rlWnawbta "t 1/2" MIN. r EDGE DISTANCE WOOD FRAMING I 1 3/8- MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/4' MAX. SHIM SPACE I10 WOOD SCREWS EXTERIOR U--[j U-jj INTERIOR 0 BE SET IN 1 OF NED SEALANT 10 WOOD SCREW WOOD FRAMIN( OR 2X BUCN BY OTHERS MIN. BENT 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 ' DESCAUIM DALE A"ROAD ADDED FIANCE AND FIN INSTALLATION 12/10/13 R.I. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 1 06/21/17 R.L 1 3/8* MIN. 1/4" MAX. EMBEDMENT I SHIM SPACE I - INTERIOR 1MIN. EDGEE D DISTANCE _ EXTERIOR WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS SIGNED: 0612112017 MI WINDOWS DOOREEr RSLLC R I li 0!/// 650MWESTAJ\5 GRATZ• PA 17030 0 E N SERIES 420 SGD REINFORCED WITHOUT ADAPTER 14, fir= 0,6126 FLANGE INSTALLATION DETAILS p , 7AT OF DRAwN. DRe No 08 RLv' OFS CORSOP G IOIImA111?\\\\ SCALE NTSIDALE10/30/13 `79 OF 10 LROSERFOLOU"P. E. Luis R. Lomos P.E. 1432NOODFORDRDLEK7SVILLE.NC27023 FL No.: 62514 tlI-6M-OW9 Nbmasf*bmespe mm 1/2' MIN. EDGE DISTANCE METAL 1/4' MAX. STRUCTURE SHIM SPACE BY OTHERS r 10 SMS OR SELF DRILLING SCREW EXTERIOR LLj • L__U INTERIOR L TO BE SET IN BED OF PROVED SEALANT J10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS DESCRIVnoN DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 /4' MAX. SHIM SPACE 1/2" MIN. INTERIOR EDGE DISTANCE 10 SMS OR : rn, SELF DRILLING El SCREWS METAL STRUCTURE BY OTHERS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 1/Y MIN. EDGE DISTANCE I VERTICAL CROSS SECTION SIGNED: 0612112017 METAL STRUCTURE INSTALLATION MI WINDOWS DOORS LLC II1IIO/ 650 WEST MMARKET STTREET GRATZ• PA 5t1R E N 9iP17030GrF SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 6 *= 96" X 96" pqa TFLANGEINSTALLATIONDETAILS OF t4 NOTES- I. INTERIOR AND EXTERIOR FINISHES.BYOTHERS, DRAWN: WC ND. REv 08 2E249 C iO••'c FS•'R=' G , ZONA11 a\ NOT SHOWN FOR CLARITY. 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE sovL.e DATENTS 10/30/13 8 OF 10 DESIGNED IN ACCORDANCE WITH ASTM E2112 L ROSERTOLOMASAE Luis R. Lomas P.E. 1432 NOODFORD RD LEMSVILLE. NC 27023 FL No.: 62514434.60-OW9 fib msfwbm"pe rom Rmon '. 1 1/2' MIN. I' MIN. I REV DESCRIPTIDN DATE APPROVED SEPARATION EDGE DISTANCE A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/13 R.L. e • • • '• C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 1/4' MIN. n . ' n EMBEDMENTl 1 1 4" MIN. CONCRETE/ EMBEDMENT MASONRY L 1/4' MAX. IBYOTHERS SHIM SPACE OPTIONAL J 1/4' MAX 1X BUCK r SHIM SPACE0BE INTERIOR PROPERLY MSEESECURED NOTE 3 1 DIST. ESHEETDf33/16' TAPCON II II n 3/16' TAPCON MASONRY/ CONCRETE BY OTHERS 3' EXTERIOR INTERIOR MIN' SEPARATION SILL TO BE SET IN A BED OF APPROVED SEALANT a 1 1/4' MIN. EMBEDMENT 2 7/8' MIN. _ 1' MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION 3/16' TAPCON CONCRETE/MASONRY BY OTHERS OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 JAMB INSTALLATION DETAIL CONCRETE MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0612112017 MI DOORS LLC R Ili 0' f650DOWSWE5TMARKETREET 17030 5\ 9U+ GRATZ• PA GENS' SERIES 420 SGD REINFORCED WITHOUT ADAPTER 1D, 612 96" X 96 2//,y1,(( r FLANGE INSTALLATION DETAILS 7D , TAT Of FS;C(ORV Q: DIAWM. owe w. REV OB C S oillAl?\\\` SCALE NTS DATE 10/30/13 fl99 OF 10 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE. AIC 27023 Luis R. Lomas P.E. fL No.: as 4jw-w- n Avomas ktx utpe o WOOD FRAMING BY OTHERS 1 1/4' MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN 8 WOOD SCREW APPROVED SEALANT BEHIND FIN B WOOD SCREW 1/4" MAX I SHIM SPACE 7/16" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING BY OTHERS 1 /4' MAX. F SHIM SPACE 7/16' MIN J EDGE DISTANCE 1 INTERIOR EXTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4.9. 1/2' MIN. EDGE DISTANCE INTERIOR TRIM 1 3/B" MIN. EMBEDMENT RENsmm REV DESCRIPTION DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 5/8' MIN. EDGE DIST. TRIM 1 1/4' MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERStx BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED4m 3/16' EXTERIOR HOOK STRIP INSTALLATION MASONRY/CONCRETE PANEL INTERLOCK METAL STRUCTURE 1/2" MIN. BY OTHERS r EDGE DISTANCE TRIM INTERIOR HOOK STRIP 110 SELF DRILLING HOOK STRIP I SCREW S10 WOOD PANEL SCREW EXTERIOR INTERLOCK EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE HOOK STRIP INSTALLATION SIGNED: 0612112017 2X BUCKANOOO FRAMING MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET `\\J\5 REGRATZ. PA 17030 ., \G NSA SERIES 420 SCD REINFORCED WITHOUT ADAPTER 9' 1Vo,,812 *= NAILFIN & HOOK IMSTALLATION DETAILS D , TAT OF , W z NOT1. ES, RAND EXTERIOR FINISHES, BY OTHERS, DRAWN. R CLARITY. oNC RErjOFs : 2. PERIMETER NOT SHOWN OAND JOINT SEALANT BY OTHERS TO BE `LE NTS DATE 10/30/ 13 0B " w10 OF 10 -02249 C ///S1ONA 11?\\\` DESIGNED IN ACCORDANCE WITH ASTM E2112 L. ROBERTO LOMAS P.E. Luis R. Lomas P.E. I132WOODFORDRDLEWISVILLE. NC 27023 FL No.: 62514 31•666.0600 .2ows@kt.&SPw o Florida Building Code Online Page 1 of 6 f h t c SCIS Home Log In t User Registration Hot Top= Submit Surcharge Staa & facts f Publ¢abons FSC Staff SCIS Site Map links Search - ks:rMy+:= a Product Appro valdbpr411—mliNa'/I USER: Public User Product Aooroval Menu > Product or Aoolicanon Search > Aoohcation List > AppllCation Detail FL # FL15279-R5 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email reapply 11/28/17 O Clopay Building Products Company 8585 Duke Blvd. Mason, OH 45040 513) 770-6062 mwesterf'ield@clopay.com Scott Hamilton shamilton@clopay.com Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA, Inc. Validated By Gary Pfuehler lJ Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 11S 200S ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FLIS279 RS Eauiv 20170809 - FBC - DASMA 108 eauiv.odf FL15279 R5 Eouiv 20170809 - FBC - DASMA 115 eouiv.Ddf Product Approval Method Method 1 Option A Date Submitted 08/10/2017 Date Validated 11/29/2017 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv'yV VKJZ 1 Q... 2/ 1 /2018 Florida Building Code Online Page 2 of 6 Date Pending FBC Approval Date Approved 12/05/2017 Summary of Products Go to Page Q 0 O Pagel/80 0 FL tF 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, 40SO, 4051, 4053, 62, interior skin 29 ga. min.) Single -Car (up to 9'0" wide) 64, 6S, 62G, 62LG, 64G, SDP38, WINDCODEO W3 Garage Door SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Certification Agency Certificate Approved for use in HVH2: No Approved for use outside HVH2: Yes FLIS279 RS C CAC Letter with proof of contract and proof of insoection.Ddf Impact Resistant: N/A FLIS279 R5 C CAC W3 Listing Intertek.odf Design Pressure: +20 PSF/-20 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product O5/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FLiS279 R5 11 i016S5-Rev12.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: 15279.2 002 W3-09 DSIE-IA471: GD1SP, Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated GR1SP, GD1LP, GR1LP, ARSSP, EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) AR1LP, ED1SP, ED1LP, 4132, 2132, Single -Car (up to 9'0" wide) WINDCODE® W3 Garage Door 6132, SFC38, MFC38 Limits of Use Certification Agency Certificate Approved for use in HVH2: No FLIS279 R5 C CAC Letter with proof of contract and proof of inspection odfApprovedforuseoutsideHVH2: Yes Impact Resistant: N/A FLIS279 R5 C CAC W3 Listing Intertek.Ddf Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product OS/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FLIS279 R5 II 103952-Rev0l.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: 15279.3 003 W3-09 DSIU-1A171: 9130, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9131, 9133, HOP13, HDPF13, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDPL13, 7130, 7131, 7133, 8130, WINDCODE® W3 Garage Door 8131, 8133 Limits of Use Certification Agency Certificate Approved for use in HVH2: No FLIS279 R5 C CAC Letter with Droof of contract and oroof of insoection.Ddf FLIS279 RS C CAC W3 Listing Intertek.Ddf Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-20 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product O5/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FLIS279 R5 II 104175-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: 15279.4 004 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 HVH2: No FL15279 R5 C CAC Letter with proof of contract and proof of insoection.Ddf FL15279 R5 C CAC W3 Listino Intertek.Ddf Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF '• Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product O5/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES FLIS279 RS II 101820-Revi3.odf 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: 15279.5 https://vA-A,w.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1 Q... 2/1/2018 Florida Building Code Online Page 3 of 6 005 W3-16 DSIE-IA471: GD1SP, Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated GR1SP, GD1LP, GR1LP, ARiSP, EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) AR1LP, ED1SP, ED1LP, 4132, 2132, Double -Car (9'2" up to 16'0" wide) WINDCODE® W3 Garage 6132, SFC38, MFC38 Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.6 006 W3-16 DSIU-1A171:9130, 9131, 9133, HDP13, HDPF13, HOPL13, 7130, 7131, 7133, 8130, 8131, 8133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for 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 RS C CAC Letter with proof of contract and proof of inspection.Ddf FL15279 RS C CAC W3 Listina Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 RS II 104028-RevOl Ddf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE® W3 Garage Door Certification Agency Certificate FL15279 RS C CAC Letter with proof of contract and proof ofinspection.odf FL15279 RS C CAC W3 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 RS II 104168-RevOl.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.7 148B4 O07 W3-16 PAN-2F153: 73, 1500, I Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) 75, 190, 84A, 94, 42, 48, SS, 42B, WINDCODM W3 Garage Door 55S, 4RST, 6RST, 4RSF, 6RSF Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.8 008 W4-09 0SIE-1F171:4300, 4301, 4310, 4400, 4401, HOG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOESWOT 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 R5 C CAC Letter with proof of contract and proof of inspection.pdf FL15279 R5 C CAC W3 Listina Intertek.Ddf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions FL15279 RS II 101308-Revl2.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCOOE® W4 Garage Door Certification Agency Certificate FL15279 RS C CAC Letter with proof of contract and proof ofinspection.odf FL15279 R5 C CAC W4 Listina Intertek odf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions FLIS279 RS II 101652-B-Rev11,odf 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-1F471: 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 FLIS279 RS C CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes of inspection.odf Impact Resistant: No FLIS279 RS C CAC W4 Listina Intertek.Ddf 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 FLIS279 RS II 103969-6-RevO2.Ddf https://,Aww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 2/l/2018 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, HOP20, 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 windborne debris regions (ref 1609.1.4 FBC). 1S279.11 011 W4-09 DSIUO-1K479: Canyon Ridge/Brookstone Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.12 012 W4-09 PAN-21`151: 73, 1500, 75, 190, 84A, 94, 76, 42, 48, 55, 42B, 48B, 55S, 4RST, 6RST, 4RSF, 6RSF, 2RST, G05S, GD5SV, GRSS, GRSSV, ARSS, AR5SV, EOSS, 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-2F441: G4S, GS4, G4L, GL4, G04S, G04L, GR4S, GR4L, G4SV, GS4V, G4LV, GL4V, GD4SV, GD4LV, GR4SV, GR4LV, E4S, E4L, ED4S, ED4L, E4SV, E4LV, ED4SV, ED4LV, SS4, SL4, AR4S, AR4L, SS4V., SL4V, AR4SV, AR4LV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +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. Certification Agency Certificate FLIS279 R5 C CAC Letter with proof of contract and proof oflnspection.Ddf FL15279 RS C CAC W4 Listina Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 RS II 104183-RevOl.odE Verified By: Intertek Testing -Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double Skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Single -Car (up to 9'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL i S279 RS C CAC Letter with proof of contract and proof of inspection.odf FLIS279 RS C CAC W4 Listina Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R5 II 104456-RevOl.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FLIS279 RS C CAC Letter with proof of contract and proof of inspection odf FLIS279 RS C CAC W4 Listino_Intertek.odf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions FLIS279 RS II 300159-8-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) WINDCODE® W4 Garage Door Certification Agency Certificate FLIS279S279 RS C CAC Letter with proof of contract and proof of insoection.Ddf FLIS279 R5 C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions FLIS279 RS 11 103486-B-RevO8.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1S279.14 014 W4-09 SPO-2F449: Grand Steel Pan (min. 24 ga.) with Overlay Single -Car (up to Harbor, Stone Manor 9'0"wide) WINDCODE® W4 Garage Door https://www.floridabuilding.org/pr/Pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 2/1/2018 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 01S W4-16 DSIE-1F171:4300, 4301, 4310, 4400, 4401, HOG, HDGL, HOGF, 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. 1S279.16 016 W4-16 DSIE-1F471: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, E02SP, ED2LP, 4302, HDGC, 6202, SFC68, MFC68 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5 PSF/-2S.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.17 017 W4-16 DSIEO-IF479: Coachman/Settlers/Affinity Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF 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). 15279.18 018 W4-16 DSIU-1F171: 9200, 9201, 9203, HDP20, HDPF20, HOPL20, 7200, 7201, 7203, 8200, 8201, 8203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes,: Impact Resistant: N/A Design Pressure: +25.5 PSF/-25.5 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FLIS279 RS C CAC Letter with proof of contract and proof of inspection.odf FL15279 R5 C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R5 II 103549-RevO6 odf 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) WINDCODES W4 Garage Door Certification Agency Certificate FL15279 RS C CAC Letter with oroof of contract and oroof ofinspection.odf FLIS279 R5 C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 If 101481-B-Rev13.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Parry: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS exterior skin 27 ga. men.; interior skin 27 ga. min.) Double - Car (9'2" up to 16'0" wide) WINDCODE8 W4 Garage Door Certification Agency Certificate FL15279 RS C CAC Letter with proof of contract and proof of inspection.adf FLIS279 RS C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 RS II 104029-8-RevO3.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Pally: Double Skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Double -Car (up to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof ofinspection.pdf FLIS279 R5 C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 RS II 103046-RevO7.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Parry: Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" to 160" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FLIS279 RS C GAG Letter with proof of contract and proof of inspection.odf FLIS279 R5 C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions FL15279 RS II 104169-RevOl.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: https://www.floridabuildincr.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv' yVVKJZ 1 Q... 2/ 1 /2018 Florida Building Code Online Page 6 of 6 1S279.19 I019 W4-16 DSIUO-1K479: Canyon Ridge/Brookstone Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25.5 PSF/-2S.5 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Double Skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Double -Car (9'2" to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 RS C CAC Letter with proof of contract and proof ofinspection.odf FL15279 RS C GAG W4 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R5 II 104457-Rev02.Ddf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.20 020 W4-16 PAN-2F153: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) 75, 190, 84A, 94, 42, 4" S5, WINDCOOE&W4 Garage Door 4RST, 6RST, 4RSF, 6RSF, GD5S, GDSSV, GRSS, GRSSV, ARSS, ARSSV, ED5S, EDSSV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +24 PSF/-24.S PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Go to Page = b Certification Agency Certificate FL15279 R5 C CAC Letter with proof of contract and proof ofinsoection.odf FLIS279 R5 C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R5 II 101711-8-Revl5.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back Q a it Page l/80 Q Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: B50-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007.2013 5tate of Honda..: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -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 8So.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. Mowever email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which on be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick nere . . Product Approval Accepts: LaTMP EEO 0kril, Card, Safe https://www.floridabuildins.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 2/1 /2018 I iL};l 0 01111110 nIII III jo 0 ll- IIIII-IIIIIM rlCIIim- I 11 7w mMii EratTT-I>• 1':, iLl_r7l1 I n 1r nT.1s Try r u SHEET I OF 2 OPTIONAL GLAZING MAY BE STANDARD OR IMPACT RESISTANT GLAZING. SEE SECTION 0-8 FOR DETA113. MAX STANDARD SIZE 5 42-1/2'.16'. IMPACT RESISTANT GLAZING IS 21-5/8-.14-1/6-. l WI . A ` OIISIDm L w w MIDIDOLPawm I IrL w 1 nnN - Ir-o• VA r 9M AMmm• 1W4 001ft birMOm HXW ow kkzm¢ N4 is ALSO ARq m. IIr/Y EMIT sou>. m 1 A .3 . Id SOK.m OSO_TCuD. t• SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL - A* AND STANDARD CONSTRUCT DETAIL - 8-; TRACK AND JAMB DETAILS. ENGIIEM MINK WTSIO6IEIGA, T r w Zi. iO1r u w e m SHIP LAP JOINTS. - mm[mm L= 10 DENSITY POLYSTYRENEFOAM INSULATION 1-5/16' THICK WITH VINYL HAIRCELL BACKER (INSULATED MODELS ONLY) 25 GA MIN. CALV. STEEL SKIN WITH A WED -ON PRIMER, AND A BAKED -ON POLYESTER TOP GOAT APPLIED 70 BOTH SUM OF STEEL SKIN. m eeDl uma a n D! ®1 IG10 b M w w o a mM MuI.Dr- l. l.0)o P a®wM laI+DUD" or r[I) Oo0mN MM AOW me A10 Q 11mD1. AtW WIQ rr Mr & la . .NSP o[o[ ane Iwlma.l.a w mwpLL... C.. L[ L[ m 1®D e n s v s Clopay DATE -WPC: PAN-2F153 1/3/ B7 Building Products MB5°AsoSN°DN i oa O1A"N S° JAC COTT1 an (5I3) 770-4800 OQ[ED M Oww Orr•W M M" b..n.4. MWW PPROMAIL 15270 3' TALL U- BAR 20 GA. GALV. STEEL MIN. YEILD STRENGTH: 50 KSI T 12 CA CALV. STEEL TOP ROLLER BRACKET ATTTT KACHED WW/( 4) 14.5 6' SHEET METAL 14 GA. GALV. ROLLER HINGE EACH HINGE FASTENED TO END SIRES WITH (4) /14.5/ B- SHEET METAL SCREWS AND (4) 1/4'.3/4' SELF TAPPING SCREWS. SEE VIEW V. a\ 3' TALL . 20 CA GALV. STEEL U-BARS IN A 2-1-2-1 PATTERN (I.E. TWO U-BARS ON BOTTOM SECTION, ONE U- BAR ON NEXT a SECTION. ETC.). EACH U- BAN ATTACHED WITH 42 1/4• /4' SELF TAPPING SCREWS PER LOCH 13 CA GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) J14.5/ 8' SHEET METAL SCREWS. ALUMINUM EXTRUSION k VINYL WEATHERSTRIP. DESIGN LOADS: + 24.0 PSF a -24.5 PSF TEST LOADS: +36.0 PSF k -37.0 PSF vDmMG .ATm MAL SRE W 4 I 16-0- W . 16-0-H mawtlw CLASSIC AND CH RP STEEL PAN DOUBLE —CAR, 16-W +24/- 24.5 PSF B DOEr 101711 IVEO 8C TAMOAQ 121YT OA= PALM. DEL ®A) MWat tl 01ro---- v7- cLapAl HU. TALLarrV r ME xM. 2m2 272iV m won tatna tar wmas M' L10 MSRMS ON 21 C41011041-1/f DA IIAna W 1 f 101" MO ME COOODOOM OUT NOT IpMOO W PV A num NAWMMO SfrACE. IMp201VL IWW DO MW iRYd01 TWA I 1 m NOIM M11f ON W Id1O22 (29 M MM OM.Q. W9O12 NNE MN MIM M1n1016. M 114 .r 1MOM SORAS O1 tr m110m MOOO A MM. O =Q OR r O1O0a (/Hq KOM I' OA Mac" ma"Im Ram Tmm& AtOMa AM R CMMDMMM IMR MOT ILLW®) mIO,RMA MINI MOLWW ftff 1 1KSIORK Lb2 0 00 UAA LORA IOU 10 DASNA IOADOMWL 001012DAIAD.[ fASIDOa IYO/ OI MIS mfMIM1Y1 NmYR. IeI aM MAnli S10P MOIRWIO or 0" lamm (10 SLm rLf YELLOW FOR MN/ `2O W rOl WW. fim 2)O 212E m / m W WLv. S7m Sam sw2 IMPACT RESISTANT ASSEMBLY DETAILS( DRAWINGS1-A SECTION B-B (IMPACT -RESISTANT GLAZING OPTION( atAt 7Y Mew- MIs _ '•Ra 1 IIWM I.SfI1Q OO.: MOM "OMc ihm SCR faAI11 DETOm1 On NM A" nA+q. rm_uog HMO 01 2AMD®m ITAA[ MIDI I Y a tZAAM M N IAaw • )/.• MNOR ANOaw n0%,W MOM I STANDARD'ASSEMBLY DETAILS I DRAWING 10 1711 -B SECTION R-B (NON - IMPACT RESISTANT GLAZING OPTION) rma rRAME ROM UV. mom OM OOSEE IL WmL MOa THAT rpm FRAW a MASOMU IMAM I1OY1. e aATBm M M0. pu/ 1• FAX (MAD WW. STANDARD ASSEMBLY CONSTRUCTION: a/ 11OlIl sK OSM CR 1 AM" UrM AVAIASL o TDNAL Aun)c a FLAaoulE OPIM OR IJ CP AP2ROITD OC] 2IASM M ADOOmvICE WM MC/rW OOL M DM COOL AUDIBLYNW1EDM COM LVAU mm Ma SECWM mum TIa MOW LG1D 1LL01r1OOnB OF nc rLmaL SIaWa ODE CA MDMaovA 1WOND a Mn LZ IaT ra Rrrot 1®SIAL11 INIamEwi'00 . OaIOU Ovum aLOa Oa. oMnm If Fmc/ mc), wrz SHEEP 2 OF 2 KSCRIPTIM N SKEET OHL 1r.- OA N 1= 1 ) f111M MORAL NOO T Ir 10 (OIR IQ W(1 IIM' Mai IL TRACK rHiD® m I1 a OALY. KMLO MA" LAW MIQ nm TRIaI M A0(Fm rASTOMD 10 DO O1O MIIM H) BQa: TRACK CONnOURATION Ip tALM Mrna 1u.yr MOY IQDL 2MeB AIS (1) I ffu) IAAa 1/r.L/r SOY TAAffs fnmrA ABOVE THE DOOR OPENDIC I/ 1• a IB.aR DOES NOT AfTECT 11iE WIND TOAD RATM OF DO DOOR. r m an SIOII S Om RI01 OM Mm W NAM 1N 1alOfDofIYmI®lIBII W I4A DIa (MM2i) s¢IDK e_c r TALL DDMa AMD WON 1Ip Ip1Mg OOBT 71 CI TNc Mr/01RO f111U17W1 OFI001 SMALL K nE I) a mv. am MD SMOFL LHR TOP BRACKET HORIZONUL smarm NO w THE rparESSONAL Accamom m R b0 M THZLOAN, A))O f1 Tg MOOD MIS OM 1 'J -'h MDW IAA SOLLR TRACK UM Of UK Ym11Y Q r SAW am m1m MK TRACK THIma ! 000' IMA_muffix TRACK LOMOON OPTION t. 68 I AZMOOImFO Mac AIDID MaAWF 1K.Ot 1aK OOAi w I ia1 Clopay ng Products M°S°6ASM1° Nt34 isoa nnAA (613) 770-4600 DO= OAR r TALLTm OmWALLER (gym TMUO N M OALV. Am HAD 1TAOmT. MW 3) fflF.1- 7p MOW MM MITI 1' r uAVV. SIM iMAMI TRNW nM7o@ OW UK be, `n2DI r1A v g a MOT SO DI® 30' OZ y¢ I 1. SA mm TOO DOORS 0" 1• I)4A iRItR IIDR ILT IMn SO= MAIMIN SPACNr OM WAS OMM fFUNI NO, r011 IADIa o[vA fIIOD. 11? DESIGN LOADS: +24.0 PSF t - 24.5 PSF TEST LOWS: +36.0 PSF 3 - 37.0 PSF 1/OO.MO OATOa MAR M, " n, C: PAN-2F153 W4 IWO-W M 16'0'H 1/3/97 DETWTDf CLASSIC AND CH RP STEEL PAN TI 1n JAC DOUBLE -CAR. 16' W +24/-24.5 PSF KEO fv. MYYT1 D IwKmA 101711 IVElb BC Florida Building Code Online Page 1 of 4 SOS Home Log In User Registration Hot Topic Subrnit Surcharge Scats & Facts PubDotiOns l FSC staff l SCIS Site Map Links Search j b a P,-,% r :f; Product Approval jX- USER: Public User 3t> Lkc?Ja •.? Product Approval Menu > Product or AppLcation Search > Application Us[ > Application Detail FL R FL17499-R3 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved CI MI Windows and Doors 6S0 West Market Street Gratz, PA 17030 717) 36S-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE 0 Validation Checklist - Hardcopy Received Standard AAMA S06 AAMA/WDMA/CSA 101/I.S.2/A440 AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option A 01/15/2018 01/15/2018 01/21/2018 Year 2011 2008 2011 https://www. floridabuilding. org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Q iz6B... 2/ 1 /2018 Florida Building Code Online Page 2 of 4 Summary of Products FL # Model, Number or Name Description 17499.1 185 SH 36x84 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC MI Windows - 185 SH (Fin) Impact 4). odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL17499 R3 C CAC MI Windows - 185 SH (Fin) Impact (5) Oone.odfDesignPressure: +SS/ -SS Other: R-PG551, Missile Level D, Wind Zone 3. Glass to be FL17499 R3 C CAC MI Windows - 185 SH (Flanoe) Impact 3).odfbeddedinPecora896sealant. FL17499 R3 C CAC MI Windows - 185 SH (Flanoe) Impact 4).odf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R3 fI 08-025458.odf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513321B-3.odf Created by Independent Third Party: Yes 17499.2 18S SH 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC APC(13361)E1726.01-109-47-R0 185 SH(FLG warver).odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 R3 C CAC MI Windows - 185 SH (Fin) (11) odf FL17499 R3 C CAC MI Windows - 185 SH (Fin) (12).odfDesignPressure: +60/-60 FL17499 R3 C CAC MI Windows - 185 SH (Flanoe) Other: R-PG60 10).odf Quality Assurance Contract Expiration Date 10/08/2018 Installation Instructions FL17499 R3 II 08-02549B.odf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513327E-4.odf Created by Independent Third Party: Yes 17499.3 18S SH 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC APC(13363)E1729.01-109-47-RO 185 SH (FLG waiver).odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 R3 C CAC MI Windows - 185 SH (Fin) (13).odf FL17499 R3 C CAC MI Windows - 185 SH (Fin) (14).odfDesignPressure: +60/-60 FL17499 R3 C CAC MI Windows - 185 SH (Flange) Other: R-PG60` 11). odf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R3 I1 08-02550B.odf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513328E-S.Ddf Created by Independent Third Party: Yes 17499.4 185 SH 3601 Fin, Finless, Flange Frame IG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC APC H0462.01-109-47-RO 185 SH 042522).odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +60/-67 04/25/2022 Other: R-PG601 Installation Instructions FL17499 R3 lI 08-03163.odf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 514082.odf Created by Independent Third Party: Yes 17499.5 185 SH 52x72 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL174997499 R3 C CAC MI Windows - 185 SH (Fin) Impact 2).DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL17499 R3 C CAC MI Windows - 18S SH (Fin) Impact https://www. floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6B... 2/ 1 /2018 Florida Building Code Online Page 3 of 4 Design Pressure: +SS/-55 3).odf Other: R-PG55, Missile Level D, Wind Zone 3. Glass to be FL17499 R3 C CAC MI Windows - 185 SH (Flanoe) Imoact 2).odfbeddedinPecora896sealant. FL17499 R3 C CAC MI Windows - 185 SH (Flanoe) Impact 5).odf Quality Assurance Contract Expiration Date 10/10/2018 Installation Instructions FL17499 R3 II 08-02544B-l.odf Verified By: Luis R Lomas PE 62S14 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513320E-I.odf Created by Independent Third Party: Yes 17499.6 185 SH 52x84 Fin/Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ:'No FL17499 R3 C CAC APC(13362)EI725.01-109-47-RO 185 SH(FLG waiver)5-81G 1-8A 52 1-8X84 R60(100918).pdfApprovedforuseoutsideHVHZ: Yes FL17499 R3 C CAC MI Windows - 185 SH (Fin) (10).odfImpactResistant: No FL17499 R3 C CAC MI Windows - 185 SH (Fin) (9).odfDesignPressure: +60/-60 FL17499 R3 C CAC MI Windows - 185 SH (Flanoe) (9).odfOther: R-PG60 Quality Assurance Contract Expiration Date 10/09/2018 Installation Instructions FL17499 R3 If 08-02546B-2.odf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513322E-2.odf Created by Independent Third Party: Yes 17499.7 185 Triple SH 111x72 Fin Frame IG/SG Single Hung 110x72 Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC MI Windows - 185 SH Triple (Finl Approved for use outside HVHZ: Yes 3).odf Impact Resistant: No FL17499 R3 C CAC MI Windows - 185 SH Triple (Fiat Design Pressure: +50/-50 4).odf Other: R-PG50• FL17499 R3 C CAC MI Windows - 185 SH Triple (Flanne) 3).odf FL17499 R3 C CAC MI Windows - 185 SH Triple (Flanoe) 4 df Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R3 II 08-02548B.odf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE S133248-6.odf Created by Independent Third Party: Yes 17499.8 185 Twin SH 106x72 Fin Frame IG/SG Single Hung 1OSx72 Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC MI Windows - 185 SH Twin (Fin) Approved for use outside HVHZ: Yes 3 d Impact Resistant: No FL17499 R3 C CAC MI Windows - 185 SH Twin (Fin) Design Pressure: +45/-4S 4).odf Other: R-PG45 FL17499 R3 C CAC MI Windows - 185 SH Twin (Flanoe) 3).adf FL17499 R3 C CAC MI Windows - 185 SH Twin (Flanoe) 4). odf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R3 II 08-02547B-7.odf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513323E-7.odf Created by Independent Third Party: Yes Bedc Nezt Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 8SO-487.1824 The State of Florida Is an AA/EEO employer. Coovneht 2007.2013 State of Florida..: Privacy Statement : • ACCesslblllty Statement :: Refund Statement https://,,Aiww. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGE VXQwtDgtCU Ggvj Q iz6B ... 2/ 1 /2018 Florida Building Code Online Page 4 of 4 Under Florida taw, 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 mad If you have any questions, please contact 850.467.295. '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 entails 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 AI55, F.S., please dock here . Product Approval Accepts: A a^erii On Credt.Card Safe https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6B... 2/ l/2018 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 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 15 NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8 FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REOLOED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11 FRAME MATERIAL, EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. SEE SHEET 11 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #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. REVISIONS .. REV I DESCRIPTIDN I DATE I APPROVED 1 A REVISED ANCHOR SPACING & CHARTS 07/11/16 RL. IBREVISEDGLASS10/02/17 R.L. 15.FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. I6.FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 17.FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW' A WOOD: MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2.000PSI MINIMUM. D METAL STRUCTURE STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063—T5 FU-30KSI .048" THICK MINIMUM TABLE OF CONTENTS SHEET NO.1 DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT NOTES DRAWN. DWC NO N.G. 08-02549 SCALE NTS I DATE 12/29/14 s'W 1 OF 11 L ROBERTO LOMAS PE. 1432 WOODFORD RD LEWISVILLE, NC 27023 4314 W-0600 0oms@ b V#Can SIGNED: 1211412017 v; •G E Ns .P' 05 STATTF TEOcr` B Luis R. Lomos P.E. FL No.: 62514 7 N FIR IIE 52' MAX FRAME WIDTH -- 2" MAX — 16 MAX O.C. —I 2" MAX 16" MAX O.C. 2" — AX 1ME GIIT O / dy 52' MAX FRAME WIDTH 2" MAX 16" MAX 0 C. 2' MAX 16" OMAX / O.C. 72' MAX FRAME HEIGHT Q X 185 ALUMINUM SINGLE HUNG WINDOW 165 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGES FINLESS INSTALLATION FLANGES FINLESS INSTALLATION SEE CHART MI FOR SMALLER UNITS REOUIRED ANCHORS SEE CHART II FOR SMALLER UNITS REOUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING t60.OPSF NONE NOTES: 1. MAXIMUM SASH SIZE: 51' X 36". 2 MAXIMUM SASH D.L.O.: 47 5/8" X 32 1/2". 3. MAXIMUM FIXED D L.0 : 49 3/8" X 32 1/2", HARDWARE SCHEDULE 2) METAL SWEEP LOCK AT 8" FROM EACH END INTERIOR MEETING RAIL REVISIONS ' DESCRIPTION DATE I APPROVED REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. REVISED CLASS 10/02/17 R.L. CHART#1 Numbor of anchor locations required Framo Framo Width In Height 10.00 24.00 30.00 36.00 42.00 48.00 52.00 In) Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb Head Jamb 24.00 2 3 3 3 3 3 0 3 4 3 4 3 4 3 30.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 36.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 42.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 48.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 54.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 60.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 66.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 72.00 2 1 6 1 3 6 3 6 3 6 4 6 4 6 4 6 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FLANGE do FINLESS ELEVATIONS ORAWN: DWC ND. N.G. 08-02549 SME NTS 1041E 12/29/14 SIIEET2 OF 11 L ROBERTO LOAIAS P.E 1432 WOODFORD RD LEW ISVILLE, NC 27023 434.60-OW9. Iff I S@*ANUSM m SIGNED: 1211412017 CENSF; •d+ el l0y6 5 yr STATE OF ;, rv i F OR10P • i 7Sjs NA L1? G\`` Luis R. Lomas P.E. FL No.: 62514 i N FR HE REVSONS 52" MAX FRAME WIDTH 5MAX FRAME WIDTHRLv DESCWPTION DATE APPROVED A REVISED ANCHOR SPACING @ CHARTS 07/11/16 R.L. 2" MAX -- 10" MAX O.C. --2" MAX 2" MAX Fr 10" MAX O.C. 2" MAX B REVISED GLASS 10/02/17 R.L. z TAX_ J 10" MAX O.C. O f 2" AX ME GHT J 4 X 2" 10" f MAX 0 C. 0 72" MAX FRAME HEIGHT 4 X CHART# 2 Number of anchor locations required Frame Frame Width In) Height in) 18. 00 H 6 S Jamb 24. 00 H 6 S Jamb 1 30.00 H 6 S Jamb 36. 00 H 6 S Jamb 42. 00 H 6 S Jamb 48. 00 H 6 S Jamb 52. 00 H 6 S Jamb 24. 00 3 3 3 3 4 3 5 3 5 3 6 3 6 3 30. 00 3 4 3 4 4 4 4 5 4 6 4 6 4 36. 00 3 5 3 5 4 5 5 5 5 5 6 5 6 5 42. 00 3 5 3 5 4 5 5 5 5 5 6 5 6 5 48. 00 3 6 3 6 4 6 5 6 5 6 6 6 6 6 54. 00 3 6 3 6 4 6 6 5 6 6 6 1 6 6 60. 00 3 1 7 3 7 4 7 5 7 5 7 6 7 1 6 7 66. 00 3 8 3 1B1 4 8 5 1 B 5 6 6 8 6 6 72. 00 3 1 8 1 3 1 8 1 4 1 8 5 1 8 5 8 6 1 8 6 B I i ' 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW EXTERIOR VIEW FIN INSTALLATION FIN INSTALLATION SEE CHART 12 FOR SMALLER UNITS REOUIRED ANCHORS SEE CHART 12 FOR SMALLER UNITS REOUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING t60. OPSF NONE NOTES: 1. MAXIMUM SASH SIZE: 51" X 36" 2. MAXIMUM SASH DLO.: 47 5/8" X 32 1 /2". 3. MAXIMUM FIXED DL.O: 49 3/8" X 32 1/2". HARDWARE SCHEDULE SWEEP LOCK AT W FROM EACH END INTERIOR MEETING RAIL AND TACKLE BALANCE AT JAMBS MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FIN ELEVATIONS DRAWN DWC ND. r 08- 025TS — 12/29/14 —R3 OF 11 L ROBERTO LOWS RE 1432 HK70DFORD RD LEMSVILLE, AC27023 1344W- 0600 dbmasf #Ah sPe tam SIGNED: 1211412017 J S 1 i IL 04, / G E N `r4 9U' 0„ 6 5 STATE OF i0 P F•. ORlO,• ONA j1 F' G\' Luis R. Lomas P.E. FL No.: 62514 RrAwNs ' 1/2" MIN REV DESCRIP110N LVVRoWE EDGE DISTANCE A REVISED ANCHOR SPACING A CHARIS 07/11/16 R.L. WOOD FRAMING OR 2X BUCK B REVISED GLASS 10/02/17 R.L. BY OTHERS 1 1/4" MIN. EMBED MENi BACKER ROD APPROVED 1/4" MAX. SEALANT SHIM SPACE 1 1/4" MIN 1/4" MAX. 10 W000 SCREW EMBEDMENT SHIM SPACE INTERIOR MIN EDGE INTERIOR DISTANCE 10 WOOD SCREW PUN WOOD FRAMING OR 2X BUCK BACKER RODEXTERIORNBYOTHERS APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4" MAX SHIM SPACE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHCRS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FLANGE INSTALLATION DETAILS DRAW*. OWG N0. N.G. 08-02549 SCALE NTS I DATE 12/29/14 1SKEt4 OF 11 L ROBERfO LOMAS P.E. 1432 WOODFORD RD LEWISVILLE. NC 27023 434.600609 mDni0SvbwwSp/.tom SIGNED: 1211412017 5111 11IL04, / A T(AATTE OF F REV e /ONA j1O\\\ Luis R. Lomos P.E. FL No.: 62514 ML I STRUCTU BY OTHE APPROVED SEALANT 1/2" MIN r EDGE DISTANCE 1/4" MAX. SHIM SPACE 11'1 ` #10 SMS OR SELF DRILLING SCREW INTERIOR EXTERIOR REW"S DESCRIPTION DATE I APPRWED REVISED ANCHOR SPACING & CHARTS 07/11/16 ILL REVISED GLASS 10/02/17 RL. 1/4' MAX. SHIM SPACE 10 SMS OR INTERIORSELFDRILLING SCREWS 7 t J2— . . MIN. EDGE DISTANCE EXTERIOR METAL STRUCTURE BACKER ROD BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SILL TO BE SET IN A BED OF APPROVED STRUCTURAL BACKER ROD SEALANT APPROVED SEALANT 1/4" MAX. SHIM SPACE METAL SIGNED: 1211412017 STRUCTURE BY OTHERS IT MI WINDOWS D LLC 1R III/.0 T650WETMAETSTREET J\S GRATZ, PA 17030-0370 v, •ti G E NSF PVERTICALCROSSSECTION METAL STRUCTURE INSTALLATION SERIES 185 ALUMINUM SINGLE HUNG WINDOW N0 5 k- 52" X 72" NON —IMPACT v1 , FLANGE INSTALLATION DETAILS D , STATE OF NOTES. n.S ;c( • G` DRAww.. arc ND. REV ORM"' \ 1. AND EXTERIOFINISHES, BY OTHERS, 08 B E5591ONA;t0a NOTIWFOR2PERIMETERNTINTERIORSEALANTBYOTHERSTOBEsuu.E NTS aTE 12/29/14 so OF 11 DESIGNED IN ACCORDANCE WITN ASTM E2112 L ROBERTO LOMAS P E. Luis R. Lomas P.E. 1132 WOODFORDRDLEMSVILLE. MC 27023 FL No.: 62514 434-M-0609 2 1 / MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS '• ° OPTIONAL 1 X BUCK ° • ° 1 1/4" MIN. SEE NOTES 3 - 7 SHEET 1 - i 1/4" MAX. BACKER ROD SHIM SPACE do APPROVED SEALANT INTERIOR EXTERIOR 3/16' TAPCON 1 1/4' MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS 0 3/16" TAPCON 2 1/2' MIN. EDGE v DISTANCE REVISIDNS DESCRIPTION DAIS I APPROVED REVISED ANCHOR SPACING & CHARTS 07/11/16 R L. REVISED CLASS 10/02/17 R.L. 1/4' MAX. SHIM SPACE INTERIOR BACKER ROD EXTERIOR h APPROVED OPTIONAL 1X BUCK SEALANT SEE NOTES 3 - 7 SHEET 1 JAMB INSTALLATION DETAIL CONCRETE/AIASONRY INSTALLATION SILL TO BE SET IN A BED OF NOTES. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, BACKER ROD APPROVED NOT SHOWN FOR CLARITY. do APPROVED STRUCTURAL 2. PERIMETER AND jowr SEALANT BY OTHERS TO BE SEALANT SEALANT DESIGNED IN ACCORDANCE WITHASTM E2112 SIGNED: 1211412017 OPTIONAL IX BUCK 1/4' MAX. MI WINDOWS AND DOORS, LLC 11111rrrr,,, SEE NOTE SHEET I SHIM SPACE 650 WEST MARKET STREET GRATZ. PA 17030-0370 5 ' L 0 9CENSFI RP CONCRETE/MASONRY BY OTHERS SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT k= f T s vi • = FLANGE INSTALLATION DETAILS 0 , TAT OF ; 4. 0 i' 'c<ORIO; • e ° •• DRAW M Dw0 NO. 08 02 549 REV B i1440NA,IE\1z' sous aTENTS 12/29/14 6 OF 11 IVERTICALCROSSSECTIONL. ROMRTO LOMAS P.E. Luis R. Lomas P.E. CONCRET&MASONRY WSTALLA TION KvWOODFORDRDLEWISVILLE,NC27o23 FL No.: 62514934•6AE-0609 •Rannoklumasve am WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1/2- MIN EDGE DISTANCE MAX. SPACE 810 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4' MAX. C SHIM SPACE r VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2I I2 1 1/4• MIN. EMBEDMENT 1 1/2" MIN EDGE DISTANCE 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS RENS"" I I REV DESCRIPTION I MIE I PPROVED A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. B REVISED GLASS 10/02/17 RL. 1/4" MAX. SHIM SPACE INTERIOR EXTERIOR BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS DRAWM DYIG N0. rE* 08-02549 TS ' 12/29/14 s"EE17 OF 11 L ROBERTO LOAIAS P.E. N32 WOODFORD RD LEWISVILLE, NC 27023 SIGNED: 1211412017 J S IR I ILID4j /% GEN3F9`P 1Tv D A T E OFiu, aLv iFS f ORIO , •G\ B i s,ONA Luis R. Lomas P.E. FL No.: 62514 REVISIONS 2 1/2 MIN. EDGE DISTANCE REV DESpRR1g0 DATE APrRwcD A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.I. CONCRETE/MASONRY B REVISED CUSS 10/02/17 R.L. BY OTHERS e OPTIONAL 1X BUCK c e, 1 1/4" MIN. EMBEDMENT 1 1/4' MIN. EMBEDMENTSEENOTES3 — 7 SHEET 1 I CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 — 7 1/4' MAX. c SHEET 1 BACKER ROD SHIM SPACE APPROVED SEALANT 3 3/16" TAPCON •• 1/4' MAX. 3/16" TAPCON SHIM SPACE INTERIOR INTERIOR 2 1/2' MIN :a EDCE ' DISTANCE EXTERIOR EXTERIOR BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION SILL TO BE SET BACKER R00 APPROVED IN A BED OF APPROVED NOTES: 1.INTERIOR AND EXTERIOR FINISHES, BY OTHERS, SEALANT STRUCTURAL NOT SHOWN FOR CLARITY. SEALANT 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OPTIONAL 1X BUCK 1/4• MAX DESIGNED IN ACCORDANCE IMTNASTME2112 SEE NOTE 3 - 7 r SHIM SPACE SIGNED: 1211412017 SHEET 1 i MI WINDOWS AND DOORS, LLC 11110 / S L 650 WEST MARKET STREET f5R• p41 CONCRETE/MASONRY GRATZ, PA 17030-0370 GENS BY OTHERS n SERIES 185 ALUMINUM SINGLE HUNG WINDOW p1 10y6 5 = 52" X 72" NON —IMPACT J"/'r(( 1E e •' FINLESS INSTALLATION DETAILS Opp• BTATE OF lDRAWN. DWG ND. REV 08 e s ORMt G\ ,,z VERTICAL CROSS SECTION SME NTS D"E 12/29/ 14 SHEET 99 of 1 t CONCRETEAIIASONRY INSTALLATION L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEWISMI.E, NC 27023 LUIS R. Lomas P.E. FL No.: 62514431-6W-0609 Abmas@alamaVe mm APPROVED SEALANT BEHIND FIN 7/16" MIN EDGE DISTANCE 7/16" MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN 1 1/4" MIN EMBEDMENT 8 WOOD SCREW LMOLUMLPI I VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING BY OTHERS 1/4" MAX SHIM SPACE WOOD FRAMING BY OTHERS 1 1/4" MIN. EMBEDMENT V I APPROVED SEALANT BEHIND FIN 7/ I6" MIN EDGE DISTANCE r 1/4" MAX r SHIM SPACE 8 WOOD SCREW EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION REVISONS .. REV DESCRIPRON M1E I APPROVED A REVISED ANCHOR SPACING B CHARTS 07/11/16 R L B REVISED GLASS 10/02/17 R.L. NOTES' 1/4" MAX 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. SHIM SPACE NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET WOOD GRATZ. PA 17030-0370 FRAMING BY OTHERS SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT FIN INSTALLATION DETAILS DRArY11: DwD NO N.G. 08-02549 SCALE NTS I DAZE 12/29/14 1 SHEET 10 OF 11 L. ROBERTO LOMAS P.E. 1432 WOODFORD RD LEW/SVILLE, NC 27023 434.6U-Mg dbmm_0W* &Sp&CM SIGNED: 1211412017 ft' 11`/ O i/// v,•,G.E6 NS;giP'i i10' sTAT- '. L0 iv o• 0 OR101" ON Ij Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS APPROVED SEALANT BACKER ROD APPROVED SEALANT STRUCTURE BY OTHERS 1/2' MIN I EDGE DISTANCE 1/4' MAX. SHIM SPACE D . ,.f5 OR SELF DRILLING SCREW VERTICAL CROSS SECTION METAL STRUCTURE IIJSTALLATION 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 STRUCTURAL SEALANT 1/4' MAX. SHIM SPACE REV609S DESCRIPTION DATE I APPROVED REVISED ANCHOR SPACING &CHARTS 07/11/16 1 R.L. REVISED CLASS 1 10/02/17 IRL 1/4' MAX. SHIM SPACE J10 SMOR INTERIOR SELF DRILLING SCREWS 1/ 2' MIN. EDGE DISTANCE I EXTERIOR METAL BACKER ROD STRUCTURE APPROVED BY OTHERS SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 1211412017 MI WINDOWSD LLC ETDOORS, 650WESTMNTRETSTREET GRATZ. PA - 17030-0370 r GENSA giP' SERIES 185 ALUMINUM SINGLE HUNG WINDOW 015 k 52" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS 0 , STAT Of 0 c( OR10P• DRAWN: oRDND. REV 08 B O lA1111 G\ SCALE NTS oAiE 12/29/14 s"R589 OF 11 L ROBERTO LOMAS P.E. 1492NUODFORDRDLEWISVILLE.NC27029 Luis R. os P.E. is No.:Lomos434-" O. ow / DOmu@*bn%Apwwm62514 2 3/ 16' 13/16" FLANGE FRAME HEAD CM-18501 ALUMINUM 6063-T5.050' THICK 2 5/ 16" — 3 3/8" L FLANGE FRAME SILL CM-18502 ALUMINUM 6063-TS 055' TIIICK r LOCK RAIL/STILE CM-18505 ALUMINUM 6063-T5.062' THICK 1" GLAZINGNG BEAD CM-18535 RIGID PVC .050' THICK 2 3/16' 7U FLANGE FRAME JAMB CM.18503 ALUMINUM 6063-T5 050' THICK FINLESS FRAME SILL CM-18554 ALUMINUM 6063-T5.055' THICK 1 7/16- 2 5/16" Ll SASH BOTTOM RAIL CM-18555 ALUMINUM 6063-T5.050' THICK 1, 3,6" r IS/16" SASH STILE CM-18507 ALUMINUM 6063-TS.050• THICK 2 3/16' —I 1 5/16' Ut FINLESS FRAME HEAD CM-18553 ALUMINUM 6063-T5.050' THICK 2 5/16" —I 3 3/4' FIN FRAME SILL CM-18509 ALUMINUM 6063-TS .055' THICK 2I" J MEETING RAIL CM-18504 ALUMINUM 6063-T5.055' THICK 2 3I/ 16' 71J FINLESS FRAME JAMB CM. 18513 ALUMINUM 6063-T5 050' THICK T_— 2 3/ 16' — I 2 5/, 6" FIN FRAME HEAD CIA- 18508 ALUMINUM 6063-T5.050' THICK 2 3/8" 2 3/16" FIN FRAME JAMB CM-18510 ALUMINUM 6063-TS .050• THICK REV DCstRFDDN DATE APPROVED IAREVISEDANCHORSPACING &CHARTS 07/11/16 R L 8 REVISED GLASS 10/02/17 RL. 5/8* — 1/8" ANN. — 1/8" ANN. 1/8" ANN. 090 PVB BY KURARAY METAL REINFORCED BUTYL SPACER EXTERIOR INTERIOR 1/2" BITE SILICONE SEALANT SETTING OLOCK GLAZING DETAIL MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT COMPONENTS D"ww On No. N.G. 1 08-02549 SCALE NTS JDAIE 12/29/14 SHEET l l OF 11 L ROBERTO LOMAS P.E. 9432 WOODFORD RD LEWISVILLE, NC 27023 434-W-0609 A das@kftMISpW am SIGNED- 12/14/2017 RI It o7jii r v GENS* Yi vlo 6266 , y` STTAATTT OF F00'. RLv i/'o S r10110 : •G •• e Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online Page 1 of 3 Itt, a in SCIS Home I Log In I User Registration Mot Topics I Submit Surcharge I Stag & Facts I Publications I Fec Stan I SCIS site Map I links I search I, a t:, .. Product Approval qa.r` i `^FF USER: Public Userdbpr Product Approval Menu > Product or Application Search > Application list > Application Detail FL # FL15349-119 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE i Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA 506 2011 AAMA/WDMA/CSA 101/I.S. 2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/31/2017 Date Validated 12/31/2017 Date Pending FBC Approval Date Approved 01/04/2018 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH85 72gvdWI... 1 /31/2018 Florida Building Code Online Page 2 of 3 Summary of Products FL iF Model, Number or Name Description 15349.1 18S PW 73 x 72 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 R9 C CAC APC 12786.odf Approved for use outside HVHZ: Yes FL15349 R9 C CAC APC 12787.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +60/-60 04/03/2018 Other: CW-PG60 Installation Instructions FLIS349 R9 II 08-02357B.odf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS349 R9 AE S13124B.odf Created by Independent Third Party: Yes 15349.2 185 PW 159 x 54 Triple CHS Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS349 R9 C CAC APC 15350.ol f Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/24/2021 Design Pressure: +SS/ -SS Installation Instructions Other: R-PG55 FL15349 R9 II 08-02949.0df Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS349 R9 AE 513783.odf Created by Independent Third Party: Yes 15349.3 185 PW Impact 72 x 72 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 R9 C CAC APC 15454.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/25/2021 Design Pressure: +SS/ -SS Installation Instructions Other: FW-LC55, Missile Level 0, Wind Zone 3. Glass FL15349 R9 II 08-02948.odf consisted of 5/32" tempered exterior - spacer - 5/32" Verified By: Luis R. Lomas, PE 62514 annealed / 0.100 Solutia Saflex HP / S/32" annealed. Glass Created by Independent Third Party: Yes was bedded in Pecora 896 silicone with 5/8" glass bite. Evaluation Reports FL15349 R9 AE 513782.odf Created by Independent Third Party: Yes 15349.4 185 PW Impact 159 x 54 Triple CHS Insulated Laminated Glass Limits of Use Certification Agency Certifiiczte Approved for use in HVHZ: No FLIS349 R9 C CAC APC 8272 odf Approved for use outside HVHZ: Yes FL15349 R9 C CAC APC 8273.odf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +SS/ -SS 01/24/2021 Other: FW-R55, Missile Level D, Wind Zone 3. Glass Installation Instructions consisted of 1/8" annealed exterior - spacer - 3/32" FLIS349 R9 II 08-016148.odf annealed / 0.090 Solutia PVB / 3/32" annealed. Glass was Verified By: Luis Roberto Lomas 62514 bedded in Pecora 896 silicone with S/8" glass bite. Created by Independent Third Party: Yes Evaluation Reports FL15349 R9 AE 512278B.odf Created by Independent Third Party: Yes 15349.5 185 PW Impact 96 x 60 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use.in HVHZ: No FLIS349 R9 C CAC APC 7962.odf Approved for use.outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant, Yes 12/05/2020 Design Pressure: +55/-55 Installation Instructions Other: FW-LC55, Missile Level D, Wind Zone 3. Glass FLIS349 R9 II 08-016138.odf consisted of 5/32" annealed exterior - spacer - 5/32" Verified By: Luis Roberto Lomas 62514 annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass Created by Independent Third Party: Yes was bedded in Pecora 896 silicone with 5/8" glass bite. Evaluation Reports FL15349 R9 AE 512277B.odf Created by Independent Third Party: Yes Back Next onset us .. 2601 Blair Scene Road. Tallahassee e1 32399 Phone: 8S0-487.1824 The state of Florida Is an AA/EEO employer. roovndht 2007-2013 State of Flonda.:: Privacy Statement :• Accessibility Statement :: Refund Statement https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQvADgtH85 72gvdVJI... 1 /31 /2018 Florida Building Code Online Pase 3 of 3 Under Florida law, email addresses are public records. It you do not want your e-mail address released in response to a public -records request, do not send electronic mad to tnis 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 4SS, 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 email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please cock here Product Approval Accepts: R Chic c C.redu Card Safe https ://www. floridabuilding. orslprlpr_app_dtl. aspx?param=wGEVXQwtDgtH8 5 72gvd WI... 1 /31 /2018 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 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. B. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 1D. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE B6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. RENSKM , , DESMWTMM DATE APPROVED REVISED INSTALLATION DETAILS 06/01/15 R.L. REVISED NAME AND ADDRESS 10/27/16 R.L 15. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16.FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17.FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2.000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.0487 FY=33KS1/FU=52KS1 OR ALUMINUM 6063-75 FU-30KSI .048" THICK MINIMUM 20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT NOTES TABLE OF CONTENTS DyAww. oxc SHEET NO. DESCRIPTION J.L. 08-02357 1 NOTES I. NTS I -TE 09/03/14 1 SHtL' 1 OF 12 2 - 3 ELEVATIONS, CHARTS AND GLAZING DETAILS 4 - 12 INSTALLATION DETAILS L. ROSERTO LOADS P.E 1432 WOODFORD RD LEWISVILLE. AaC 270" 424-M-0609 iAamas IMnnsp4 tan SIGNED: 1111512016 Luis R. Lomas P.E. FL No.: 62514 72 1/2" MAX FRAME WIDTH - REVISIONS RN DESCRO'RON DALE APPROVED 6_ MAX I -I- lei MAX Q.C. --I 6 MAX NOTES: A REVISED INSTALLATION DETAILS 06/01/15 R.L. 1. MAXIMUMD.L.O.: 69311'X689/1' B REVISED NAME AND ADDRESS 10/27/16 R.L. L CHARTMI I g" Number of anchors required (wi hout r gid fillers) MAX O.C. Frame Fame wIdlg (In) T neigD1 24.00 20.00 36.00 12.00 4000 61.00 0.00 66.00 72.60 IIN HdS amD HtS amD NtS amD HAS amD HIS Jamb HAS Jamb HAS amD HIS mD HtS amD 2400 2 2 2 2 3 2 3 2 3 2 1 2 1 2 1 2 S 2 30.00 2 2 2 2 3 2 3 2 3 2 1 2 1 2 1 2 5 2 71 1/2 3000 2 3 2 3 3 3 3 3 3 3 1 3 1 3 5 3 5 3 MAX 4200 2 3 2 3 3 3 3 1 5 3 5 3 6 3 FRAME 10.00 2 3 2 3 3 3 3 3 3 3 1 3 5 3 6 3 6 3 HEIGHT j 6L00 2 1 2 1 3 1 3 1 3 1 1 1 5 1 6 7 60.00 2 1 2 1 1 3 5 3 5 1 S S S 8 S 7 S 60.00 2 1 1 2 1 3 5 3 5 3 6 1 6 5 6 6 6 7 8 71.60 2 5 2 5 3 5 3 6 3 8 1 7 5 8 7 7 7 REFER TQ CHARTS SERIES 185 ALUMINUM FIXED WINDOW EXTERIOR VIEW CHART272FORNUMBEROF ANCHORS REQUIRED Number of anchors required (with rigid fillers) 72 1/2" MAX FRAME WIDTH Fame Flame wld1h lln) 6" MAX - r 18" MAX O.C. Heignl 2400 30 DO 3000 12.D0 11.00 1.00 60.00 66.00 72.60 I 6" MAX fin) Ills Pamb HdS pomb HAS Jamb HAS Jamb HAS PaMbi HAS Pamb HAS Jamb HAS amD H65 amD 21.00 2 2 2 2 2 2 3 2 3 2 1 2 1 2 1 2 S 2 L 30.00 2 2 2 2 3 2 3 2 3 2 1 2 1 2 1 2 5 2 6" I6AA 20.00 2 3 2 3 3 3 3 3 3 3 3 3 3 5 3 312.00 2 3 2 3 3 3 3 3 3 3 1 3 3 1 3 5 10.00 2 3 2 3 3 3 3 3 3 3 1 3 1 3 1 3 5 3 51.00 2 1 2 1 3 1 3 1 3 1 1 1 1 1 1 s 1 2 1 2 3 1 3 1 3 1 1 1 1 1 1 1 5 1L60.Do 71 1/2" 18" 61.00 2 1 2 1 3 1 3 1 3 1 1 1 1 1 5 1 MAX T0 C. 71.60 2 5 2 5 3 s 3 5 3 5 I s I s I 5 5 5 FRAME SEE SHEETS 1.7 FOR INSTALLATION DETAILS HEIGHT I j j REFER TO CHARTS SERIES 185 ALUMINUM FIXED DESIGNER WINDOW 1 & 12 EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED DESIGN PRESSURE RATING IMPACT RATING t60.0PSF NONE MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FLANGE do FINLESS ELEVATION & CHARTS DRAWN: vaG No rS-M 08-02357 NTS I DAIS 09/03/14 1 S'w2 OF 12 L ROBERTO LOMAS P.E. 1432 KWOFORD RD LE WISVILLE. WC 27023 I3I.600-0809 /tomaSDdbmasM.mm SIGNED: 1111512016 STAT OF, •t RN F 'c<ORIOP • e i//,Ss/ ONA j1O\\ Luls R. Lomas P.E. FL No.: 62514 71 I FI HI 6' MAX _ 72 1/2" MAX FRAME WIDTH —I i r 16- MAX O.C. i IIII j 18" MAX O.C. 1/2" IAX GHTGHI jy j 6 MAX REFER TO CHART #3 SERIES 185 ALUMINUM FIXED WINDOW FOR NUMBER OF EXTERIOR VIEW ANCHORS REOUIRED 72 1/2' MAX FRAME WIDTH — 6" MAX — I -- 18" MAX O.C. — 6" MAX 00 18 MAX O.C. 71 1/2' MAX FRAME HEIGHT t l oo REFER TO CHART J3 FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW ANCHORS REQUIRED EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING i60.OPSF NONE NOTES' 1. MAXIMUMD.L.O.: 69314•X683(4• REVISIDIS ' DESCRrMN M1E AVPRWED REVISED INSTALLATION DETAILS 06/01/15 R.L. REVISED NAME AND ADDRESS 10/77/16 ILI CHART N3 Number of anchors required IRn Installation) Frame Frame width fin) Irlght 24.00 Jo.00 26.00 42.00 48.00 54.00 60.00 6600 M60 Ilnl Nt5 anlD HAS amD HAS amb NtS amD HAS smD HAS amD HAS amD His smD HAS arnD 24 DO 3 J J J 3 3 4 J 4 3 4 3 6 3 5 3 6 3 30.00 3 3 J 3 3 3 4 3 4 3 4 J 5 3 s 3 0 3 36.00 3 3 J J J 3 4 3 4 3 4 J 5 J 5 J 6 3 42.00 3 4 J 4 J 4 4 4 4 4 4 416 4 6 4 6 4 48 00 J 4 J 4 3 4 4 4 4 4 4 4 5 4 5 4 0 4 5400 3 4 J 4 3 4 4 4 4 4 4 4 5 4 S 4 8 4 60.as J s J s J s 4 s 4 s 4 s s s s s 66 5 66.00 3 5 J 5 J 5 4 5 4 5 4 5 S 5 5 5 6 S 71.S0 3 0 J 8 J 6 4 8 4 0 4 0 5 0 S 0 0 SEE SHEET 8 FOR INSTALLATION DETAILS MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73' X 72" NON —IMPACT FIN ELEVATION & CHART DRAWN: Da0 NO. J.L. 08-02357 WALE NTS 0At 09/03/14 sN'03 OF 12 L ROBERTO LOMAS P.E. 14321VOODFORD RD LEMSVILLE• AIC 27023 434.668.0609 f00maS@**wSFa Com SIGNED: 1111512016 1R ! I LIDS o, , RLv '°F • 'cf OR10; • TAT OF e S/ONA 1`caG\ Luis R. Lomas P.E. FL No.: 62514 REVISIONS 1/2" MIN. REV DESCRIP110N DAZE APPROVED EDGE DISTANCE 3/4" MIN A REVISED INSTALLATION DETAILS 06/01/15 RL. WOOD FRAMING 1 1/4" MIN METAL r EDGE DISTANCE B REVISED NAME AND ADDRESS 10/27/16 R.L. OR 2X BUCK BY OTHERS EMBEDMENT STRUCTURE BY OTHERS 1/4" MAX SHIM SPACE 1/4" MAX BACKER ROD SHIM SPACE BACKER ROD APPROVED APPROVED SEALANT SEALANT 10SMS OR 10 WOOD SCREW RISELFDRILLINGSELF SCREW EXTERIOR EXTERIOR INTERIOR INTERIOR 110 SMS OR 810 WOOD SCREW SELF DRILLING SCREW BACKER ROD RIGID FILLER BACKER ROD RIGID FILLER APPROVED SEALANT 1/4" MAX. APPROVED SEALANT 1/4" MAX. SHIM SPACE SHIM SPACEF WOOD FRAMING 1 1/4- MIN. METALSTRUCTURE NOTES OR 2X BUCK BY OTI IERS EMBEDMENT BY OTHERS 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 3/4" MIN 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 1/2" MIN. EDGE DISTANCE DESIGNED IN ACCORDANCE WITH ASTME2112 EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN 1/4" MAX. EMBEDMENT I r SHIM SPACE 1/2" MIN. EDGE DI ISTANCE INTERIOR 10 WOOD SCREW WOOD FRAMING EXTERIOR OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/ 4" MAX r SHIM SPACE 3/ 4" MIN. EDGE DISTANCE INTERIOR 10 SMS OR SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BACKER ROD BY OTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS, LLC 65D W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS WIT14OUT FILLERS DRAWN. DWC NO RI J. L. 08-02357 1 suaE NTS I 01r 09/03/14 1 S"EE14 OF 12 L. ROBERTO LOWS P.E. 143211OODFORD RD LEWISVILLE. AIC 27023 434- ma,m0 /RomaSokbmaweon SIGNED- 1111512016 111t R oG E N Ste: 94P11'1 7 o TATE OF'w O. i. 1d` I'l0R10P • Luis R. Lomas P.E. FL No.: 62514 REVISIONS REV DESCRIPTIDN , DUE APPROVED 2 1/2" MIN. A REVISED INSTALLATION DEEAILS 06/01/15 RL EDGE DISTANCE I B REVISED NAME AND ADDRESS 10/27/16 R.L CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. 1 1/4" MIN. EMBEDMENT OPTIONAL 1X BUCK EMBEDMENTSEENOTES3 - 7 SHEET 1 CONCRETE/MASONRY BACKER ROD 1/4- MAX, BY OTHERS 1/4" MAX. APPROVED SHIM SPACE I SHIM SPACE SEALANT OPTIONAL IX BUCK SEE NOTES 3 - 7 SHEET 1 3/16" TAPCON EXTERIOR INTERIOR 3/ 16" TAPCON INTERIOR 3/16" TAPCON BACKER ROD p APPROVED SEALANT 1/4" MAX. 2 1/2" OPTIONAL 1X BUCK SHIM SPACE MIN SEE NOTE 3 — 7 EDGE SHEET I DISTANCE EXTERIOR CONCRETE/MASONRY BACKER ROD BY OTHERS n 1 1/4" MIN. APPOVED SEALANT EMBEDMENT JAMB INSTALLATION DETAIL CONCRETEIMASONRY INSTALLA TION 2 1 /2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/ MASONRY INSTALLATION SIGNED: 1111512016 MI WIND DOORS, LLC oWwMNDKET9. L ow-,/ GRATZ• PA 17030 v,•VGEIII NOTES: SERIES 185 ALUMINUM FIXED WINDOW z:*•61 *= I. INTERIOR AND EXTERIOR flN/SHES,BYOTHERS. 73" X 72" NON -IMPACT orj ypq• NOT SHOWN FOR CLARITY. FINLESS INSTALLATION DETAILS WITHUT FILLERS 0 $TAT OF •t 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 DRAvrtr DND No. REV ln•Fl OR10P• 08 5 2E357 B S/Oi A SCALE DA1E NTS09/03/14 5 OF 12 1F,G\ L. ROBERTO LOMAS P.E. 1432N000FOROROLENOSVD. LE,AC27023 LUIS R. Lomas P.E. 434- M 0609 d"aS @*&wSp0 corn FL NO.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT EXTERIOR BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. EDGE DISTANCE 1 1/4" MIN. EMBEDMENT 1/4" MAX SHIM SPACE RIGID FILLER 10 WOOD SCREW INTERIOR 010 WOOD SCREW RIGID FILLER 1/4" MAX. SHIM SPACE MIN. EMBEDMENT I 1/2" MIN. r EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN 1/4" MAX. EMBEDMENT I r SHIM SPACE j— I RIGID FILLER 1/2" IN EDGE DISTANCE 1 VINTERIOR 10 WOOD SCREW WOOD FRAMING EXTERIOR OR 2X BUCK BACKER RODBYOTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION REW,VNS ' REV DESCRIPIIDN OAIE APPROVED 3/4" MIN A REVISED INSTALLATION DETAILS D6/DI/15 RL METAL r EDGE DISTANCE 0 REVISED NAME AND ADDRESS 10/27/16 R.L. STRUCTURE BY OTHERS 1/4' MAX. fl r SHIM SPACE ROD JBACKER APPROVED RIGID FILLER SEALANT 10 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR 10 SMS OR SELF DRILLING SCREW BACKER ROD RIGID FILLER APPROVED SEALANT 1/4" MAX. F SHIM SPACE METAL NOTES: STRUCTURE BY OTHERS 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 3/4" MIN 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE EDGE DISTANCE DESIGNED IN ACCORDANCE WITH ASTM E2112 VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" MAX. SHIM SPACE RIGID FILLER 3/4' MIN. EDCE DISTANCE INTERIOR 10 SMS OR SELF DRILLING SCREWS EXTERIOR METAL STRUCTURE BACKER ROD BY OTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLERS DRAWN:DWG N0. R11 J.L. 08-02357 B GALE NTS I DAIE 09/03/14 sNEEr 6 OF 12 L ROBERTO LOMAS RE 1432 WOODFORD RO LEWISVILLE. NC 27023 434.688-M9 ft=s@okmW com SIGNED: 1111512016 GENSF:9J1% C r C sL07• 2D T5AATEOFEEEUUUW O. oFtloP Luis R. Lomos P.E. FL No.: 62514 REVISIONS ' REV DESCRIPTION DAIE APPROVED 2 1/2 MIN A REVISED INSTALLATION DETAILS 06/01/15 RL. EDGE DISTANCE I B REVISED NAME AND ADDRESS 10/27/16 RL. CONCRETE/MASONRY BY OTHERS 1 1/4* MIN. 1 1/4' MIN. EMBEDMENT OPTIONAL IX BUCK EMBEDMENT SEE NOTES 3 — 7 SHEET 1 r NRYCONCRETEBYBACKERROD1/4" MAX OTHERS 1/4" MAX. APPROVED SHIM SPACE SHIM SPACE SEALANT OPTIONAL 1X BUCK RIGID FILLER SEE NOTES 3 — 7 RIGID FILLER SHEET 1 3/16- TAPCON EXTERIOR INTERIOR 3/16" TAPCON v INTERIOR 3/I6- TAPCON BACKER ROD APPROVED RIGID FILLER SEALANT 1/4" MAX 2 1/2 OPTIONAL 1X BUCK SHIM SPACE MIN. SEE NOTE 3 — 7 EDGE SHEET 1 DISTANCE EXTERIOR CONCRETE/MASONRY BACKER ROD BY OTHERS O ! n ••' 1 1/4' MIN S APPROVED SEALANT i e' • EMBEDMENT JAMB INSTALLATION DETAIL a ° a CONCRET&MASONRY INSTALLATION 2 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE46 ASONRY INSTALLATION NOTES. I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLERS DRAWW DWO ND REV J.L. 08-02357 B scut NTS 0" 09/03/14 1 SNEE77 OF 12 L RMERfO LOADS AE 1432 WOODFORD RD LEWOSVILLE, NC 27023 434.666.0609 Nbmat£Ybm Spe CO. SIGNED: 1111512016 G E NSA: 9j+ p TAT OF.. L 3limO Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTIIERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1 /2" MIN. EDGE DISTANCE 1 1/4" MIN. F EMBEDMENT 1/4" MAX. SHIM SPACE 10 WOOD SCREW METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1/4" MAX SHIM SPACE 10 SMS OR ELF DRILLING REW REVISIONS . REV OESCR•TIDN MIE I APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R L. B REVISED NAME AND ADDRESS 10/27/16 R.L. EXTERIOR EXTERIOR INTERIOR INTERIOR 10 SMS OR 10 WOOD SCREW SELF DRILLING SCREW BACKER ROD & RICID FILLER BACKER ROD & RIGID FILLER APPROVED SEALANT 1/4- MAX APPROVED SEALANT BEHIND FLANGE SHIM $PACE BEHIND FLANGE 1/4" MAX. F F SHIM SPACE NOTES WOOD FRAMING METAL 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. OR 2X BUCK 1 1/4- MIN' STRUCTURE NOT SHOWN FOR CLARITY. BY OTHERS EMBEDMENT BY OTHERS 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 3/4" MIN I I 1/2" MIN EDGE DISTANCE EDGE DISTANCEDISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4" MAX. EMBEDMENT I r SHIM SPACE 1/2" MIN. EDGE DISTANC INTERIOR1 010 WOOD SCREW WOOD FRAMING a EXTERIOROR2XBUCK BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 3/4" MIN. EDCE DISTANCE 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1/4" MAX. SHIM SPACE INTERIOR SIGNED: 1111512016 MI WINDOWS DOORS, LLC 1 i0now. MARKETGRATZ, J'S1R PA 17030 v••GENS 9iP SERIES 185 ALUMINUM FIXED WINDOW D,26 73" X 72" NON -IMPACT EDi= EXTERIOR FLANGE INSTALLATION DETAILS WITHOUT FILLERS p; STATE OF BACKER ROD & DRAW". me No REV J. 08 2 57 B iOR10P ONAAPPROVEDSEAT BEHIND L s0NTSDATE09/03/14 8 OF 12 11 a\\ JAMB INSTALLATION DETAIL L. ROBERTO LOMAS P E Luis R. Lomasos P.E. P METAL STRUCTURE INSTALLATION 1432 WOODFORD RD LEWISVILLE, NC 27023 FL NO.: 434.60-MM AlanftS@*j masp c62514 REVISIONS REV DESCRIPTION DATE APPROVED 2 1/2" MIN. A REVISED INSTALLATION DETAILS 06/01/15 R.L. EDGE DISTANCE I B REVISED NAME AND ADDRESS 10/27/15 R.L. CONCRETE/MASONRY BY OTHERS 1 1/4- MIN 1 1/4' MIN. EMBEDMENT OPTIONAL 1X BUCK EMBEDMENT SEE NOTES 3 — 7 SHEET 1 CONCRETE/MASONRY BACKER ROD & 1/4" MAX. BY OTHERS 1/4" MAX. APPROVED SEALANT SHIM SPACE v SHIM SPACE BEHIND FLANGE OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 3/16" TAPCON v EXTERIOR INTERIOR 3/16' TAPCON INTERIOR J/16' TAPCON BACKER ROD & APPROVED SEALANT BEHIND FLANGE OPTIONAL IX BUCK 1/4" MAX' SHIM SPACE 2 1/2" MIN. SEE NOTE 3 — 7 EDGE v SHEET 1 DISTANCE EXTERIORf CONCRETE/MASONRY J BACKER ROD & BY OTHERS 1 1/4•MIN. APPROVED EALANT EMBEDMENT BEHIND FLANGE IAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION 2 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC R III o 0 W. MARK ST.\\\J\SET GRATZ, PA 17030 v••GENSF9ip 0 51 *= SERIES 185 ALUMINUM FIXED WINDOW*• 73" X 72" NON —IMPACT trt07 FLANGE INSTALLATION DETAILS WITHOUT FILLERS o • $$TAT OF js( W"Iz i 'C(OR10Q. DRAWN' me No REv J. 08-02357 B ii7S ONA 11E ,\\ Luis R. Lomos P.E. FL NO.. 62514 L. PATENTS 09/03/14 9 OF 12 I. RMERrO LOWS P E. my WOODFORD RD LEWLSVR.LE. NC 270M 4.N•6M.0609 NDws@*RVnmV#wm WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD k APPROVED SEALANT BEHIND FLANGE 1/2" MIN. EDGE DISTANCE 1 1/4" MIN. EMBEDMENT 1/4" MAX SHIM SPACE RIGID FILLER p10 WOOD SCREW METAL STRUCTURE BY OTHERS BACKER ROD k APPROVED SEALANT BEHIND FIANCE F i- 3/4- MIN 1/4" MAX. SHIM SPACE GID FILLER 10 SMS OR ELF DRILLING CREW RMSONS REV DESCRIPION DATE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 R.L. EXTERIOR EXTERIOR INTERIOR INTERIOR 10 SMS OR 10 WOOD SCREW SELF DRILLING SCREW BACKER ROD k RIGID FILLER BACKER ROD k RIGID FILLER APPROVED SEALANT 1/4• MAX. APPROVED SEALANT BEHIND FLANGE SHIM SPACE BEHIND FLANGE 1/4' MAX r SHIM SPACE NOTES: WOOD FRAMING METAL 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. OR 2X BUCK 1 1/4" MIN STRUCTURE NOT SHOWN FOR CLARITY BY OTHERS EMBEDMENT BY OTHERS 2 PERIMETER AND JOINT SEALANT BYOTHERS TOBE DESIGNED IN ACCORDANCE WITH ASTM E2112 3/ 4" MIN 1 I 1/ 2" MIN EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4' MAX. EMBEDMENT I r SHIM SPACE T— I RIGID FILLER 1MIN. EDGE DISTANC INTERIOR 1 1/4" MAX. SHIM SPACE RIGID FILLER 3/4' MIN. INTERIOR EDGE DISTANCE 010 WOOD # 10 SMS OR - SCREW SELF DRILLING SCREWS WOOD FRAMING z OR 2x BUCK EXTERIOR METAL EXTERIOR STRUCTURE BY OTHERSBACKERRODkBYOTHERSBACKERROD k APPROVED SEALANT APPROVED SEALANT BEHIND FLANGE BEHIND FLANGE JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION SIGNED: 1111512016 MI WIND DOORS, LLC R ILL 0///,' oWw. MARKETS 5 GRATZ. PA 17030 VGENSF9i1+ 0y61261 y= SERIES 185ALUMINUMFIXEDWINDOW*• 73" X 72" NON -IMPACT rf yDi• FLANGE INSTALLATION DETAILS WITH RIGID FILLERS; TAT E OF w ii'OFS;: cLOR%D" Z. DRAW owcNo. REV G OB u2E357 B 7S/QNA11Ok\\ Luis R. Lomas P.E. FL No.: 62514 SGLE DATE NTS 09/03/14 10 OF 12 L ROBERTO LOMAS RE 14J2WOODFORDRDLEWISVILLE.NC27029 494.66D• 0609 Abm wbbmsw Lom CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 BACKER ROD & APPROVED SEALANT BEHIND FLANGE EXTERIOR BACKER ROD & — APPROVED SEALANT BEHIND FLANGE OPTIONAL 1 X BUCK - SEE NOTE 3 — 7 SHEET 1 CONCRETE/MASONRY — BY OTHERS 2 1/2" MIN. EDGE DISTANCE 4. 1 1/4" MIN. EMBEDMENT r3/16- 4- MAX HIM SPACE RIGID FILLER TAPCON INTERIOR 3/16- TAPCON RIGID FILLER 1/4' MAX. r SHIM SPACE 1 1/4' MIN. a EMBEDMENT 2 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEMASONRY INSTALLATION 1 1/4- MIN EMBEDMENT CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 3/16" TAPCON REVISIONS REV DESCRIPTION DAIE I APPROVED A REVISED INSTALLATION DETAILS :d 06/01/15 R.L. B REVISED NAME AND ADDRESS 1 10/27/16 R.L. o 1/4- MAX. I SHIM SPACE RIGID FILLER INTERIOR 2 1/2" MIN. a EDGE DISTANCE EXTERIOR BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL CONCRETEMASONRY INSTALLATION NOTES, 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FLANGE INSTALLATION DETAILS WITH RIGID FILLERS DRAWN DWG No I RD J.L. 1 08-02357 B wuE NTS DA" 09/03/14 1 s"EO I I OF 12 L. ROBERTO LOMAS P E 1432 WOODFORD RD LEWISVILLE• NC 27023 434.6m.0mg /41nuss trlRmaspP N SIGNED: 1111512016 1R i I` lo i i GENSF .4P DTTAttT t OF i i<`• ZORIOP • Luis R. Lomas P.E. FL No.: 62514 APPROVED SEALANT BEHIND FIN 1 1/4' MIN. EMBEDMENT 6 WOOD WOOD ERAAMING BY OTHERS MIN 1 /a" MAX. SHIM SPACE WOOD FRAMING 1/4" MAX 3/8' MIN — BY OTHERS SHIM SPACE EDGE DISTANCE 6 WOOD INTERIORSCREW INTERIOR EXTERIOR 1/4" MAX I r SHIM SPACE 3/8" MIN EDGE DISTANCE fJ6 WOOD WOOD SCREW MING APPROVED 1 1/4' MIN. BYAOTOTHERS SEALANT EMBEDMENT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4' MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN EXTERIOR 3/8" IN EDGE DISTANCE ' JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION RMSIDNS REV DESCRPMM M1E APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 R.L. NOTES' I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE MTN ASTM E2I I2 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FIN INSTALLATION DETAILS DRAWN-DWc No J. L. 08-02357 SCALE NTS I MIE 09/03/14 1 slap 12 OF 12 L. RODERIO LOWP.E. 0432 WOODFORD RD LEWISVILLE, NC 27023 434- 680-0E09 rDxnas@#tmas%vc= SIGNED: 1111512016 11/ 11 1 I IL 0/. STAT OF REv i0`•. e Luis R. Lomas P.E. FIL No.: 62514 Florida Building Code Online Page 1 of 3 SOS Home Log In I User Registration i Hot Tops ( submit Surcharge StatS & Facts ; Publications i FSC Stall acts site Map Units Search ; ApprovalUrUjProductUSER: Public User Product Approval Menu > Produtt or Aoolitabon Search > Application List > Application Detail FL # FL15353-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2S60 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from.a Florida Registered, Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas, PE the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL15353 R3 COI FLCOI.odf Standard AAMA 450 Method 1 Option D Year 2010 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH85 72gvdWIS... 2/1 /2018 Florida Building Code Online Page 2 of 3 Date Submitted 10/16/2017 Date Validated 10/23/2017 Date Pending FBC Approval 10/26/2017 Date Approved 12/12/2017 Summary of Products FL iF Model, Number or Name Description 15353.1 S764 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS353 R3 II 08-014488.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R3 AE 512072B.odf span: 104-1/4". Created by Independent Third Party: Yes 15353.2 5764 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS353 R3 If 08-01439B.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62S14 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: S2-1/8" x 84". Max mullion FL15353 R3 AE 5120638.odf span: 83" Created by Independent Third Party: Yes 15353.3 5765 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R3 I1 08-01449B.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R3 AE 512073B.odf span: 156-3/8" Created by Independent Third Party: Yes 15353.4 5765 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R3 II 08-014406.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R3 AE 512064B.odf span: 83". Created by independent Third Party: Yes 15353.5 CM-18514 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS353 R3 II 08-01442B.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: S2-1/8" x 84". Max mullion FLIS353 R3 AE 512066E odf length - 83". Created by Independent Third Party: Yes 153S3.6 CM-18520 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS353 R3 II 08-01451B.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size'- 52-1/8" x 84". Max mullion FL15353 R3 AE 512075B.Ddf span - 156-3/8" Created by Independent Third Party: Yes 15353.7 CM-18523 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R3 I1 08-014526 Ddf Approved for use outside HVHZ: Yes... Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - S2-1/8" x 84". Max mullion FL15353 R3 AE 512076B.odf span - 104-1/4". Created by Independent Third Party: Yes 15353.8 CM-18531 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS353 R3 tI 08-01443B.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQ"DgtH8572gvdWI S... 2/ 1 /2018 Florida Building Code Online Page 3 of 3 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R3 AE 5120678.odf span - 83" Created by Independent Third Party: Yes 15353.9 CM-18S32 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R3 If 08-01453B.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion FLIS353 R3 AE 512077B.odf span - 156-3/8" Created by independent Third Party: Yes 153S3.10 CM-18533 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ:-No FL1S353 R3 II 08-01444B.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62S14 Impact Resistant: Yes Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R3 AE 512068B.odf span: 83" Created by Independent Third Party: Yes 15353.11 CM-18534 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS353 R3 II 08-014548.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: S2-1/8" x 84". Max mullion FL15353 R3 AE 512078B.odf span: 156-3/8". Created by Independent Third Party: Yes Badt Next 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 mail to this enilty. Instead, contact the office by phone or by traditional mall. If you have any questions, please Contact 850.487.1395. "Pursuant to Section 455.27S(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 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: Cri?c4 Caird, ^ Safe, https://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgtH85 72gvdWIS... 2/ 1 /2018 NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND DOORS. INC. 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS 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 ANO MULLION 15 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 = WI + W2 2 REVISIONS REV OESCRIPRON 041E I APPROWO A REVISED INSTALLATION DETAILS 06/10/15 R.L. 8 REVISED ANCHORING NOTES & INSTL OEf. 06/07/17 R.L. ANCHORING NOTES- 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE # 10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 1/4" ELCO ULTRCON TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 3) FOR ANCHORING INTO METAL USE A 10 SMS OR SELF DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 4) ALL FASTENERS TO BE CORROSION RESISTANT. 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 8. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE —STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063—T5 FU=3OKSI .062" THICK MINIMUM. 6) FOR ATTACHING WINDOW UNITS TO MULLION USE #10 SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE SCREWS 6" FROM EACH MULLION ENO AND 12" MAX. O.C. THEREAFTER. STAGGER SCREWS AT EACH WINDOW TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 CONFIGURATIONS AND DP CHART 3 INSTALLATION DETAILS 4 COMPONENTS MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 — VERTICAL MULLION 83" MULLION SPAN GENERAL NOTES ORAWN: OWO NO. V.L. 1 08-01439 sc-'LE NTS I 1141E O 1 / I 1 / 12 1SIRE' I OF 4 L. ROBERrO LOADS P.E 1432 WOOOFORO RO LEWISVILLE. NC 27023 434 ms.o509 dwMU@bww MOwn SIGNED: 1011312017 J S L!IL/O f// TIAT 5EOF Luis R. Lomas P.E. FL No.: 62514 107 3/8" COMBINED WIDTH W1-irW2- 3"8 1 1 FRAME HEIGHT WINDOW WINDOW MULLION SPAN) 1 107 3/8- COMBINED WIDTH W1 -Ir W2 83" WINDOWHEIGHTHFRAMEMULLIONSPAN) 107 3/8" COMBINED WIDTH 11 W2 83" 1 1 WINDOW FRAME HEIGHT WINDO14 I WINDOYI1. MULLION SPAN) 1 1 f wl 1--W2- 107 3/8- COMBINED WIDTH Design pressure rating s Mullion span (in) Tributarywidth )In) 10. 13 25.50 36.00 42.00 4&00 52.13 25. 00 120.0 120.0 120.0 1200 120.0 120.0 3T 38 120 0 1200 120 0 1200 120.0 1200 49. 63 120.0 9&3 812 76.9 75.2 75.1 62, 00 710 52.2 397 359 33.4 32.3 65. 63 59.6 43.7 33.0 296 27.4 263 72. 00 449 32.7 24.4 218 199 19.0 84. 00 1 28.1 1 20.3 1 - I - LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE 107 3/8" COMBINED WIDTH -[ FRAME ' WINDOW I.D. HEIGHT MULLION SPAN) 107 3/8" COMBINED WIDTH I IW2 W283, 1 1 WINDOW / FRAME HEIGHT WINDO MULLION SPAN) 1 f W I -- I F-- W2 107 3/ 8' COMBINED WIDTH REVISIONS I Rev I OESCRTIION I OA1E I APPROVED 1 A REVISED INSTALLATION OETAILS 06/10/15 R.L. I e REMSEOANCHORINGNOTES & INSTL DEF. 06/07/17 RL. F_ 107 3/ 8" COMBINED WIDTH WI W2 BY 1 1 WINDOW FRAME HEIGHT WINDOW MULLION SPAN) W 1 -- 1 I- i 107 3/8- COMBINED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 "'AS SHOWN HEREIN Desicin Pressure radn s with rebar Mullion span fin) butary width 10.17 F25.50 36.00 42.00 in 48. 00 52.13 25.00 1200 120.0 1200 120.0 120 0 120.0 37.38 1200 120.0 120.0 120.0 1200 120.0 49.63 1200 98.3 81.2 76.9 752 75.1 62.00 95.2 70.0 53.3 48.1 44.8 43.4 65.63 600 586 442 39.7 36.7 553 72,00 603 439 32.8 292 26.7 25.5 84.00 37.7 27.3 1 20.1 17.7 160 15.1 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN APPROVED CONFIGURATIONS AND RATING CHARTS V.L. 08-01439 SME NTS I OAIE O 1/ 1 1/ 12 I ter* 2 OF 4 L. ROBERTO LOADS P E. 1432 WOOOFORO RO LEWISVILLE, NC 27023 434-680- 0609 dbnu0*bM0wCom SIGNED: 1011312017 0 , STATE OF ` Luis R. Lomas P.E. FL No.: 62514 r r---- i I 1 I 1 I 1 I 1I I 1 1" MIN EDGE DISTANCE MASONRY/CONCRETE BY OTHERS 4" MIN. EMBEDMENT I 1/4" ELCO ULTRACON TAPCON SECT5796 CLIP OPTIONAL REBAR SECT5764 MULLION MT000022 CLIP 10 WOOD SCREW 18 MIN. EMBEDMENT WOOD FRAMING/ 1/2" MIN. 2X BUCK — EDGE BY OTHERS DISTANCE VERTICAL CROSS SECTION MASONRY/CONCRETE AND WOOD FRAMING INSTALLATION NOTE: CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMINP SUBSTRATE. r i i REVISIONS OESCRIPIION WE I APPROVED REVISED INSTALLATION OETAILS 06/10/15 R.L REVISED ANCHORING NOTES h INSTL OET. 06/07/17 R.L. MT000022 CUP 110 SMS OR SELF DRILLING SCREW METAL 1/2" MIN L STRUCTURE EDGE BY OTHERS DISTANCE VERTICAL CROSS SECTION METAL INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 5764 — VERTICAL MULLION 83" MULLION SPAN INSTALLATION DETAILS DRAWN ONC Np V.L. 08-01439 STALE NTS JDATE 01 / 1 1 / 12 1 SHEET 3 OF 4 L. ROBERTO LOAIAS P E. 1432 WOOOFORO RO LEWISVR.LE, NC 27023 234.688.0609 NmustlDkbwsp*w. SIGNED: 1011312017 1R!IL q. v, • *\G E NSA v(T' S 1T'AcTr Fc -Q i41/s,OryA j1\\ Luis R. Lomas P.E. FL No.: 62514 2.140" —II 1.125" SECT5764 MULLION ALUMINUM 6005-T5.125' THICK I -- 0.688' 1 531" RF-16 REBAR 16 GA (062) GALVANIZED STEEL NOTES: 1. CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE 2. FOR WOOD do METAL INSTALLATION USE ALL FOUR ANCHOR LOCATIONS. 3. FOR CONCRETE INSTALLATION USE 2 ANCHOR LOCATIONS ONLY WITH 3 1/4" SEPARATION BETWEEN ANCHORS. 3.261" — 1.375" 0.625' rl [ L 3 250" 0.843" I 4.000" O MT000022 CLIP 16GA (.06" GALVANIZED STEEL SEE NOTE 2 6 J. THIS SHEET. 3.750" 2 189" -- 1.0)0' 0.375" 0.843" I 1.562' 2x oO.210' 1.562' SECT5796 CLIP FOR WOOD FRAMING INSTALLATION ALUMINUM 6063-T5.125' THICK REVISOM DESCRIPTION WTE APPROVEO REVISED INSTALLATION DETAILS 06/10/15 R.L. REVISED ANCHORING NOTES h INSTIL OET 06/07/17 R.I. 3.750" 1.000" j— 0.375" 0 422" 2.032" L 0.843" I 2.675" SECT5796 CLIP \- 2x 00 210" FOR CONCRETE INSTALLATION ALUMINUM 6063-T5.125' THICK MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 5764 — VERTICAL MULLION 83" MULLION SPAN COMPONENTS DRAWN. On NO. V.L. 08-01439 SCALE NTS JDAIE 01 / 1 1 / 12 1 sNEL'T 4 OF 4 L. RMERTO LOANS P E. 14M WOOOFORD RD LEWISVILLE. ARC 27023 434.6W 0509 dWnA;@*&V Wv C" SIGNED: 1011312017 0 GENSt;gd' k I IJ0, 6125511 • it ST/,AtTiTE OPty 0. Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online Page 1 of') BUS Home Log In user Registration i Hot Topics Submit Surcharge Stats & Facts ; Publications FSC Staff SCIS Site Map Links Search a rydb o Product ApprovalAUSER: Public User r Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail FL tt FL13223-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 0 Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Vie)o, 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. zh u @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 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida license PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration -Date 12/31/2020 Validated By John Southard, P.E. E/ Validation Checklist - Hardcopy Received Certificate of Independence 17 t 3223 R4 COI RIO - Certificate of Independence.odf Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13223 R4 Eauiv RI0-2692B-17 ASTM C1186 eauivalencv odf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FC... 2/6/2018 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 08/09/2017 08/2S/2017 08/28/2017 10/10/2017 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 R4 II cemoanel-installation.r)df Approved for use outside HVHZ: Yes FL13223 R4 11 NOA 17-0406.06.odf Impact Resistant: Yes FL13223 R4 11 RIO 2689-17 Panel to Furrino.odf Design Pressure: N/A FL13223 R4 II RIO-2686-17 Panel Wood Metal Frame.odf Verified By: Ronald 1. Ogawa 24121Other: For use Inside a HVHZ install in accordance with NOA 17-0406.06 Created by Independent Third Party: No Evaluation Reports FL13223 R4 AE NOA 17-0406.06.odf FL13223 R4 AE Rio 2689-17 Panel to Furrino.odf FL13223 R4 AE RIO-2686-17 Panel Wood Metal Frame.odf Created by Independent Third Party: Yes 13223.2 HardiePanel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 R4 11 HardiePanel-Installation.odf Approved for use outside HVHZ: Yes FL13223 R4 II NOA 17-0406.06.odf Impact Resistant: Yes FL13223 R4 11 RIO 2689-17 Panel to Furnno.Ddf Design Pressure: N/A FL13223 R4 11 RIO-2686-17 Panel Wood Metal Frame.Ddf Verified By: Ronald I. Ogawa 24121Other: For use Inside a HVHZ install in accordance with NOA 17-0406.06 Created by Independent Third Party: No Evaluation Reports FL13223 R4 AE NOA 17-0406.06.odf FL13223 R4 AE Rio 2689-17 Panel to Furnno.odf FL13223 R4 AE RIO-2686-17 Panel Wood Metal Frame.adf 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 R4 Il NOA 17-0406.06.odf Approved for use outside HVHZ: Yes FL13223 R4 I1 Prevail-Panel-Installation.odf Impact Resistant: N/A FL13223 R4 If RIO 2689-17 Panel to Furrino.odf Design Pressure: N/A FL13223 R4 11 RIO-2686-17 Panel Wood Metal Frame.Ddf Verified By: Ronald 1. Ogawa 24121Other: For use inside a HVHZ install in accordance with NOA 17-0406.06 Created by Independent Third Party: No Evaluation Reports FL13223 R4 AE NOA 17-0406.06.odf FL13223 R4 AE RIO 2689-17 Panel to Furrino.odf FL13223 R4 AE RIO.2686-17 Panel Wood Metal Frame.Ddf Created by Independent Third Party: Yes Badc next Contact Us :: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone' 850-487.1824 The State of Florida is an WEED employer. Coovrloht 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 mail If you have any questions, please contact 850 487.1395. 'Pursuant to Section 4S5.275(1), Flonda Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The !Tads 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 4SS, F.S., please dick nere . Product Approval Accepts: F4 O c RA Q http://www.floridabuilding.org/pr/pr_app_dtl.aspa?param=wGEVXQ A tDgvRk6bsvZ66FC... 2/6/2018 Florida Building Code Online Page 3 of 3 C.ed Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?pararn=A,GEVXQwtDgvRk6bsvZ66FC... 2/6/2018 Florida Product Approval HardiePanel® Siding For use inside HVHZ: o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17- 0406.06. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2686-17 or RIO-2689-17. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. 0 Hardie Panel'" JamesHardie Vertical Siding EFFECTIVE SEPTEMBER 2013 IM INSTALLATION REQUIREMENTS RESIDENTIAL SINGLE FAMILY ONLY - PRIMED & COLORPLUS° PRODUCTS Vsit 1w.%dameshaidie.M., for the most recent version. SMOOTH at CEDARMILLO • SELECT SIERRA 8 • STUCCO IMPORTANT FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPLICATION INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THAT YOU ARE USING THE CORRECT HARDIEZONE INSTRUCTIONS. INSTALLATION OF HZ10TM PRODUCTS OUTSIDE AN HZ103 LOCATION WILL VOID YOUR WARRANTY, TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 STORAGE & HANDLING: Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and corners from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. CUTTING INSTR OJMOORS INDOORS i. Posdon arcing station so that wind %,11 bloww dust away from user 1. Cut only using scare and snap, or shears (manual, electric or pneumatic). and others in walking area 2. Position cutting station in well -ventilated area 2. Use one of the fdbwhg methods: a. Best: i Saxe and snap li. Shears (manual, electic or pneumatic) - NEVER use a power saw indoors b. Batter: i. Dust reducing circular saw equipped with a - NEVER use a circular saw blade that does not carry the HardieBlade saw blade trademark HardheWdle saw blade and HEPA vacuum exaactlon NEVER dry sweep - Use wet suppression or HEPA Vacuum c. Good: i. Oust reducing circular saw with a Hardie9lade saw blade only use for low to moderate cutting) Important Note: For maximum protection (lowest respirable dust production), James Hardie recommends always using -Best"-Ievel wag methods whare feasible. NOSH -approved respirators can be used in conjunction with above cutting practices to turtle reduce dust exposures AddrborW exposue information iS avadable at wwmtjameshardie corn to help you determine the most appoprate cutting method for your job iequireme ts. lt concert stilt exacts about exposure levels or you do not comply with Vie above practices, you should always consult a qualified industrial hygienist or contact James Hardie for further information, aw.06 GENERAL REQUIREMENTS: These instiuetlons to be used for residential single family installations only. For Commercial / Mum -Family installation requirements go to Www.JamesHardieCommerciat.com HardiePane!9 vertical siding can be installed over braced wood or steel studs spaced a maximum of 24" D.C. See generral fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. James Hardie recommends installing HardiePanel on a capillary break (rainscreerlriurring) 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 in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWrapm Weather Barrier, a non -woven non -perforated housewrapl, which complies with building code requirements. When installing James Hardie products all clearance details in figs. 5,6,7,8,9,10&11 must be followed. Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10'. Do not install James Hardie products, such that they may remain in contact with standing water. HardiePanel vertical siding may be installed on vertical wall applications only. DO NOT use HardiePanel vertical siding in Fascia or Trim applications. Some application are not suitable for ColorPlus. Refer to ColorPlus section page 3. DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie'e Products. For larger projects, including commercial and mufti -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 2" away from corners. Do not nail into corners. joints may also be covered with battens, PVC or metal jointers or caulked (Not applicable to 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 3 HardiePanel vertical siding must be joined on stud. water -resistive barrier water-resiseve barrier Double stud may be required to maintain minimum edge , stud tvater-resistive water-resistNe nailing distances. 2 x 4 stud barrier harper stir =- .— upper panel i .—upper panel F19Ufe 1 Do not 1/4" gap Do not 1/4" gap water -resistive Caulk Caulk battier sheathing HardiePanel Batten Joint "H" Joint 2-flashing f `'2-fasfhingf vertical siding water -resistive bme decorattve band hoard keep nails ft 4 stud .—lo ver lower3/8- min. panel • — panel frompael I t ges plate 4 ° Figure 4 3/8' leave appropriate gap between Recommendation: V.1a panels, then caulk' installing Sierra 8, provloe / Caulk Joint a double stud at panel moderate contact Mot applicable to iglorPlus• Finish) joints to avoid nailing keep fasteners 2' •Apply caulk in accordance with caulk through grooves. away from comers manufacturer's written application instructions. i For additional information on HardieWrapT"I Weather Barrier, consult James Hardie at 1-866-4Hardie or www.hardhewrap.com WARNING: AVOID BREATHING SILICA DUST James Hardie* products cwWn respirable crystalline silica, which is known to the State of California to cause cancer and is considered by IARC and NOSH to tie a cause of cancer from some occupational sources. 8:aa8hing excessive amounts of respirable Shea dust can also cause a disabling and potentially fatal lung disease caned sikcdsls, and has been Imked with other diseases. Some studies suggest smoking may Increase tneae rlsks. During installation or handling (1) work In outdoor areas with ample ventnatirin; (2) use fiber camera shears for cutting or, wriere not feasible. use a Hardie8lade• saw blaae and dust•(educing orcular saw attached to a HEPA vacuum; M warn others m the immediate area, (4) wear a prooedy-titteo. NIOSH-approves dust ^cask or respirator (e p. N-95) in accorcance vain applicable government regulations and mamnacturer instructions to funher limit respirable silica exposures. During dean -up, use HEPA vacuums or wet deanur. mMmds - never dry sweep For further information, refer to our installation instructions acid Material Safety Data SAW available at www.lamwmrdie.com or ty callmg t-800.9HARtx: (1-800.942.7343). FAILURE TO ADHERE TOM wARMNGS, MSDS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SERIOUS PERSONAL INJURY OR DEATH 213011 Hb12Jb-I'1fJ 1/1J ARM 1-0. 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 and decking material. surfaces, flashing and counterflashing shall be installed per the roofing clearance between the bottom of James requirements for clearance betweenq James Hardie® manufacturer's instructions. Provide a 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 gao. Figure 5 stud iebon Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 9 siding FZ7 gutter and end cep Figure 6 Iliil' k'Llhl l'rt;tn 11 2. i Do not bridge floors with HardiePanel• siding. Horizontal joints should always be created between floors (fig.10). Water. Resistive ; Barrier Figure 10 rfh,tZ1 Honantal Sheatning faseua HardiePanei • BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 w, or larger such as dryer vents should have a block of trim around point of penetration. Refer to fig. 3 on page 1. KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a ff8"""' roof intersects a sidewall. 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 1000 - 1100 to maximize water deflection Figure ll J! II ( sr e ny /< 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 it 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 Aver -drive nail heads or drive nails at an angle. If nail is countersunk, fill nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (for steel framing, remove and replace nail). NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB orplywood should only be used when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush 57 *IQ Countersunk, fill & add nail Figure A v Figure B do not under drive nails oo NOTSTAPLE j um 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). HS 1236 - 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, oil/alkyd 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 ColorPlus products. recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. COLORPLUS° TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie® ColorPlusO 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 ColorPlusg Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePanel® siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus° product dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. The following outlines the recommended applications for ColorPlus and Primed panels. Not all designs will be suitable for every application: Exposed fasteners or battens is the recommended application for ColorPlus panel products Do not use touch-up over fastener heads for smooth ColorPlus products - primed panel recommended For ColorPlus panel applications that require fasteners in the field, it is acceptable to use touch-up over fasteners for Cedarmill and Stucco panel only, but correct touch-up application is important. Some colors may show touch-up when applied over fasteners. Trim, is recommended to cover joints when appropriate. PAINTING JAMES HARDIE° SIDING AND TRIM PRODUCTS WITH COLORPLUS° TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature FIECOGIImON: In accordance with IMES E4ua'tion Report ESR- i o44, HardiePanel® vertical sitting is recognized as a suitable alternate to that spec -Thad in. the 2006 2309, & 2012 International Residential Code for One -and 7% -Famfy Dwellings and the 2006, 2009, 8 20121ntematlonal Budding code. HardiePanel vertical siding is also recognized fa application in the folWwrng. City of Los Angeles Nesearch Report No. 24862, State at Ronda lisdng FLN889, Dade County, Florida NOA No. 02-0729.02, u S Dept of HUD Materials Release 1263c, Teeas Department of Insurance Product Evaluation EC-23, Gty of New York MEA 223-93-M, and Calilornla OSA PA-019 These documents should also be consulted for additional Information concerning the subabdity of this product for spec applications. 2013 James Hardie Building Products. All rights reserved. TM, SM, and ® denote trademarks or registered trademarks of Additional Installation Information, James HardieTechnology Limited Q is a registered Warranties, and Warnings are available at Jame$Hardie trademark of James Hardie Technology Limited. www.jameshardie.com HS1236 - P3/3 6/13 Fe) w t MIAMI DADE COUNTY , dc A=WfrM ACCREDITEDLABORATORY July 30, 2017 PEngsheng Zhu, P.E. Product Compliance Engineer James Hardie Building Products. 10901 Elm Ave.. Fontana, CA 92337 Re: NOA-17-0406.06 Relative to FBC 2017 Project RIO-2679AA-1.7 Dear*Pingsheng:' After'review of the 2017 FBC, it is my opinion that the current NOA-17-0406.06 is in compliance with the 2017 Florida Building Code. Referenced Standards in the 2017 FBC; 1. Wood: AWC NDS-2015 & SDPWS-2015 2. Structural Loads: ASCE/SEI-7-10 3. Concrete: ACE-318-14 4: Masonry: TMS402-2016/AC1530-13/ASCE-5-13 5. Structural Steel: AISC 360-10 (Including manual of steel construction 2010 (14tl"eddion)) 6. Cold -formed Steel: AISI 100.12 7. Aluminum: ADM-1-2015 In addition, 1 am making the following Statement of Independence as requested: 1. Ronald Ogawa. does not have nor doei it intend to acquire or will it acquire any financial interest in any company manufacturing or distributing products for which evaluations are issued. 2. Ronald Ogawa is not owned, operated or controlled by any company manufacturing or distributing products it evaluates or inspect. 3. Ronald Ogaws Inc does not have, nor will it aoquire a financial interest in any company manufacturing or distributing products for which reports are being issued.. 4. Ronald Ogawa does not have, nor will it acquire a financial interest in any other entity involved in the approval process of the producL Should you have anyquestions on anything, please contact me. Sincerely, M, Ronald I. Ogawa, P.E. ( f RI Ogawa & Associates, Inc. IAS Laboratory Approval, TL 360 IAS Quality Control Agency, AA-705 CRRC Approved Testing Laboratory for Solar Reflectance and Emissivity State of Florida Approved Validator and Third Party Quality Control Agency 714) 292-2602 ron anrioga%va.com CC: Roger Ogawa - RI Ogawa & Associates, Inc.. - Karen Ogawa — RI Ogawa & Associates, Inc.' 1' pGAN 41 OF v FLOR Q to9S10NA- F'rt°} Lab Address: 1985 Sampson Avenue. Corona. CA 92879 • Phone (714) 321-4939 • Fax (714) 908-1815 • E-mail: rooen5riaaawa com Mailing Address: 16835 Algonquin St. 9L"3. Huntington Beach. CA 92649 • Phone (702) 491-3710 • Fax (714) 908-1815 . E-mail: debbv.'%rfooaiva.czrrn Engineering 9 Duality Control .'Product Development • Inspections • Code Consulting • Expert Witness a Testing COUNTY MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION 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 rules 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. P1N'L, PLK S SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlanl:, 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 renewal 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. 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 renews NOA # 15-0122.04 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. 17-0406.06 Expiration Date: May 1, 2022 Approval Date: May 4, 2017 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 underNOA # 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 "Submitted under NOA # 15-0122.04" 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. 04' rV/Vil Carlos M. Utrera, P.E. Product Control Examiner NOA No. 17-0406.06 Expiration Date: May 1, 2022 Approval Date: May 4, 2017 E- 1 WALL LENGT Stud Spacing at 1ti O.C. 13-4 1 1 1 WALl- I j,:,II.Ci 0 PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 CAI llt7r i B—J I Nailsat16" O.C.I( typ.) 3/ 8" Minimum Edge Distance Expiration te05/A14A01/1022By Sheathing fastener, as described in Mlaml- Da a Product Control `.— Note 1 Panel fastener, as described in Note 2 to Now NDI HardiePanel, Cempanel, 7 Prevail Panel Siding I& F,6! C911011"d f;'Fter- resistive barrier per rida Building Code Section 1404. 2 N 5/ 8" thick / 5 ply APA rated plywood sheathing fastened in accordance with Florida Bullding 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 6J8" thldc 16 ply APA rated plywood sheatlung in r-1accodancewith Florida BuildingBug Code Section 23223 Water - resistive barrier per Florida Building Code Secton 1404.2 2' X 4" S-P-F Wood Studs P& ODUC7kE_SCIttPTL0N1 HardiePanel®, Cempanel®, & Prevail® Panel Siding materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade 11, Type A and meeting the requirements ofthe Florida Building Code. PANEL DIMERSJQ IS Width Length Thickness 4' 8,9,10' 5/18" pESLGN PREASU&EBAAMNO, Installation Design Pressure Wood Studs - 76 pst t Hardiepanel, Impact Resistant — SE SI0 1 B-B Cempanel, Planks installed over 5!B" thick / 5 ply Prevail Panel APA rated plywood sheathing Siding iAf D1EP t C MP NEL, PRNAIL P1NI LASID1NG 1NSTAL.l1A!O-R. ETAtl4.ri. Allinstallation shell be done In conformance with this Notice of Acceptance, the manufaoturer'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 11 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to the studs In accordance v4th Florida Building Code Section 2322.3. The siding panels shall be installed over 5/8' thick /5 ply APA rated plywood sheathing supportec by a minimum of 2'X T' S-P-F wood studs spaced a maximum of 16" O.C. Note 2] The siding panel fastener shall be a 2" long, 0.W' 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 3/8" and a minimum clearance of 2" from comers. HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Phone:909- 356-6300 bid= I - Fax 909-427-0634 A PNL PLK-SOFF Creator: E. Gonzales SCALE 1/2, =1'-0° Date. 4124/2013 sinner 1 OF 12 REV Fastener Spacing per Florida 16.00in. Cladding Building Code Section 2322.3 I. FramingI I I•I Taft cc S.mI&D • ' Fastener Spacing per Florida Sheathing m a woyi witb the•Flc" Building Code Section 2322.3 Bg Wie Cone Aasp11re No I • 1'lodurlCoatrd I I llll,//// / , ire+ PRODUCT R•vISE PRODUCT RENEWED I • I ,,',li nteonvb'n8V/ft the Florift as complying with the Florida o /? f/d7 Building Code N• NOA-No. 17-0406.06 Expiration e06/01/2022 ( r off STA bciaoti prodnetCDolfeit By ' I • I = .C'''• Fto Miami- a duct Control • I - F+ " l iSJONAI. ERA.MING NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE WITH COMMON NAILS (2 PER TOP AND NOT PART OF TFIIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) CONNECTION) BOTTOM C THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATBM NOMINAL 518" THICK / 5 PLY APA RATED PLYWOOD HARDIEPANEL, CEMPANEL, PREVAIL PANEL SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA INSTALLATION DETAILS WOOD STUD CONSTRUCTION BUILDNG CODE SECTION 2322.3 CLADDING James Hardie Building Products, Inc. THE PANEL IS FASTENED WITH 2• LONG, 0.223" HEAD 10901 Elm Avenue DIAMETER, 0.092" SHANK DIAMETER, CORROSION Fontana, CA 92337RESISTANTSIDINGNAILS, PLACE NAILS 6" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Phone: 90935"300 SIZE FSCM No DM NO Fax 909-427-0634 A PNL-PLK-SOFFI Creator E. Gonzales SOALE V = T-0" Dale: 4/24/2013 sHEEr 2 OF 12 1 WALL HEIGHT No WALL LENGTH Stud Spacing at 16" O.C. j I I P LOLAkr REVL4 o,omplrinE with . rtnride r N.v7 jI.! t I.I OG C , firNo li Nolit STATE o ... NA AEIAIJ,A rbe Fklrida B - 3/8" Minimum Edge Distance Nails at 6 O.C. (yp.) Sheathing fastener, as described in Note 1. Panel fastener, as described In Note 2 HardiePanel® Siding i . Water -resistive barrier per Florida Building Code Section 1404.2 N, r 5/8" thick / 5 ply APA rated PRODUCT RENEWED plywood sheathing fastened as complying with the Florida to metal studs as described Building Code NOA-No. 17-0406.06 in Note 1. Expiration D eOS/01/2022 20ga, 3-5/8" X 1.$/8" Metal C-stud phor The wall and soffit frames are to be designed By by the Architect or Engineer of Record in Miami a e Product Control compliance with the Florida Building Code. MQt1L CT DISC-RaTL0-U SEE HardiePanel®, Cempanel®, & Prevail® DETAIL A Panel Siding materials are nonasbestos 5/8" thick / 5 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 o the Florida Building Code. in Note 1 Pg„t,.ot[VIt N LoNs 1 Florida dth Length ThicknessWidth barrier per Building Code 4' 8,9,10' 5116" Section 1404.2 PEE LG-N"-k5 111&E RATJJ9-G. 44 'k Installation Design Pressure ll 209a. 35/8" X 1-&8" Metal Studs -104 psi Metal Cstud tr rtrrr/ i HardlePanel, Impact Reslstant- S C_T1o1 L1 Ceanel, mp Panel installed over 5/8" thick / 5 ply Prevail Panel APA rated plywood sheathing Siding liAPDtJ- ALyCEMP&Na ELZ,EVM1 PAJ9IEL-SIDINLG NSMLLMLO 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. 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 B"oc at panel edges and all Intermediate supports using a No.8-18, 0.315" head diameter x 1-114' 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 3 /8" 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 1-618" 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, CEMPANEI., PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION No James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 PNL- PLK-SOFF Creator. E. Gonzales IscAts' 12" Q f'-0" I Date: 4/24/2013 (SHEET 3 OF 12 6.00in. I Is—o oin. • I I I I' I I•I I I II II• I,I PRODUCT RENEWED as complying with the Florida IBuildingCode NOA-No. 17-0406.06 I' Expiratix05/0112022e6.00in. ay +- roduct Control a complying wills the Fb idn pheidmg Cnde Acmptw= No 13y Mi Produa Conbvt II I' I II I• I 6. 00in. I I I. II II I• I I rtzavucr REVISED o amViying wild dw Flbr b men C06rtoo , FBAMII- G NOMINAL 20 GAUGE 3-5/$" 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 FhAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SF EAT11)1G NOMINAL 516' THICK/ 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A N0. 8-18, 0.315' HEAD DIAMETER X 1-114" LONG BUGLE HEAD SCREW CLADDING THEPANELIS FASTENED WITH NO.B-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 I li Sheathing II I• I II li I, I, I I.I I I i t still l1 OGA I • I I i . SAC i. i 0. STATE. OF DIAPHRAGMFOR METALANDWOODSTUDS, PROVISIONS FOR NOT AR OFTH S APPROVAL (MUST PROVIDE ALTERNA EPROVISONS FOR THRE THESE LOADS) I HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10g01 Elm Avenue to Fontana, CA 92337 hone: 909- 356-6300 SIZE fscm No OWO NO Fax 909- 127-0634 A PNL-PI K-SOFF Creator: E. Gonzales E 1' a 1'-0" Date: 4124/2013 SHEET 4 OF 12 RFV at WALL HEIGHT I it I1 ------ B.4- 3/4" Minimum Edge Distance LENGT ring with Ipe FkKM Code ._ll__ . Nails at 16" O.C. (typ.) SEE DETAIL A DESC•gIQ'[I_0 1. ZOgUC7dlePlanlc®, Cemplank®, & Prevall® Plank Lap Siding materials 15 APA are nonasbestos fiber -cement5l8" thick ply products tested in accordance withratedplywoodASTMC1186Gradeit, Type A and sheathing in meeting the requirements of theaccordancewithFloridaBuildingCode. Florida Building Code Section 2322.3 mEI-DJJ.A- SI-ON5 Water -resistive Width Length Thickness barrier per Florida %9-1/2" 12' 5/16, Building Coda Section 14042 QULCN MSSURF_RATt,NQ s" x 4• S-P-F Installatlon Design Pressure Wood Studs Wood Studs -92 psi Lap Siding Impact Resistant — Planks installed over 518" thick / 5 ply 1-114' jail x 5116" APA rated plywood sheathing thick slartei strip QF7AIL A Sheathing fastener, as ygE2D1J pLQ 11<CEIi((PIAh1 PFREV}I kLA SiDING,NS^ALLAT OSLDJ A 1 . this Notice of Acceptance, the manufacturer's described in Note i r"-`` All Installation sha{I be done in conformance with Installation recommendations, and the applicable sections of the Florida Building Code. i- Wood studs where HardiePlank, Cemplank, Prevail Lap Siding will be Installed shall be designed by an F gineer or Architect per the Florida Building Coda and the requirements of this N.O.A. be attached to the studs in accordanceNote1] 5/8"thick / 5 ply APA rated plywood sheathing shall Siding fastener, as with Florida Building Code Section 2322.3. from the bottom course of the wall with 1-1/4" widedescribedinNote2 PR m 1 Planks shall be applied horizontally commencing laps at the top of the plank such that the exposure area of each plank Is:5 8-1/4" vertically. Pi r r„irb r .F cos. , HardiePlank, Note 2] The siding fastener shall be a 2-1/2" long, 0.223" head diameter, 0.09?_"shank diameter, fastened:5 8-1/4" O.C. vertically and 18" O.C. horizontally: No 5 Cemplank, Prevail corrosion -resistant siding nail; The siding isfastenersaredrivenintowoodstudsthrough 5/8" thick 15 ply APA rated plywood sheathing, fasteners Lap Siding are placed In the overlapping area approximately 3/4' from the bottom edge of the overlapping plank rti.rto reesd 1 r Vertical Joints shall be placed over studs. The planks shall be Installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by aWafer -resistive barrier of 2"X4" S-P-F wood studs spaced a maximum of 16 O.C. per Florida Building minimum Fasteners shall have a minimum edge distance of 30. Code Section 1404.2. HARDiEPLANK, CEMPLANK, PREVAIL LAP SIDING 518" thick / 5 ply APA rated INSTALLATION DETAILS WOOD STUD CONSTRUCTION plywood sheathing fastened PRODUCT RENEWED ' .in accordance with Florida James Hardie Building Products, Inc. as complying with the Florida Building Code Section 10901 Elm Avenue Building Code 2322.3 NOA-No. 17-0406.06 Fontana, CA 92337 Expiration 1105101112022 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed phone: 909.35&W00 size FSCM No MG No RE Fax 009-427 0063 AA PNL-PLK-SOFF i By by the Architect or Engineer of Record in Miami i a Product Control comoliance with the Florida Building Code. Creator. E. Gonzales sc,ALE 1/2" 1'-0" Dale: 4124@013 SHEET 5 OP 12 Fastener Spacing per Florida Building Code Section 2322.3 16 in. OC Cladding I . I • Framing IFastenerSpacingFloridaper Sheathing PRODUCT RENEWED Building Code Section 2322.3 as complying with the Florida Building Code I r NOA-No. 17-0406.06 0.75in Expirailon D e05/01/2022 I Miami- a Product Control PRODUCT REYLSFD as mnoyi" web tibe nwi& I , w abt oe No 1 -0 ll. o % i i)c ..... I A uy Miwo; Pro& Can MODiJCi' REVISED • i , r ade -a 58.Zvin. b a with The F)Mi& IlSol2 i No. 121 `• ? r i .de Ptiodiwy atlrol 0 STATE OF 0`c' '' FR...LMIIJ • NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED FS'....... S+/ONAILSPERTOPAND1V4WITH3-1/2" 16d. COMMON (2 i BOTTOM CONNECTION) FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND"diYY/WOLOAD ARE THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE gj_ E4THIN_G. NOMINAL 518" THICK / 5 PLY APA RATED PLYWOOD SHEATHING'FASTENED IN ACCORDANCE WITH FLORIDA HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING BUILDING CODE SECTION 2322.3 INSTALLATION DETAILS WOOD STUD CONSTRUCTION CLAOQJJ( PLANKS.OVERLAP 1-1/4" James Hardie Building Products, Ind- THE EXPOSURE IS e-BAM" 10901 Elm Avenue THE PLANKS ARE FACE NAILED WITH 2-1/2' LONG, 0.223" Fontana, CA 92337HEADDIAMETER, 0.092" SHANK DIAMETER, CORROSION- RESISTANT SIDING NAILS, -PLACED 3/4- UP FROM THE Phone: 909-356-6300 we r""A No DHG NO REV BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION Fax 909427-0634 A PNL-PLK-SOFF 1 Creator. E. Gonzales SCAM 1" = 1'-0" Dale: 4/24/2013 I SHEET 6 OF 12 I Stud Spacing at 16" O.C. WALLLENGTH SEE P-RQDUCT DESCI IP1l&Q y. I DETAIL A HardiePlankO, •Cemplank®, and 5/ 8 "ick I thsply APA 1 Prevail® Plank Lap Siding materials rated ckd are nonasbestos fiber -cement r j- - i _-------.....r .._ ..-. , , _._.._ .- I ' I i Products tested In accordance with sheathing fastenedASTMC1186GradeII, Type A and to metal studs as r, meeting the requirements of the described inNote1FloridaBuilding C Hd w ubihotrlorido i i ckrt . a i Water -resistive Code. WALL ! _ barrier per Florida lQN HEIG )L9N DIMi S Si Building Code Width Length Thickness I.I i I.! i. I. Seellon 1404.2 5 9-1/2" 12' 5/16" de Prock$ t Cee l s4 :I.iI \ 20ga, 3-S/$" X 1-5/8" DES,LGN PRCSSUB R17 i i (.. C- stud Installation Design Pressure i lltl- \ OIAI HardiePlank, Metal Studs -92 psf j Cemplank, Prevail Lap Siding Impact Resistant- 314 Minimum Edge Distance Nails at 16 O.C. (typ.) '.IV AL i v B C L0 1-1/ 4' tall X 5/18" Planks Installed over 518" thick / 5 ply APA rated plywood sheathing thick startershipD "UAI_ L A _ hiARDIEPU NK CEMPU4NK eREVAi L_qP $I[)J G IN,9T 1 T1QN E i ILS 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. PrttUCt V1sFA ` described in Note 1 Metal studs where HardiePlank, Cemplank, Prevail Lap Siding will be installed shail be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA 11 r V*noV) re+6 itb Yu Flog& [Note 1] SW thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at 6'oe at panel A0°°w° DR S. 1 \ Siding fastener, as edges and all intermediate supports using a No.8.18. 0.316' head diameter x 1-1/4' long bugle head screw i 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 8-1/4' vertically. i ti? I [Note 2) The siding fastener shall be a minimum No, 8-18, 0,315" head diameter X 2-1/4' long" bugle head t LtNirri (' nKd i screw over metal studs rot screw shall have at least 3 full threads penetrating metal framing); The siding is WardiePiank, fastened.,5 8-1/4" O.C. vertically and 16" O.C. horizontally; fasteners are driven into metal studs through 6/8" Cemplank, thick ! 5 ply APA rated plywood sheathing,'fasteners are placed in the overlapping area approximately 314" Prevail L. ap Siding from the bottom edge of the overlapping plank. 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 barrier per Florida 20ga, Nominal 3-5/8" X 1-5/8" Metal Cstuds spaced a maximum of 16' O.C. Fasteners shall have a minimum edge distance of 3/8 . Building Code Section 1404. 2 MR HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING 5/8" thick / 5 ply APA rated INSTALLATION DETAILS METAL STUD CONSTRUCTION PRODUCT RENEWED plywood sheathing fastened toas complying withtheFloridametalstudsasdescribedinJamesHardieBuildingProducts, Inc. Building Code Note 1 10901 Elm Avenue NOA-No. 17-0406.06 Fontana, CA 92337 Expiration 06/ 01 /2022 20ga, 3v/8" X 1-5/6" Metal C-stud Phone: 909-356-6 00 size rscnt NO owo rio rtEv The wall and soffit frames are to be designed Fax 909-427-0634 A P14L-PLK SOFF 1 By by the Architect or Engineer of Record In Miami-Dfid16 Product Control compliance with the Florida Building Code. 'Creator. E. Gonzales seAt.e 1/2" 41'-0" Date: 4124/2013 sxe 7 OF 12 1 6.00in. 6.00in. PRODUCT RENEWED \ as complying with the Florida Building Code NOA-No. 17-0406.06 0.751n — - Ex (ration D te05/01/2022 By Miami-aMlarnl-Drafe Product Control ao compbr v wilh &C Florida de AmyNo •19 t• ac4rrod 58. 25in. FR/ M1 JG NOMINAL 20 GAUGE 3-5/8" 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 BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATi{ NG ' 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 CLADDING PLANKS OVERLAP 1-1/4' THE EXPOSURE IS S 8-114" it 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. 6EYISi: D • I oig lying with the Flwi& WC D" . Cladding Framing Sheathing I tt'IND. ID4121 t• i :fir; TATE OF y O Fs 0tvA%,'3 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 Sim Avenue Fontana, CA 92337 N tone: 909-356-8300 sirE FSCM No Dwc ND Fax 909.427-0634 A PNL-PLK-SOFF TICreator. E. Gonzales SCALE V a T-x Date: 4/24/2013 sheer 8 OF 12 1 r I i WALL 1 WALL LENGTH Stud Spacing at 16" O.C. e. I 3/8" Minimum 4CIA14A PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 *1 Expiration QpjeO5/01/2022 By i Nails at 4" O.C. Distance Soffit fastener, as described in Note 1 HardleSoffit, 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 tw ESMQ19 8=B_ tYp•)PRWUCr REVISED 1Yt Fla" Dorms C04t AMMOMW NO -0/ 1 t I mdutr PSI ODlmun—r=S CRIR71oN HardieSoffitm & CemsoffitO 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. SOFFIT_PIMENSION9 Width Length Thickness' N V 114, DESIGNLPRSSURE i-ATJ-N Installation Deslgn Pressure Wood Studs -70 psf ttotrrl.OGAGV,/i ' No. 4 21. o STATE OF dc-'••F OR10 • 1 rsSIO N A\ E- iARD1ES08fIT CEMSO_FFIJFAREL INS-TALjAJ)Qy.pETA1L5 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.O.A. The soffit shall be installed over minimum 2"X4" S-P-F wood studs spaced a maximum of 16" O.C. Notts 1] The soffit fastener shall be a 2" Idng, 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 corners. PRODUCrREVI,SM mMritie %Vbh me Fib" O'hi ng Cody Apcxptanft No 13-0 D pinlA- Die tty Product C V nj HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION SIZE 1 FSCM No James Handle Building Products, Inc, 10001 Elm Avenue Fontana, CA 92337 PNL-PLK-SOFF Creator. E. Gonzales ISCA LE 112" a 1'-U" I Date: 4124/2013 I SHED 9 OF 12 PRODUCT RENEWED as complying with the Florida . Building Code N OA-No. 17-0406.06 Expiration Da 05101 /2022 By 4.00ir1.l Miami-060Product Control PRtlbllCT ItEVISGD PRODUCT RlEv1 as ermoying wilt dw tlorids as compl)iAg with die Flwift 1 dtlddiI*CAode DtvldiagCodC `1s Expiration Drte . i tul7 Miami tti.altM Coorol Mmnf bade Product Ccmtol FRAMLN 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 CIrAD 1N 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 • Cladding Framing OGAlN s1 No. 121 STATE Of SS 0N ffi-;0TV G ( 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) b HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 0 10901 Elm Avenue Fontana, CA 92337 hone: 909-356-6300 SIZE FSCM NO DV4 NO Fax 909-427-0634 A PNL-PLK-SOFF Creator: E. Gonzales SLUE 10= 1 m- Date: 4/24/2013 6HEEr 10 OF 12 REV 1 WALL LENGTH Stud Spacing at 16" O.C. 3/6" Minimum AEINJ-ta PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 17-0406.06 Expiratton Da 06/01/2022 By Nails at 6" O.C. (tip. Distance Soffit fastener, as described in Note 1 HardieSoffit, Cemsoffit 20ga, 3-5/V 1-5/8" 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 Florida Building Code, SEE DETAIL A 20ga. 3-5/8" X 1-5/8" Metal C-stud HerdieSoffiL Cemsoftt EODUCT DESCRI 71Qt HardieSoMtO & CemsoffitO materials are nonasbestos fiber -cement products tested in acoordance with ASTM C1186 Grade 11, Type Aand meeting the requirements of the Florida Building Code. SOFFIT DIMENS-MA Width Length Thickness 4' 8' DE.S_IGN E t}_ESSURE 1bIGRA7 Installation Design Pressure Metal Studs-55nsf. SECTION BCE PRODUCTREW" PRoDUCr REVISED as eanplyia8 whb an Florida in a.v!0!'®6 w:t aK Buildi CodaF%d& N1 zago&% Code A.eptao . No 13.0-W /.Q . 0• i tl F rroti .U/i •``. 'U STA7 OF? Nl ByIarr et Comd M ede P odoet Control ` D'cf' - t7 I p • 'r+ ` NAL N kl&Rp(E_SOFFI CEMSOF_F_LT_PANLL INSTAL)_g710t DETA1_lti$ %.Arrrrtt All Installation shall be done in conformance with this Notice of Acceptan!tPt IKYQacturer•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.O.K The soffit shall be installed over minimum 20ga, Nominal 3-518" X 1-5/8" Metal C-studs spaced a maximum of IV' O.C. Mote 1) The soffit fastener shall be a minimum No. 8-18, 0.316' 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 IVO.C. Fasteners shall have a minimum edge distance of Ziffand a minimum clearance of 2" from comers. HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS METALSTUD CONSTRUCTION James Hardie Building Products, Inc. 0 10901 Elm Avenue Fontana, CA 92337 Phone: 909-366-6300 SIZE F=M NO I om No a6v Fax 909-127-0634 A PNL-PLK•SOFF 1 Creator. E.•Gonzales SCALE' 12"=11-W Date:4/24/2013 19HEFT 11 OF 12 Cladding 6.001n. PRODUCt REWSED PRODUCT RENEWED •MCC0Wtyij1f'Vf"d-FW1id* r;t0DM-TRzViSW as complying with the Florida Bdmin8Coik aF-emoyine-itb*v f1orids Building Code Aweptow lio DandingCoBe NOA-No. 17-0406.06 S / A=CVW°'NO Expiration 1 05/01/2022 • Br t•+ 1O1L ., By fUl`f n4 . i ef uAr•tterd Sy ,.,,,,e,ricaruol Miaml-D d Product ControlCCjl1`, , w sslot4 ,1 FRAMING '''••a' 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 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 EOGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE C A DI IG HARDIESOFFIT, CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO. 8-18, 0.315" HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTION DIAMETER X 1-1/4 ' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 James Hardie Building Products, Inc. FULL THREADS PENETRATING THE METAL FRAMING), PLACE SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE 10901 Elm Avenue STUDS ® Fontana, CA 92337 Phone: 909-356-6300 SIZE FSCM NO Dw0 NO RE Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator. E. Gon2ales sous 1" = 1'-0" Date: 4/24/2013 5HEF' 12 OF 12 PROJECT RIO-2689-17 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE® BRAND FIBER -CEMENT PANELS TO WOOD FURRING SOLUTIONS 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 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 V AND 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 2017 FLORIDA BUILDING CODE, AND THE 2015 INTERNATIONAL BUILDING CODE. PREPARED BY: RONALD I.OGAWA & ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX o. 4 ssfow r RONALD I.OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 M 714-292-2602; IF) 714-847-4595 PROJECT: RIO-2689-17 EVALUATION SUBJECT HardiePanel® Siding James Hardie Product Trade Names covered In this evaluation: HerdiePanel® Siding. Campanel® Siding. Prevail Panel Siding EVALUATION SCOPE: ASCE 7.10 2017 Florida Building Code 2015 International Building Code 2015 International Residential Code JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardre.com EVALUATION PURPOSE: This analysis is to detemdne the minimum design 3-second gust wind speed to be resisted by an assembly of HardlePartel (Cempanel, Prevail Panel) Siding fastened to wood tunings odeifher wood or metal framing with nails or screws. REFERENCE REPORTS: 1. Intertek Report 102024383COO.001A Transverse load test on HardraPenal. TEST RESULTS: Table 1a. Results of Transverse Load Testing Frame Fastener Ultimate AD -tie Test Thickness Width Spacing Spacing Fastener Type Load Design Load? Repon Number Agency n.) in.) Frame Type n In.) and Dimensions PSF) PSF) Failure Mode 102024363000-WIA Intenek 0.3125 48 2X4 wood stud. 3/4' thick by 16 6 No. 8 X 1.25' long X 0.323' HD 1607 53.6 Pub through rtracturo35' wide SPF furring ribbed bugle head screws 102024363COO-001A Irderlek 03125 46 2X4 wood stud. 3/4' thick by 16 8 No 8 X 1.25' long X 0 323' HO 3.8 pull through3.5' wide SPF fung furring nbbednbbed bugle head screws 102024363COO-001A Intenek 0.3125 48 2X4 wood stud. 3/4- thick by 16 12 No. 8 X 1.25' long X 0.323' HD 1061 35.4 pullthrough 3.5' wide SPF furring nbbed bugle head screws 102024363COO- 001A Intenek 0.3125 48 2X4 wood stud. 3/4- thick by 16 8 0. 090' shank X 0 215' HD x 1.5' 147. 6 9 2 pail through /freciure 3.5' wide SPF furringlong ring shank nail 102024363COO- 001A Intenek 0.3125 48 2X4 wood stud. 314- thick by 24 8 No. 8 X 1.25' long X 0.323' HD 82 7 27 6 pull through /fracture 3.5' wide SPF furring ribbed bugle head screws 1. All fasteners were installed on furring without penetration into the framing members. 2. Allowable load is determined ham ultimate load divided by a factor of safety of 3. 3. HeMiePanel Skiing complies with ASTM C1186, Standard SpeCRCation for Grade It, Type A Non-asbesrot Fiber -Cement Flat Sheets. Table 1b. Analysis of Allowable Load for 06 Screw at 10' O.C. 8 Screw Spacing Fastener Spacing in. 8 12 10 Frames akin in. 16 16M FastenerTributaryareah? 089 1.33 Allowable load 43.8 35.4Individual fastenerloadt038.9 47.2 The fastener load for #8 screw at I X O.0 was calculated as the average of the test reskdts for 8' and I r O.C. The allowable load for 28 screw at the sparing of I a" O.C. into furring can be calculated by interpolating the results at same fastener at 8' and 12' O.C., since both tests had same failure mode of fastener pull through from the panels. As shown in the table, the allowable load for #8 screws installed at 10' O.C. to wood furring is 38.8 par. Justification of Using the Results on Light Gauge Steel Framing In the subject configurations, all fasteners were enacted to furring only, so whether the furring is attached to wood or steel honing does not affect panels' transverse load capacity. It's the protect engineers responsibility to ensure the furring aUBctment and training memebere to have sufficient load capacities. IIr._ ' vi GGAW/ 4 C RONALD I.OGAWA ASSOCIATES, INC. 16835 ALGONOUIN STREET 9443 HUNTINGTON BEACH, CA 92649 1) 714-292-2602; (F) 714-847-4695 PROJECT. RIO-2689-17 JAMES HARDIE BUILDING PRODUCTS. INC. 1-886-542-7343 mfo@jameshardm.com DESIGN WIND LOAD PROCEDURES: Fiber -cement siding transverse load capacity (wind load capacity) is determined via compliance testing to transverse load national test standards. Via the transverse load testing an allowable design load is detpnnined based on a factor of safety of 3 applied to the ultimate test load Equation1, q,-0.00256-VK,j-V,•V' (ref. ASCE 7-10equstion30.3-1) q. , velocity pressure at height z K, , velocity pressure exposure coefficient evaluated at height I K, , topographic factor Equation 2, 1(, , wind directionality factor V , basic wind speed (3-second gust MPH) as determined from 2015 IBC Figures 1609.3(1), (2). or (3); ASCE 7-10 Figures 26.5-f A, B, or C V=V,a (ref. 2015 IBC Section 1602.1 definitions) V,. , ultimate design wind speeds (3-second gust MPH) determined from 201518C Figures 1609.3(1), (2). or (3); ASCE 7-10 Figures 26.5-1& B. or C Equation 3, P%,(GC,GC,) that. ASCE 7-10 equation 30.6-1) 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, substdute q, Into Equation 3, Equations, p=0.002569V.'Kn% V.''(GC.-GC,) Allowable Stress Design, ASCE 7.10 Section 2.4.1, load combination 7 Equation S. 0.60 - 0.6W (ref ASCE 7.10 section 2.4.1. load combination 7) D , dead load W , wind load To determine the Allowable Stress Design Pressure, apply the load factor for (wud) from Equation 4 to p (design pressure) determined from equation 4 Equation 6, p., - 0.6'(p) Equation 7, p., - 0.610.00266'K,'K„9C,N,.''(GC.-GC,i)I Equation 7 is used t0 populate Table 3, 4, and 5 To determine the allowable ultimate bask wind speed for Hardie Siding in Table 6, solve Equation 7 for V,., Equation a, V.=(p M.6.0.00256'I(,'K.*Ke(GC.GC,)lu Applicable to methods specified in Exceptions 1 through 3 of 201518C Section 1609.1.1., to determine the allowable nominal design wind speed (Vasil) for NNW Siding in Table 6, apply the conversion formula below. Equation 9, V. = V. - (0.6)as Ital. 201518C Section 1609.3.1) , V., . Nominal design wind speed (3-second gust mph) W. 201518C Section 1602.1) RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 1) 714-292-2602; (F) 714-847-4595 PROJECT. RIO-2689-17 Table 2, Coefficients and Constants used In Determining V and p. K= al zom 5 Height (n) Exp 8 Exp C Exp 0 K4 K, GC G 0-15 0.7 0.85 1.03 h960 1 0.85 1.4 0.18 20 0.7 09 1.08 1 085 1.4 O 18 25 0.7 0.94 1.12 1 085 1.4 0.18 30 0.7 0.98 1 i6 1 0.85 1.4 0.18 35 0.73 101 1.19 1 0.85 1.4 0.18 40 0.76 1.04 1.22 1 0.85 1.4 0.18 45 0.785 1.065 1.245 1 0.85 1.4 0.18 so 0.81 1.09 1.27 1 0.85 14 0.18 55 0.83 1.11 1.29 1 0 85 1.4 018 60 0.85 1.13 1.31 1 0." 7.4 0.18 100 0.99 126 1.43 hv60 1 0.85 1 -1.8 0.16 JAMES HARDIE BUILDING PRODUCTS. INC. 1-888-542-7343 inloQjamesh ardxe.com Table 3, Allowable Stress Design - Component and Cladding (C6C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category 8, d Speed 3-secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 200E63Heighth) 8 B a B 8 B B B B B B B B 0-15 14.4 15.0 17.5 19.1 20.8 24.4 28 3 32.5 37.0 41.7 46.8 52.1 678 20 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 25 14.4 16.2 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.83014.4 15.9 17.5 19.1 20.8 24.4 28.3-32.5 37.0 41.7 46.8 52.1 57.83515.1 16.6 18.2 19.9 21.7 25.4 295 33.9 38.6 43.5 48.8 54.4 60.24015.7. 17.3 19.0 20.7 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 6274516.2 17.9 19.6 21.4 23.3 27.4 31.7 36.4 41.5 46.8 52.5 58.5 64.85016718.4 202 22.1 24.1•26.2 32.7 37.6 42.8 48.3 54.1 60.3 66 85517.1 18.9 207 22.8 24.7 28 9 336 38.5 43.8 49.5 55541..560119.6 41. 110025.6 28.2 31.0 33.8 36.9 43.3 50.2 57 6 65.5 74.0 429 92.4 102.4 Table 4, Allowable Stress Design - Component and Cladding (C6C) Pressures (PSF) to be Resisted at Various Wind Speeds • Wind Exposure Category C, d Speed 3-secondgust) 100 105 110 115 120 130 140 150 1 160 170 180 190 200 210 Height (h) 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 56.6 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 32.0 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 20.1 34.2 39.6 45.5 51.8 584 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 43.3 91.9 40 215 23.7 26.0 284 30.9 36.3 420 48.3 54.9 62.0 69.5 77.4 85.8 94.6 45 22.0 24.2 26.6 291 1 -31.6 37.1 1 -43.1 1 49.4 1 -56.2 63.5 1 -71.2 1 -79.3 1 -87.9 96.9 50 22.5 24,8 272 297 32.4 38.0 44.1 50.6 57.6 65 0 72.0 812 49.9 09.2 55 22.9 25.2 27.7 30.3 33.0 38.7 44.9 51.5 58 6 66.2 74.2 627 91 6 101.0 60 23.3 2 6 39. 2.4 4 04.1 107-1 100 32.6 35 9 39.24 43.1 46.9 55.0 63.8 73.3 83.4 94.1 105.5 117.6 130.3 143.6 Table 6, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Restated at Various Wind Speeds - Wind Exposure Category 0, d Speed 3-secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Hel hl (h) D 0 0 0 0 0 0 D D D D D 0 D 0-15 21.2 23 4 25.7 281 30 6 35.9 41.6 47.8 54.4 61.4 68.E 76.7 85.0 93.7 20 223 24.6 27.0 29.5 32.1 37.7 43.7 501 57.0 44.4 72.2 80.4 89.1 98.2 25 231 25.5 28.0 30.6 33.3 39.0 45.3 52.0 59.1 468 749 43 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 29.7 325 35.3 415 48.1 55.2 628 70.9 79.5 68.6 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 61.5 90.9 100.7 111.0 45 25.7 28.3 31.1 34.0 37.0 43.4 50.3 57.8 1 45.7 1 -74.2 1 .83.2 827 102.7 113 3 50 28.2 28 9 31.7 34.6 37.7 44.3 51.3 58 9 67.1 75 7 64.9 94.6 104.8 115.5 55 26.6 29.3 32.2 35.2 38.3 45 0 52.2 59.9 48 1 76 9 46 2 96.1 t 064 117.4 6 29. 40.8 1 9 . 108.1 11 . 100 37.0 40.8 44.7 48.9 53.2 62.5 72.5 812 94.6 106.8 1 -119.8 133.4 147.0 163.0 Tables 3. 4, and 5.are based on ASCE 7-10 and consistent with the 2015 IBC, 20151RC RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONOUIN STREET 0443 HUNTINGTON BEACH, CA 92649 T) 714-292-2602; (F) 714-847-4595 PROJECT: RIO.26MI7 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 intoQjameshardie. com Table 6, Allowable Wind Speed (mph) for HardiePanel Siding (Analytical Method In ASCE 7.10 Chapter 30 C&C Part 1 and Part 3) 4 Allowable, Ultimate Allowable, Nominal Design Wrid, Speed, Design Wind, Speed, V.i y_4s 3-second gust mph) 3-second gust mph) Applicable to methods specified in 1201518C, Applicable to methods 2017 F8C) Section specified in Exceptions 1 1609.1.1. as determined b/ through 3 of 12015 IBC, 12015 IBC. 2017 FSCI 2017 FBCI Section Figures 1609.30). (2). or 1609.1.1. In 1 Wind exoo;= rateoory 1Mnd emosure caMw CoWicierm mod in Table 6 Product Minimum Thickness M) 1MOIh in 1 Fastener Type Fastener Spacing in.) From Type Stud Spacing in-) Building Helghtt• e fL) 8 C 0 B C D Aliew"ble Design Load PrO Exp 8 Exp C Ens 0 K+ K GC. GC. HardiePenel® SIt6 46 No. 8 X 1.25' long X 0.323' HD ribbed bugle head screws 6- O C into having only 2X4 wood or 20 ge sled framing, 3!4' thick by 3 5• wide wood furring '•1•s 16 0.15 193 175 159 149 135 123 53.6 0.70 OA5 1.03 hS60 1 0.85 1.4 018 20 193 170 155 149 132 120 53.6 0.70 090 1.08 1 0.85 1.4 0.18 25 193 166 162 149 129 lie 53A 0.70 0.94 1.12 1 0.95 1.4 0.16 30 193 163 150 149 126 116 S3.6 0.70 0.95 1.18 1 0.85 14 0.10 35 182 160 148 146 124 114 53 6 0.73 101 1.79 1 0.95 4.4 0. is 40 195 158 148 143 122 113 53.0 0.76 104 L22 1 0.95 0.10 45 172 ISO 140 133 116 108 33.6 0.83 1.16 1.33 1 0.66 1.4 1.4 0.18 50 179 154 143 139 120 111 63.6 0.81 1.09 127 1 0.85 1.4 0AS 55 177 153 142 137 119 110 636 0.83 1.11 129 1 O.a5 1.4 0.1e 60 175 152 141 135 117 109 53 6 0.95 1.13 1.31 1 0.a5 14 0.10 100 145 126 120 112 99 93 536 0.99 125 143 h>60 1 0.95 1.0 O 88 Hardl6Pand® SA6 46 No. 8 X 1.25' long X 0 323' ebbed le headbugle screws 87 O.C. into turning only 2X4 wood or 20 ge. steel training. 314' Ouch by 3.5' wide wood furring '•1,e 16 0.15 174 Ise 144 136 122 111 43.6 0.70 0.85 1.03 hS60 1 0.85 1.4 0.18 20 174 154 140 135 119 109 43.8 0.70 0.90 1.08 1 US 1.1 018 25 174 150 138 135 116 107 43 8 0.70 0.94 1.12 1 0.05 1.4 0.18 30 174 147 t 35 135 114 105 43.8 0.70 0.08 1.16 1 0.85 1.4 0.18 35 171 145 134 132 112 103 43.8 0.73 1.01 1.19 1 0.95 1.4 0.18 40 167 143 132 129 111 102 43.8 0.76 1.04 t22 1 Od5 T 4 0.10 164 141 131 127 109 101 43.8 0.79 1.07 125 1 0.85 1.1 0.18 60 162 140 129 125 108 100 43.8 061 1.09 127 1 0 e5 1.4 018 55 ISO 138 128 124 107 99 43.8 093 1.11 1.29 t 085 14 018 60 158 137 127 122 106 99 43.8 0.95 113 1.31 r 1 085 74 018 100 131 116 101 90 43.8 099 128 1 143 h>60 1 0 05 1.8 0.18 HerdtePanel® 5/16 48 No 8 X1Nolong25 X 0.323' bugleebbedbuglehead screws 1P O.C. into furring only 2X4 wood or 20 sled framing. 314' winhick w odtunewood tuning ''1•' 16 0.15 161 149 135 127 115 105 33.8 0.70 0.85 1.03 h960 1 0.85 1.4 0.19 20 164 145 132 127 112 102 38.8 070 0.90 1.08 1 0 eS 14 0.18 25 164 141 130 127 110 100 38.8 0.70 0.94 1.12 1 0.65 1.4 01e 30 164 139 127 127 107 99 311A 0.70 0.08 1.16 1 0.05 1.4 0.10 35 161 136 126 124 106 97 38.8 0.73 1.01 1.19 1 0.65 1.4 OAS 40 157 134 124 122 104 96 36.8 0.76 1.04 122 1 0.86 14 cis 45 155 133 123 120 103 95 38.8 0.79 1.07 1.25 1 0.85 14 0.18 152 131 122 11B 102 94 3e.e O81 1.09 17 1 0.05 1./ 0.18 55 151 130 121 117 101 94 35.6 0.a3 111 129 r 1 0.85 71.4 018 60 149 129 120 115 100 93 34.8 0.85 1.13 1.31 t TO.85 71.4 0.18 100 123 95 M.8 0.99 126 1.43 h>60 1 OAS 1.8 01e Hard+ePaneW 5M6 48 No. 8 X 125'leng X 0.323' ebbed bugle bugle dead ctrewc 12'O.C. into fumyonly 2X4 wood or 20 ge. sled trarrnng. 3/4• wide wood twighick w od furring 16 0.15 157 142 129 121 110 100 35.4 0.70 OAS 1.03 hs60 1 0.85 1.4 010 20 157 136 126 121 107 98 354 0.70 090 t.08 t OAS 1.4 0.16 25 157 135 124 121 105 96 354 0.70 0.94 1.12 t O.es t.4 058 30 157 132 122 121 103 94 35.4 0.70 0.90 1.f8 0.95 1.4 0.18 153 130 120 119 101 93 J5.4 0.73 1.01 t t9 o.0.S t 4 O.ts 40 150 128 119 116 100 92 35.4 0.76 1.04 122 0.65 IA 0.18 45 148 127 117 115 98 91 354 0.79 1.07 125 US 1.4 0.18 50 U8 125 176 113 97 90 354 0.e1 1.09 t27 JI 0.85 1.4 0.10 55 144 124 115 Ill 96 69 35.4 0.83 t 11 1.29 0.96 1.4 0.18 60 142 123 114 110 95 89 35.4 O.-- 113 1.31 0115 1.4 0.18 100 lie 91 354 0.09 126 1.43 h>0.85 70 078 IllGAVyA OF u.l QpFE FL OR 1 %( SS10 I t RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONOUIN STREET #"3 HUNTINGTON BEACH, CA 92649 M 714-292-2602; (F) 714-847-4595 PROJECT: RIO-2689-17 Allowable, L011male Allowable, Nominal Design Wind, Speed, Design Wind, Speed, V u V 4A, J W Applicable to methods speolied in 120151BC. Applicable to methods 2017 FBC) Section specified in Eaoeptions 1 1609.1.1. as determined by through 3 of 12015 IBC, 12016 IBC, 2017 FBC1 2017 FBC) Section Figures 1609.3(1).(2). or 1600.1 1 3). Mnd 2Y t.. nalennry Nand rTrl -- cataem JAMES HARDIE BUILDING PRODUCTS. INC. 1-888-542-7343 inlo@jameshardie.corn C W-Cien13 used In Table 8 Calculations Product Mmmnan Thickness in.) Width in.) Fastener Type Fastener Spacing in.) Framd Type Stud Spacing tn.) Building Height'-' VQ B C D 8 C D Allowable Design Load Psi) Eip e Exp a Etp o Ke K. GC. ce„ HardiePanel® 5/16 48 No 8 X 1.25" long X 0.323- ebbed bugle heedbugle screws 8" O.C. into furring only 2X4 wood or 20 ga steel framing, 314' twig by 3 5' wide wood tuning w•1a 24 0.15 138 125 114 107 97 88 27.6 0.70 1 0.85 I.M h160 1 0.65 1.4 0.18 20 138 122 111 107 94 W 27.6 0.70 0.90 1.05 1 0.65 1.4 0.18 25 138 lie 107 92 47.6 0.70 094 1.12 1 0.85 1 4 0.18 30 138 117 107 91 27.6 0.70 093 1.16 1 0.85 1 4 018 35 135 115 105 89 27A 0.73 1.01 t.12 1 O.e5 1.4 0.1e 40 133 113 103 as 27.6 0.76 1.04 1.22 1 0.85 1.4 0.16 45 131 112 101 67 27.6 0.79 1.07 1.25 t O.eS 1 4 0.16 s0 129 111 100 86 27.6 0.81 109 1.27 1 046 1 4 0.16 55 127 g8 27b 093 1.11 129 1 OAS 1.4 0.18 60 125 97 VA 0.85 1.13 1.31 t OAS 1.4 0.18 100 27.6 0.99 126 1.43 h-60 1 0.85 1.8 0.10 HardiePanelA 5/16 0.090' shank X 0.21S HD x 1 5' long ring shank nail 6" O.C. into IW1ng only 2X4 wood or 20 ga steel framing. 3(4' Nick by 3.5' wide wood Bing +.1a 16 0.15 185 168 152 143 130 till 492 070 005 1.03 hs60 1 OAS 1.4 0.16 20 Ills 163 149 143 126 115 42.2 0.70 0.90 1.08 1 0.85 1.4 0.18 25 185 159 146 143 123 113 492 0.70 0.94 1.12 t 10.861 1.4 0.18 30 165 156 143 143 121 111 40.2 0.70 0.06 1.16 1 0.85 1.4 0.16 35 181 154 142 140 119 110 49.2 0.73 101 1.19 1 0.18 40 177 151 140 137 IV 108 492 076 1.04 122 1 0.16 45 174 150 138 135 116 107 0.2 079 1.07 125 1 018 60 172 148137 133 115 106 492 0.61 109 127 1 t0.85.1.4 0.1e 55 170 147 136 131 114 105 422 0.83 Ill 129 1 0.18 60 168 145 135 130 113 105 492 085 1.13 1.31 1 0.18 100 139 123 115 107 1 95 89 49.2 0.99 126 1.4] ftsGO 1 OAS 1.8 O.te 1. eumng ansatmem to swaunk mmHg memoers or aneminrve nrmng wloin seas oe oesgnea oy an engineer. 2. Budding height - mean not height (in IeaQ of a bulking. except Nat eave height Mall be used for not angle 0 [on than or equal to 10' (2-12 roof slope) 3. V. a ultimate design wind speed 4. V_ a nominal design wind speed 5. Linear interpolation of building height Is 60 n) and wind speed is pamnined. 6 tAdnd speed design assumptions per Analytical Method in ASCE 7-10 Chapter 30 C&C Pan 1 end Pan 3: K 1, K10.85. GCre-1.4 (h :60), GC.-1 6 (ha60)• GC j0.18 7. Wood tuning shall be preserauw mated per AWPA 8. Wood tuning Shall be Spec& gnwy of 0.42 or greater per AFPANDS; or wood structural panel, codomng to DOC Prat of DOC M2 or APA PRP•l08. LIMITATIONS OF USE: 1) In High Velocity Hurricane Zones (HVHZ) install per MiamfDade County Florida. NOA 17-0406.06 0 1 111111'fto"' 12 A90' FFSSI011 PROJECT RIO-2686-17 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 1 B, 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 2017 FLORIDA BUILDING CODE, AND THE 2015 INTERNATIONAL BUILDING CODE. PREPARED BY: RONALD I. OGAWA & ASSOCIATES, INC 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4-595 FAX JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com EVALUATION SUBJECT HardiePanel® Siding James Hardie Product Trade Names covered in this evaluation: HardiePanel® Siding, Cempanel® Siding, Prevail'v Panel Siding EVALUATION SCOPE: ASCE 7-10 2017 Florida Budding Coda 2015 International Budding Code® RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 926,49 714-292-2602 714-847-4595 FAX PROJECT: RIO-2686-17 EVALUATION PURPOSE: This analysis is to determine the matdmum 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 nags of screws. REFERENCE REPORTS: 1. Imertek Report 3067913 (ASTM C1186) Material properties HardiePanel 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 -Fir wood studs spaced at 16 inches an tamer with a 6d common galvanized nail 1. Ramtech Laboratories Report IC-1271-94 (ASTM E330) Transverse Load Test, 5/16' Thick by 48 inch wide HardlePanel Siding installed on 2X4 Hem-F'rwood studs spaced at 24 inches on center with a 6d common galvanized nag 4. Ramtech Laboratories, Inc. Report 10868-9711475 (ASTM E330) Transverse load Test, 5/16- 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 ring shank nail 5. Ramtech Laboratories, Report IC-1054-89 (ASTM E330) Transverse Load Test, 1/4' Thick by 48 inch wide HardiePanel 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 IG1055-89 (ASTM E330) Transverse Load Test, 1/4' Thick by 48 inch wile HaMkePand 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 11149.98/1554d (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 center with a ET&F 0.100 in. knurled shank X 1.5 in. long X 0.25 in. head diameter pin fastener 8. Ramtech Laboratories Report IC-1273.94 (ASTM E72) Racking Shear Test, 5116' Thick by 48 inch wide HarduePanel Siding installed on 2X4 Hem -Fs wood studs spaced at 16 inches on center with a 6d common galvanized nail 9. Ramtech Laboratories Report IC.l274-94 (ASTM E72) Racking Shear TesL 5/16' Thick by 48 Inch wide HardiePanel Siding installed on 2X4 Hem -Fe wood studs spaced at 24 inches on center with a 6d common galvanized nail 10. Ramtach Laboratories, Inc. Report 10868-9711476 (ASTM E72) Racking Shear Test. 5/16' 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 ring shank nag 11. Ramtech Laboratories Report IC-1057-89 (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 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. Sh 6" Thick by 48 inch wide HardlePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 and 24 Inches on center with a ETBF 0.100 in. knurled shank X 1.5 in. long X 025 in, head diameter pin fastener JAMES HARDIE BUILDING PRODUCTS, INC. 1-886-642-7343 infoMameshardie.com TEST RESULTS: Table IS. 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-2686-17 Fastener Spacing in.l Allowable Frame Ultimate Design Thickness Width Spacing Perimeter Field Load Load' Report Number Tat Agency in.) in.) Frame T in.) Supports Supports Fastener Type PS PSF IC-1270.94 Ramiech 0.3125 48 2X4 wood Hem -Fir 16 6 6 6d common 149 49.7 IC-1270-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 16 4 4 6d common 236 78.7 ICA 271-94 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 4 6d common 143 47.7 10868.97/1475 Ramtech 0.3125 48 2X4 wood. SG 2 0.36 16 4 6 4d. X shank X shank ai 90 30.0HD1.51.5 in. . " ring shank rasa Min. No. 20 gauge X 3.625 in. X Min. No 8 X 1 in, lore X 0.323 in IC-1054-89 Remtech 0.25 48 1.375 in metal stud 16 6 6 head diameter ribbed bugle 169.9 56.6 head screw Mn. No. 20 gauge X 3.625 in. X Min. No 8 X 1 in. long X 0.323 in IC-1055-89 Ramtech 0.25 48 1.375 in metal stud 24 6 6 head diameter ribbed bugle 91.9 30.6 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 16 4 8 1.5 in. long X 0.25 in. head 170 56.7 1.375 in metal stud diameter pin fastener Min. No. 20 gauge X 3.625 in. X ET&F 0.100 in. knurled shank X 11149.98/1554d Ramtech 0.3125 48 1.375 in metal stud 24 4 8 1.5 in. long X 0.25 in. head 101 33.7 diameter pin fastener 1. Allowable Load is the Ultimate Load divided by a Fodor of safety of 3. 2. HardiePanel Siding complies with ASTM C 1186, Standard Specification for Grade It. Type A No"sbeStds fiber -Cement Flat Sheets. Table 1 b, Shear Values Allowable Loads In Pounds Per Lineal Foot for Panel Shear Wells "' Fastener Spacing in Frame Ultimate Allowable Thickness Width Spacing Perimeter Field Loads Loads ReportNumber Test Age in.) in.) Frame Type in.) Supports Supports Fastener Type p IC- 1273-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 16 6 6 6d common 603.8 201.3 IC- 1273-94 Ramtech 0.3125 48 2X4 wood Hem -Fier 16 4 4 6d common 698.8 232.9 IC- 1274-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 6 6 6d common 460.0 153.3 I0- 1274-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 4 4 6d common 637.5 212.5 4d, 0.091 In. shank X 0.225in. 10868- 97/1475 Ramtech 0.3125 48 2X4 wood, SG 2 0.36 16 4 8 HD X 1.5 in. long ring shank nail 596.4 198.5 Min. No 6 X 1 in. long X p.323 in IC- 1057-89 Ramtech 0.25 48 Min. No. 20 gauge X 3.625 in. X 16 & 24 6 6 hsd diameter ribbed bugle990.0 123.6 1. 375 in metal stud head screw ET3F 0.100 in. knurled shank X Min. No. 20 gauge X 3.625 in. X 11284- 99/1580 Ramtech 0.3125 48 1. 375 in metal stud 16 4 8 1.5 in. long X 0.25 in, head diameter pin fastener 1227. 0 153.4 Min. No. 20 gauge X 3.625 In. X ET3F 0.100 on. knurled shank X 11284- 99/1580 Ramtedn 0.3125 48 1. 375 in metal stud 24 4 a 1.5 in. long X 0.25 in. head 1060.0 132.5 diameter pin fastener 1. All board edges shall be supported by framing. Panels shall be applied With the long dimension either parallel or penpendiaaar to studs. II1//1/i 2. e ma)drnum enth ratio for n in this Table is 2:1. 3. Inhthe steelframed ssem bli stheallowable oead is basedon the average load at 118 Inch net defection. ,If f n , O G A 14/ o STA \ o Fs FCO R10P ' \mac ;1,\'\\ K, Wall Zone 5 Height (h) Exp B Exp C Exp D K , K, GC GC 0.15 0.7 0.85 1.03 hs60 1 0.85 1.4 0.18 20 0.7 0.9 1.08 1 0.95 1.4 0.18 25 0.7 0.94 1.12 1 085 1.4 0.18 30 0.7 0.98 1.16 1 0.85 1.4 0.18 35 0.73 1.01 1.19 1 0.85 1 4 0.18 40 0.76 1.04 1.22 1 0.95 1.4 1 .18 45 0.785 1.065 1.245 1 0.85 14 0.18 50 0.81 1.09 1.27 1 0.95 1.4 0.18 55 0.93 1.11 1.29 1 0.85 1.4 0.18 60 0.85 1.13 1.31 1 0.85 1.4 0.18 100 0.99 1.26 1.43 1 h>60 1 0.85 1.8 018 RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO.2686-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 i nfo(d iam esha rd ie. com DESIGN WIND LOAD PROCEDURES: Fiber -cement siding transverse load capacity (wind load capacity) is determined via compliance testing to transverse load national test standards. Via the transverse load testing an allowable design load is determined based on a factor of safety of 3 applied to the ultimate test load. Since the allowable design Wad is based on factor of safety of 3, allowable design loads on fiber -cement siding correlate directly to required design pressures for Allowable Stress Design, and therefore should be used with combination loading equations for Allowable Stress Design (ASO). By using the combination Wading equations for A9owdble Stress Design (ASD), the tested allowable design loads for fiber -cement sing are aligned with the wind speed requirements in ASCE 7- 10 Figure 26.5.1A. Figure 26.5.113, and Figure 26.5-1C. For this analysis, to calculate the pressures in Tables 3, 4, and S. the load 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-K,%-K.'Vt Equation $ ref ASCE 7-10 equabon 30 3-1) q, , velocity pressure at height z K, , velocity pressure exposure coefficient evaluated at height z Ka , topographic factor Ka , wind directionality factor V , basic Mad speed (3-second gust MPH) as determined from 12015 IBC, 2017 FBC) Figures 1609.3(1), (2). or (3); ASCE 7-10 Figures 26.5.1A, B. or C V=VIA fret. 20151BC 6 2017 F8C Section 16021 definitions) V. , ultimate design wind speeds (3-second gust MPH) determined from 12015 IBC, 2017 FBC) Figures 1609.3(1), (2). or (3); ASCE 7-10 Figures 26.5.1 A, B, or C Equation 3, p=(,'(GCp-GCq) (rel. ASCE 7-10 equation 30.6.1) GCp , product of external pressure coefficient and gust -effect factor GCO , 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•0(,-K -K.'V,a=-(GCo GCa) Allowable Stress Design, ASCE 7-10 Section 2.4 1, load combination 7 Equation 5, 0.60 + 0.6W fret ASCE 7-70 section 24.1, load combination 7) 0 , dead load W , wind Wad To determine the Allowable Stress Design Pressure, apply the load factor for W (wind) from Equation 4 to p (design pressure) determined horn equation 4 Equation 6, p„ = 0.6'Ip) Equation 7, pa = 0.6.10.00256•K,'Kn'KdN,a1'(GCp GCP)1 Equation 7 is used to populate Table 3, 4, and 5 To determine the allowable u/bmate basic wind speed for Hardie Siding in Table 6, solve Equation 7 for V., Equation 8, V. - (pd10.6'0.00256•K,'K„'I(,-(GCS GCP))as Applicable to methods specified in Exceptions 1 through 3 of 12015 IBC, 2017 FSC) Section 1609.1.1., to determine the allowable nominal design wind speed (Vesd) for Hardie Siding in Table 6, apply the conversion formula below, Equation 9, V. = V. - (0.6)66 fret 2015 IBC 6 2017 F8C Section 1609.3.1) V_,, , Nominal design wind speed (3-second gust mph) (ref 201518C 6 2017 FBC Section j10Y -11: Table 2, Coefficients and Constants in Deternining V and p, All OGA I t4 RONALD I. OGAWA ASSOCIATES. INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH. CA 92649 714-202-2602 714-847-4695 FAX PROJECT. RIO.2686-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-886-542-7343 info@jameshordia.com Tablo 3, Allowable Stress Design - Component and Cladding (C8C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category B, Wind Speed 3-secondgust) 100 105 110 116 120 130 140 150 160 170 180K-58.5 200 210 Heigh (n) B B B 8 B B B B B B B 8 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 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 57.8 7U.-7 25 14.4 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 57.8 63.7 30 14.4 15.2 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 57.8 617 35 15.1 16.6 18.2 19.9 21.7 25.4 29.5 33.9 38.6 43.5 48 8 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 50.8 62.7 69.1 45 16.2 17.9 19.6 21.4 23.3 27.4 31.7 36.4 41.5 46.8 52.5 64.8 71.4 50 16.7 18 4 20.2 22.1 24.1 28.2 32.7 37.6 42.8 r18.3 54.1 60 3 66.8 73.7 55 17.1 18.9 20.7 22.6 24.7 28.9 33.6 38.5 3.8 49.5 55.5 61.8 68.5 75.5 1 1. 39. 9 50 1 100 25.6 1 -28.2 1 -31.0 33.8 36.9 43.3 1 -50.2 57.6 1 -65.5 74.0 82.9 92A 1024 1128 Table 4, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category C, Wind Speed 3•seoond ust 100 105 110 115 120 1 130 140 150 160 170 180 190 200 210 Height (R) C C C C C C C C C C C C C C 0.15 17.6 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 36A 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 32.6 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 29.1 34.2 39.6 45.5 51.8 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 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 4 .4 562 63.5 71.2 79.3 87.9 96.8 50 22.5 24.8 27.2 29.7 32.4 38.0 1.1 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 33'610032.6 35.9 394 43.1 46.9 55.0 63.8 73.3 83.4 94.1 t05.5 t17.6 130.3 143.6 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 1 130 140 150 160 170 180 190 200 210 Height (it) D D 0 D 0 D D D 0 0 0 0 D 1 0 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 57.0 644 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 26.4 290 31.6 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 705.5 35 24.5 271 29.7 32.5 35.3 r11.5 48.1 55.2 62.8 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 90.9 100.7 111.0 45 25.7 28.3 31.1 34.0 37.0 4 .4 50.3 57.8 65.7 742 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 84.9 94.6 104.8 115.5 55 26.6 29.3 322 352 38.3 45.0 52.2 59.9 W.1 76.9 862 96.1 106.4 117.4 6 3 . 8. 4 1 6 -8 9 . 1 .1 1 100 37.0 40.8 A.7 0.9 53.2 62.5 72.5 83.2 94,6 106.8 119.8 A33.4 1.147.9 163.0 Tables 3. 4. and 5 are based on ASCE 7-10 and consistent with the 2015 IBC. 2015 IRC and the 2017 Florida Budding Code 1#', rjGAWq Si RONALD I. OGAWA ASSOCIATES. INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4695 FAX PROJECT: RIO.2686 17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 infoQa jameshardie.eom Table 6, Allowable Wind Speed (mph) for HardlePanel Siding (Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3) ' OF p''••. FLOR P FSS10N A Product Product Thickness inches) Width inches) Fastener Type Fastener Spacing frame Type Stud Spacing inches) Budd Height"' feet) B C D B C D NOn9Ok: Dtx Load PSF) EV B Fm C Etp D K, K, HardiePanel® 6/16 48 common 6 2X4 wood Hem -Fir 16 0.15 186 168 153 144 130 118 9.7 0.7 OAS 1.03 hSSO 1 085 1.4 018 20 186 164 149 144 127 116 49.7 0.7 0.9 1.08 1 OAS 1.4 0.18 25 186 160 147 t44 124 114 49.7 0.7 0.94 1.12 1 0.85 1.4 0.18 30 186 157 144 144 121 112 49.7 0.7 0.98 118 1 0.85.-1.4 018 35 182 154 142 141 120 111) 49 7 0.73 1.01 1.19 1 0.85 1.4 0.18 40 178 152 141 138 118 109 49.7 078 1.04 122 1 085 1,4 018 45 175 150 139 136 117 108 49.7 6785 1.065 1245 1 0.85 1.4 0.18 50 172 149 138 134 115 107 49.7 081 1.09 1.27 1 0.95 1.4 018 55 170 147 137 132 114 106 42.7 0.83 1.11 1.20 1 0.95 1.4 0.18 60 168 146 136 130 113 105 497 0,85 113 1.31 1 0.85 1.4 0.18 100 139 124 116 108 96 90 49.7 099 126 1.43 h 60 1 OAS 1.8 078 HardiePanel® 5/18 48 common 4 2X4 wood Hem -Fir 16 0-15 233 212 192 181 164 149 787 0.7 085 1.03 tts60 1 0.85 1.4 0.16 20 233 206 188 181 759 146 78.7 0.7 0.9 1.08 1 0.65 1.1 10.161 25 233 201 185 181 156 143 78.7 07 0.94 1.12 1 0.85 1.4 0.16 30 233 197 181 181 153 140 78.7 0.7 0.98 1.16 1 0.85 1.4 0.18 35 229 194 179 177 151 139 78.7 073 1.01 119 1 0.85 1.4 0.18 40 224 192 177 174 148 137 78.7 0.76 1.04 1.22 t 0.-es 1.4 0.16 45 220 189 175 171 147 136 78.7 0.785 1.055 1245 1 0.85 1.4 0.16 50 217 187 173 168 145 134 78 7 0.61 1.09 17 1 O.es 1.4 0.18 55 211 185 172 166 144 133 78.7 083 1.11 1.29 1 0.85 1.4 0.18 60 212 184 171 164 142 132 78.7 0.86 1.13 1.31 1 0.85 14 0.10 100 1 175 155 146 136 120 113 1 78.7 099 126 143 h-80 1 0.85 18 0.18 HardrePaneM 5l16 48 Common 6 2X4 wood Here -Fir 24 0-15 147 134 121 114 103 94 31.3 07 OAS 1.03 11580 1 0115 1.4 0.18 20 147 130 119 114 101 92 31.3 0.7 09 1.06 1 0.85 1.4 0.113 25 147 127 116 114 98 90 31.3 0.7 0.94 1.12 1 0.e5 1.4 Fla 30 147 124 114 114 96 89 31.3 0.7 0.98 1.16 t 0e5 1.4 0.18 35 144 123 113 112 95 87 31.3 073 1.01 1.19 1 0.85 1.4 0.18 40 141 121 112 109 94 86 31.3 0.76 1.04 122 1 0.85 1.4 0.16 45 139 119 110 108 92 86 31.3 0.785 1.065 1.245 1 GAS 1.4 0.16 50 137 118 106 91 31.3 o 67 1.09 127 1 0.85 1.4 0.18 117 105 91 31.3 O a3 1.11 129 t 085 74 0.1eFIE1351341161039031.3 0.85 1.13 1.31 1 0.85 1.4 0.18 100 111 86 31.3 0.99 128 1.43 hs60 1 0.65 1.8 0.18 HardrePanel® 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 h980 1 GAS 1.4 0.18 20 182 160 146 141 124 113 47.7 0.7 0.9 108 1 5.as 1.4 0.18 25 182 157 144 141 121 111 47.7 0.7 0 84 1.12 1 0.85 1.4 0.18 30 182 154 141 141 119 109 47.7 0.7 0.98 116 1 095 1.4 0.18 178 151 139 138 117 108 477 0.73 1.01 1.19 1 0.85 14 0.18 174 149 138 135 116 107 47.7 0.78 1.04122 1 O.aS 1.1 0.78 172 147 136 133 114 106 47.7 0.765 1.055 1245 1 0.e5-1.4 0.18 169 146 135 131 113 105 47.7 O.Bt 1.09 t.M 1 O.eSt1 O.taM4016714443412011210447.7 0.63 1.11 129 t 0.aS-1.4 018 165 143 133 128 ill 103 7.7 0.e5 1.13 131 t 0.85 14 0.18 137 121 114 106 94 88 477 0.99 1.25 1.43 1n60 1 0.85 1.6 0.18 HerdiePanal® 5/16 48 4d, 0.091 in. shank X 0.225 in. HD X 1.5 in long ring shank nag 4 edge 8 field 2X4 wood SQO.36 16 144 131 119 112 101 92 30.0 0.7 us 103 hs80 1 0.85 14 0.18 20 144 127 116 112 98 90 30.0 0.7 0.9 1.08 1 0.85 1.4 018 25 144 124 114 112 96 88 30.0 0.7 0.94 1.12 1 O.e5 1 4 0.la 30 144 122 112 112 94 87 30.0 0.7 0.98 1.16 1 085 1.4 0.18 35 141 120 111 109 93 86 30.0 0.73 1.01 1.19 1 0.85 1.4 0.18 40 138 118 107 92 30.0 0.76 1 04 1.22 1 Fes 7.4 Eta 45 136 117 105 91 30.0 0785 1.055 1.245 1 0.85 1.4 0.16 50 134 116 104 89 30.0 0.81 1.09 127 1 0.85 1.4 0.16 55 132 114 103 89 300 0.83 1.11 1.28 1 0.85 1.4 016 60 131 113 101 88 30.0 0 aS 11373 1 1 0.85 14 0.16 100 30.0 0.99 1.28 1.13 1u60 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-2686-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@Djameshardle.com 201518C, 2017 F8C 20151BC, 2017 FBC Allowable, Ultimate Allowable, Nominal Design Wind, Speed, Design Wind, Speed, V.l6 V.Ws 3-second gust mph) 3-second gust mph) Applicable to methods spedfied m (201518C, 2017 FBCI Section 1609.L7. as determined by Figures 1608.3(1).(2), or 3)• Applicable to methods atredfied in Exceptions 1 through 3 or 1201518C, 2017 F8C) Section 16091.1 Coefficients used in Table 6 calculations for V,e Wind exposure categary Wind exposure category Siding 1(, Product Product Thickness inches) Wkith inches) Fastener Type Fastener Spacing Frame Type Stud Spacing inches) Budding Heigh?- feet) 8 C 0 B C 0 towable Design Load PSF) ErD B Fxp C Eton O Ka I K. I GC. GC,i 0-15 198 180 163 163 139 126 5aA 07 0.65 1.03 h980 1 0.65 1.4 0.16 HardiePanel® 114 48 Mur. No 8 X 1 in. long X 0.323 in head diameter Ale hebuglehead screw' 6 Min. No. 20 ga. 33 mg) X 3.625 in. X 1.375 in metal stud 16 20 198 175 159 153 135 123 56.6 0.7 0.0 1 06 1 0.85 14 0.18 25 toil 171 157 153 132 121 566 07 0.04 1.12 1 0.a5 1.A 0.10 30 198 167 154 153 130 119 58 6 07 0.96 1.18 1 0.85 14. 0.16 35 194 165 152 150 128 lie 56.6 0.73 1.01 1.19 1 1 4 018 40 190 162 150 147 126 116 566 0.76 104 1.22 1 1.4 0.18 45 187 161 148 145 124 115 56.6 0.785 1.065 1245 1 1.4 0.10 50 184 159 147 143 123 114 566 081 109 1.27 1 1.4 0.16 56 182 157 146 141 122 113 566 063 1 11 1.29 1 1.4 0.18 60 180 156 145 139 121 112 56.8 OAS 1.13 1.31 1 1.44085-14- 01fle 0.18 100 149 132 124 115 102 96 SBA 0.e9 126 143 tta80 1 1.6 D 16 a -is 146 132 120 113 102 93 30.6 07 085 103 h980 1 1.4 0.1E HardiePanelt 1/4 48 Min. No 8 X t In, long X m heat diameter ribbed bugle head screw" 6 Min. No. 20 ge. 33 mg) X 3.625 tn. X U75 in metal stud 24 20 146 128 117 113 99 91 306 07 0.9 1.08 77 1 4 25 146 126 115 113 97 89 30.8 0.7 0.94 1.12 1 1 4 0180.323 30 146 123 113 113 95 88 30.6 0.7 0.08 t.t6 t t 4 0.18 35 143 121 112 110 94 86 30.6 0.73 1.01 1.19 1 0 e5 1.4 0.18 40 140 119 110 108 93 85 308 0.76 1.04 1.22 1 0.11S 14 0.18 45 137 lie 106 91 30.8 0.795 1.065 1245 1 OAS 1.4 0.18 50 135 117 105 90 30.6 0.81 1.09 1.27 t o.a5 1 4 0.18 55 134 116 104 90 30.8 083 1.11 1.29 1 0.85 1.4 018 60 732 115 1 1 102 89 30.6 095 1.13 1.31 1 0.85 14 0.1E 100 30.8 0.99 1.26 1.43 h-60 1 085 1.8 0.18 HardrePenel® 5/16 48 ET&F 0.100 it knurled shank X 1.5 in. long in. X headheed diameter lastenerz 4 edge 6 field Min. No. 20 ga. 33 mill X 3.625 in. X 1.375 in metal stud 16 0-15 198 180 163 153 139 127 56.7 07 0.95 1.03 hs6O 1 085 14 0.1E 20 198 175 160 153 135 124 56.7 0.7 0.9 1.05 1 0 85 1 4 0 16 25 198 171 157 153 132 121 56.7 0.7 0.94 1.12 1 0.85 1.4 0.18 30 198 167 154 153 130 119 56.7 0.7 098 1.16 1 0.85 1.4 0.18 35 194 165 152 150 128, lie 56.7 0.73 1.01 1.19 1 85 091,1100-1-1- 1 1.4 0.18 40 190 163 ISO 147 126 116 56.7 076 1.04 1.22 1.4 0.19 45 187 161 149 145 124 115 56.7 0.785 1.065 1.246 1.4 0.18 50 104 159 147 143 123 114 55.7 0.81 1.09 1.27 1.4 0.18 55 182 157 146 141 122 113 56.7 0.83 1.11 1.29 t.4 Ole 60 180 156 145 139 121 112 567 0.85 1.13 131 1.4 O.te 700 1 149 132 124 175 102 96 58.7 0.99 128 7.43 Ita60 1 0.85 t.a o.te ET6F 0.100 Irk. knurled Min. No. 0.15 153 139 126 116 107 98 337 0.7 0.85 t.03 h580 1 0.85 1.4 0.18 20 153 135 123 118 104 95 33 7 0.7 0.9 108 1 0.05 1 4 0.18 25 153 132 121 lie 102 94 33.7 0.7 0.94 1.12 1 0.85 1.4 018 30 153 129 119 lie 100 92 33.7 0.7 0.98 1.16 1 0 a5 1.4 0.18 HardiePeneW 5/16 48 shank X 1.5 in. long head X in. heed diameter pin fastener" 4 edge 8 field 20 ga. 33 ml) X 3.625 in. X 1.375 in metal stud 24 35 ISO 127 117 116 99 91 33.7 0.73 1.01 1.19 1 OAS AA 018 40 147 125 116 114 97 90 337 0.76 1.04 1.22 1 OAS 1.4 0.18 45 144 124 115 112 96 89 337 0.785 1 065 1.245 1 0.85 1.4 0.18 50 142 122 113 I la 95 88 33.7 0.81 1.09 1.27, 1 OAS 1.4 d to 55 140 721 113 109 94 87 337 083 t.tt 1.29 1 0.85 AA 0.18 60 139 120 112 107 93. 87 337 Oils 1.13 1.31 t 0.E5 14. O.tB 100 115 89 337 099 1 126 1 0.85 1.8 Ole r. auewra sitar Pertermie uie rncrm 1ra11m9 al Icnat uwoo iwu uweaua. 2. Knurled shank pins shag penetrate the metal framing at least 114 inch. 3. Building height - mean roof height (in feet) 01 a building, except that eave height shag be used for roof angle 0 less than or equal to 10* (2-12 root 4. V. = ultimate design wind speed 5. V_ = nominal design wind speed 6. Linear Interpolation of building height Is 60 ft) and wind speed is permitted. 7. Wind speed design assumptions per Analytical Method in ASCE 7-10 Chapter 30 C6C Pan 1 and Pen 3 Ka=1. Kd=0.85, GC,=-1.4 (h960). GCp=' LIMITATIONS OF USE: 1) Fastener pullout must be evaluated when installed a spaces of wood studs other than that which was tested. 2) In High Velocity Hurricane Zones (HVHZ) install per Miami -Dade County Florida, NOA 17-0406.06 Florida Building Code Online Page 1 of 2 09 BCIS Mome lop In I User Registration Not Topics Submit Surcharge scats & facts I Publications FBC Staff I SM Site Map Unkt I Search j dbor(ii0ii, a Product Approval USER• Public User Product Approval Menu > Product or Application Search > Apoikatlon List > Application Detail r FL # FL12194-R6 Application Type Revision Code Version 20.17 Application Status Approved Comments Archived G 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 G 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 V Validation Checklist - Hardcopy Received Certificate of Independence Fl t 2 94 R6 COI ALCIS001 3 2017 FBC Evaluation Report 04 T4 Soffits final.odf Referenced Standard and Year (of Standard) Standard AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code Year 2009 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwd)quk24AUC%2fE... 2/1 /2018 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 09/06/2017 09/06/2017 09/13/2017 12/12/2017 12/15/2017 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 R6 II ALC15001.3 2017 FBC Evaluation Reoort 04 T4 Soffits final.odfApprovedforuseoutsideHVHZ: 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 R6 AE ALC15001.3 2017 FBC Evaluation Reoort 04 T4 Soffits final.odf Created by Independent Third Party: Yes Contact Its •: 2601 81air Stone Road. Tallahassee FL 12199 Phone: a50-487.1924 The State of Florida i5 an AA/ECO employer. Cuovrieht 2007-2011 State of Florida. •: Privecv Statement :: Accessibdiry Statement :: Refund Statement Under Florida taw, 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 mall. If you have any questions, please contact 850 487 1395. 'Pursuant to Section 45S.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address If they mhaveone. The !alls 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 clip[ here . Product Approval Accepts: M e: tr. Ciedi? _Caf`d- https://www.floridabuilding.oralprlpr_app_dtl.aspx?paratn=wGEVXQwtDquk24AUC%2fE... 2/ 1/2018 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1. 1709.10 Properties: Wind Resistance REFERENCES gn!L Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to'ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK EM TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS ALUMINUM COILS, INC Soffits 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" 04 Soffit Preformed nominal 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 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 15 CEMER VENT 16' SOLID PANEL 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 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. ALC15001.3 FL12194-R6 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 MIMI 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, 6'" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. R. pS'J% _ 2017.09.01 Q — No 74021 ('—' 10-.06.18 35 STATE OF •41/Z _04f0 0 t T••.'°4 ID P, : Zachary R. Priest, P.E. R Florida Registration No. 74021 1 NA ` 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 (8 pages); 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3 The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to 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 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location Location 11 Location c. 16" Q4 Soffit —16-inch o.c. Fastener Fastener Location Location ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" 04 Soffit — 8-inch o.c. Fastener Fastener Fastener Location Location Location l 1 1 ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang wilh F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J4 Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved S stems for 24-inch Overhang with F-Channel 24J-# Approved Systems for 24-inch Overhang with J-Channel Apptyndix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x 0.072-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 340.0 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 nail 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 head dia. trip 48- 48 16-inch spaced 8-inch o.c. and securing each panel lap nail spaced 64.2 inch o.c. ALC15001.3 FL12194-R6 Page 2 of 8 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 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap 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 soffil to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width ps1) 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 staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 353.3 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 staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 44nch o.c. and securing each finishing nail with min. 3/16- 353.3 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) in. 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 325.6 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- t27 16F-4 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. inch head dia. trip nail 36A spaced 24-inch o.c. spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 3 of 8 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 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 staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- t43.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced 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.t/4-inch crown x 1- 1-inch leg staple spaced 4-inch 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3/16- 343.3 spaced 16-inch o.c. 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 Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch 16J-1 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch long x 0.072-inch dia. x 23.6 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 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 Apoendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 80/-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. 3116-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 vnlh min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One ( 1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 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 g0/ 24F- 2 12- inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 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 staple 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 BO/ 24F- 3 12- inch Masonry inch long T nail rafter with one Wood l legstaple spaced B- 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. 3 FL12194-R6 Page 5 of 8 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall nolify 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 crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- Ohe (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One ( 1) min. 1.75-inch each panel lap 16-inch o.c. 24- inch o.c. x 0.072-inch diameter finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga. 1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One ( 1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F- 5 16- inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16- inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. ALC15001. 3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits ApOL-ndix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16 inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report Is provided for Slate of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughoul 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) Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga.'%_ One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch 1) min. 2:25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. 360 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1.75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each balten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1-inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga.'%- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. railer with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. 353.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/16-inch head spaced shank nail inch o.c. ring shank nails toe- One (1) min. 1.75- lap 16-inch o.c. 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each ballen/rafler nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SwEMs section of this report for additional installation details of a selected system and maximum design pressures hmilations. 12F-1 & 12 F-3 No. I Installation Detail min. 3/8" head din. nail with min. Im" engagementlfor woo9'substrate) or mitt. 0..097" .11a. T-natl or stub natl with mtn. 5/8" Angagamant(for cotacreve Qr block 9ubstrace),, spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) FASCIA LIP 1 /4" STAPLE •SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. L-PAINTED S.S. 1 3/44" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 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 SOFFIT STAPLE OPEN RAFTER 3/4" is 1/4" ' ' DIAMOND PATTERN DETAIL12s. 1USINGCROWNSTAPLES \ I A DIAMOND ecrvtn+/ j St S i PATTERN FACIA BOARD ` FASCIA CAP 12F-2 3/4" X 1/4" CROWN FACIA BOARD B" i —3/4" TRIM NAIL STAPLE ON CENTERT—.F* 1-3/4" TRIM NAIL PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 48" FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR3/4" X 1/4' DOWN CROWN STAPLE SOFFIT_ max. 12=inch span WOOD SOFFlT SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001.3 FL12194-R6 Page 2 of 12 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. 12J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 3/4' X 1/4- CROWN STAPLE '24- ON CENTER USING A DIAMOND PATTERN ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER sTAPUES , SOFFIT STAPLE D'ST ' 1 DIAMOND PATTERN FACIA BOARD %% i El moo• rctvEu+/+ DETAIL XIAPLES r FASCIA CAP 3/4' X 1/4' CROWN STAPLE 'B' ON CENTER 1-3/4' TRIM NAIL CHANNEL 1-3/4- TRIM NAIL PAINTED S.S. GcreMed to do[tit PAINTED S.S. 48" 1/2" x 3/a`head O.C. diameter nctex, 15" o.c. WOOD OR BLOCK SUBSTRATE SOFFIT -max. 12-inch span FACIA BOARD FASCIA CAP 3/4- X 1/4' CROWN STAPLE SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 3 of 12 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. GREED{ TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J' 1RIM NAIL FASCIA BOARD PAINTED S.l. FASCIA CAP SOfFIT CROWN STAPLE OPEN RAFTER FASCIA BOARD N DA S/6' I•NLR 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP, REFER TO SOFFIT I FASCIA WAR F' CHANNEL SOFFITi MAX. 16' SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. [ Installation Detail 16F-3 Min: 3/9" head Ilia, nail with min. IN" engagement(foc wood suhsttate) di' min. 0.697" di.a, T-nail or stub nail witty min. .S/q*.' ongagement(for concreto or, block substratn), spacad so not -A above, FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) CHANNEL wood.. doncrote pr Block W FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. LPAINTED S.S.- 1 .3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product allribules that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Lj s ` SOFFIT STAPLE OPEN RAFTER 3/4- x 1/4-1 , DIAMOND PATTERNIIDETAICROWNSTAPLES' 1` I 1 USING ADIAMOND --++dl I ire' tv[a/ sr s / PATTERN FACIA BOARD / FASCIA CAP 16F4 3/4' X 1/4" CROWNJTRIMMLFACIA BOARD 8' 1 STAPLE ON CENTER 1-3/4' TRIM NAIL PNELCANBEPAINTEDS.S. 48" INSTALLED FASCIA CAPWITHTHE; 0 C: NAILING FLANGE UP OR 3/4' X 1/4' DOWN. CROWN STAPLE SOFFIT -max. 16-inch span WOOD ST SUBSTRATE SOFFIT & FASCIA D ETAI L ALC15001.3 FL12194-R6 Page 6 of 12 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA [AP SOFFIT 1'.I' CROWN STAPLE OPEN RAFTER FASCIA BOARD t'rt' (Rown--\ STAPLES SOFFIT & FASCIA US016 A DIAMOND DETAIL 16F-2 $ PATIERN; REFER 10 SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP; REFER TO SOFFIT L FASCIA OCIAP 8- F' CHANNEL 3/8 SOFFIT; MAX. fs- SPAN W SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 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. 16J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER 3/0S 1wem ` SOFFIT STAPLEES OIST - i DIAMOND PATTERN FACIA BOARD 1` I ( 3/6'T,a,C DETAILS / i 3/4" x 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 3/4" X 1/4' CROWN FACIA BOARD STAPLE "B" CENTER 1-3/4' TRIM NAIL 1-3/4' TRIM NAIL PAINTED S.S. PAINTED S.S. 48' FASCIA CAP O.C. 3/4' x 1/4' CROWN STAPLE soFFrr-max. 16-inch span WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for Stale of Florida product approval under Rule 611320-3. The manufacturer shall notiy 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' TRIM NA0. FASCIA BOARD PAINTED S.S. 1-r{- CR01/ ttI FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN; REFER TO 1*4' CROWN STAPLE Soffit SIAPLE DIAMOND PATTERN DETAIL 1 t- TRIM NAZI FASCIA 60ARD PAINTED S.S. SOFFIT 8 FASCIA DETAIL 24F-1 8 24F-4 1-4- CROWN STAPLE --- FASCIA CAP; REFER 10 SOFFIT 1 FASCIA \ OETA0. Nominal t- 3/0' Ballen AnthonrhoreIfd t ItoSOFFIT: MAX, 26' I I 1F-ENAIINEI ra Ratrilh one ld Ring Shank Nall of WOOD SUBSTRATE ererT Rafter / SOFFIT STAPLE DIAMOND PATTERN ALC15OO1. 3 FL12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G2O-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 11' TRIM HAIL FASCIA BOARD PAINTED S.S. t 1-1- SMOOTH SHANK I FASCIA CAP ROOF HAILS SOFFIT 1'r1- CROWN STAPLE 11' TRIM NAB. FASCIA BOARD PAINTED S.S. SOFFIT FASCIA 24F-2 & DETAIL 24 F-5 1'r1' CROWN STAPLE FASCIA CAP; REFER 10 SOFFIT 1 FASCIA OETAB. Nee4nal 1'12' SYP Balton Anchored to SOFFIT; MAX. 2V F-CHANNEL Ranert vllh one 7d Ring Shank Nail At every Raller WOOD SUBSTRATE ALC15001.3 FL12194-R6 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 t' TRIM IIAII FASCIA BOARD PAINTED S.S. ILGA i' T-HAILS FASCIA CAP SOFFIT I'tl' CROWN STAPLE 1 rRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24F-6 1-4- CROWN STAPLE FASCIA UPr REFER TO SOFFIT R FASCIA DETAIL Nominal 1'12' SYP Batten Anchored to SOFFIT: MAX. 2l' F-CNAIIIIEL Reflect with one 7d Ring Shanty flan at every Rafter MASONRY ALC15001.3 FL12194-R6 Page 11 of 12 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1f' TRIM NAR FASCIA BOARD PAINTED S.S. 1'.1' CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND' PATTERN; REFER TO CANTILEVEREDt CROWN STAPLE1TERSOFFITSTAPLERAFTERR DIAMOND PATTERN DETA0. FASCIA BOARD SOFFIT & FASCIA 1 ]RIM NAIL PANIIED S.S. DETAIL 24J-1 r I-wj' CROWN STAPLE. 24J-2 FASCIA CAP; REFER TO SOFFII I FASCIA DETAIL 8^ \ Norldnal 1' i 2' SYP ballena acabbad between ratters and SOFFIT; MAX. 21' 3/8'1 1-OIANIIEL secured with one (1) 7d dag I 1Ishanknailsnalghl-nailed thmugh the rover into Ina and WOOD SUBS iRATf of the nanen or Iwo (2) Td ring shank nave loa•nalled on either side of the batten of [he ballerklmner Inter'3ection SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 12 of 12 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 DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, If. 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 604 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. Vu„ is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. 8. Projects voth 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 V 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. ALC15001.3 FL12194-R6 Page 1 of 4 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 C 1: :'r •; yc.• .L,... 0'4:;i';3` '•:'i"` iY,r, '.{i e : r ..3_ _ .7 - _ •r . a 67: .a;4 jje,s#. r,,,rDesiUn Wind, (69k res:ffir; Soffit§ in`•Expdsli e 6,=..,..,. .ac- S'L..••Y'tibi`'iv lac^Ja°P;:.+.•S 7?`'i:3.:- t,_>•,. ;;_. _i);<t_:: r;' t,- T- •C' t ::_;;= s Mgan 4s>; A `r`Ti ;s+/:!Rs' tt.r c.• n•x....n. t3tiYn: rc . v':>.>1:.,a:•;Basic Winti.S' eed: m hs;'?!C.<,r:sa9'cr T• f3uildirig TYf?e- Iw. , q Zone ` 4 fir r } Roof .y 120+;tx*``140. a. r , - = : ,wn t 4' ;1>^ , r ti, jet. r; 160 rr r 170.g[ 3 jw180 y'200f,.. y' lQ:L : ft 150;a+` 3'k+nt1L'rt; 7: y !ir .190: rs f vkF•ir+ i':HG, s e`r n r!i r 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 1 -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 16.9 192 21.7 24.3 27.1 30.0 30 10.8 127 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 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001 3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C R.::;;;;: ::- "_ <-•":'-" u ='".D'esi n.Win_d'P essiiFes for x,r`:?r s':;;;•n ;.r ,..=:;^ --:::Y..s-, Soffitsin•Ez osiire;C ,r.".,•" `.: --' , .x: 7_ itv _ _.,Basicy, ,.K.n:• Buildln l e' YP='•,. z ,, i i• i 4 Fiei' v tMeaii f;; Roof. fit: ft is '• ys'!%r +,e*` tst.;.. - •c; •+ 120 `Si130 . • i•y',14U , f 'r . _, x Wind S eed: 160°,•1s • 150 ? K. a 9•;•, 'ac rrilh 4.y.. ej,» 1:70 ly ie {!` S•- : > :;:ti - z:.=, :-xi,•,•3. r - ;, c. 180 .. n y Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 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 5 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 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 Enclosed 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 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 1 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 1 31.0 35.0 39.2 43.7 48.4 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall noliy 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 t.-.._. f-. 1F. ;7.- - a .•-3 iY- , l t:•c:' l'i ••1 •.,e,.i.5.?•"%i%e +;•9'•.1.:;*•: .I, a"',:\:. ;'r-L!y4+l-i•i•,`;+ sDesignWlntl,P._ressu es.for. Soffits ir. Building. K" i Yf::Mean y: Roof' Wei Fit: ft x M ,d;' E:P ,?.•..;,?'r.- ,.ti•.4 ;+F:Q,W e;•.. BaSIc VViiid Seed m" tl +,t1'P.yr'Mc„•y•L:ti;_ - ,;/I• ttinil.`; •} . art_.. t 120k ' s;- is rcrc• ; ' >txti ec •'<• ;= t '- 7,,,Y.+ hr":s'y. Jix}ip•?a:•: r,K:A. ii:_';. a 5-•.«,ir,.?ys, s 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 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 1 49.1 54.4 60 20.2 t 23.7 27.5 31.6 35.9 40.5 45.4 1 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/8" J-Channel 3/4" —I 1/8" HEM TI 3/4" 3/8' ISOMETRIC VIEW 3/E- PROFILE ISOMETRIC VIEW 3/!- PROME ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC S 3/4" 7/81, 1/8" HEM 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit o2rr,•r 012s?W 18" BLANK*- 3, 8. PROFILE 2 V!' W D1DDDD DDDD DDDDo s DDDD DDD-DD D D D D ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall noliy CREEK Technical Services, LLC of any product changes or quality assurance changes throughoul the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREED{ TECHNICAL SERVICES, LLC 12" T4 Soffit 3 1/8" 7/8" 1 3 1/8" 7/8" 1 3 1/8" S/16" 1/2" 1/2" 1/2" 1/2" 1/2" 3/4" 1/8" 1/8" 3/8" 02VTVF O.12rTVV. 13.75" BLANK 3/8" PROFILE 060000 000 00000= ooa iooa 0000 ALUMINUM COILS, INC Soffits Appendix D END OF REPORT ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Florida Building Code Online Page 1 of 3 Business ProfesfionN`Re'qulation SCIS Home I tag In i User Reg.strabon Hot Topics Submit Surcharge suits G Facts ; Publications Fac stall SCIS Site Map Links search lorida j.4 ;:a Product Approvalr xxae rr,a. USER: Public User 1`a bran Product Approval Menu > Product or Application Search > Application List > Application Oetell FL # FL7006-R10 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer IKO Industries, Ltd Address/Phone/Email 40 Hansen Road South Brampton, NON -US L6W 3114 708)496-2800 Ext200 rmetzOOI@tampabay.rr.com Authorized Signature Robert Metz rmetzOO1@tampabay.rr.com Technical Representative Bob Metz Address/Phone/Email REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727)776-5261 rmetzOO1@tampabay.rr.com Quality Assurance Representative Don Shaw Address/Phone/Email IKO Industries LTD 120 Hay Rd. Wilmington, DE 19808 717) 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 141 Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ASTM D3161 modified to 110 mph 2016 ASTM D3462 2010 ASTM D7158 Class H 2O11 ASTM E108 2011 Equivalence of Product Standards Certified By https:Hw,A,w.floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQwtDgse7mYBd2b3 K... 2/6/2018 Florida Building Code Online Page 2 of 3 Product Approval Method Method i Option A Date Submitted 10/08/2017 Date Validated 10/30/2017 Date Pending FBC Approval Date Approved 11/01/2017 summary of Products FL # Model, Number or Name Description 7006.1 Cambridge, Cambridge HD, Laminated architectural fiberglass asphalt shingle Bdtmore and Biltmore HO 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 HVH2: Yes FL7006 R10 C CAC Letter - ASTM D3161 letter - (9-26- 2017) from FM.odfApprovedforuseoutsideHVH2: Yes Impact Resistant: N/A FL7006 R10 C CAC Letter - ASTM D3462 letter - (9-26- 2017).odfDesignPressure, N/A Other: FL7006 R10 C CAC Letter - ASTM E108 letter - (9-26- 2017).odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R10 II IKO-187-02-01 Letter - Installation Instructions for FBC FL7006.odf Venfied By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.2 Hip and Ridge 12 Cap This is a 12" x 12" fiberglass asphalt shingle used to cover the hip and/or ridge of an asphalt shingle roof system manufactured at IKO's Kankakee, IL, Toronto, Ont. and Brampton, Ontario plants. Limits of Use Certification Agency Certificate Approved for use in HVH2: Yes FL7006 R10 C CAC ASTM D 3462 - Shinale letter Approved for use outside HVH2: Yes Surveillance Audit Location - (6-28-2017).odf Impact Resistant: N/A FL7006 R10 C CAC Letter - ASTM D3161 letter - (9-26- 2017) from FM.odfDesignPressure: N/A Other: FL7006 R10 C CAC Letter - ASTM D3462 letter - (9-26- 2017).odf FL7006 R10 C CAC Letter - ASTM E108 letter - (9-26- 2017).odf Quality Assurance Contract Expiration Date 12/31/2020. Installation Instructions FL7006 R10 II Hio and Ridge Cap Shinale Installation lnstructions.odf FL7006 R10 I1 IKO-187-02-01 Letter - Installation Instructions for FBC FL7006.odf Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: 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-HVH2: Yes FL7006 R10 C CAC Letter - ASTM D3161 letter - (2.:. - 2017) from FM.odfApprovedforuseoutsideHVH2: Yes Impact Resistant: N/A FL7006 R10 C CAC Letter - ASTM D3462 letter - (9-26- 2017).odfDesignPressure: N/A Other., FL7006 R30 C CAC Letter - ASTM E108 letter - (9-26- 2017).odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R10 II IKO-187-02-01 Letter - Installation Instructions for FBC FL7006.odf FL7006 R10 11 Roofino-Prod ucts- Lead ino-Edoe-Plus- Application - EN(1).odf Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: https:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3 K... 2/6/2018 Florida Building Code Online Page 3 of 3 7006.4 Marathon Plus AR, Superglass Plus AR Limits of Use Approved for use in HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: N/A Other: 3 tab fiberglass asphalt shingle manufactured at IKO's Brampton, Ontario, Hawkesbury Ont., Toronto, Ont.; Sylacauga, AL and Kanakakee, IL plants Certification Agency Certificate FL7006 R10 C CAC Letter - ASTM D3161 letter - (9-26- 2017) from FM.odf FL7006 R10 C CAC Letter - ASTM D3462 letter - (9-26- 07. df FL7006 R10 C CAC Letter - ASTM E108 letter - (9-26- 2017).odf Quality Assurance Contract Expiration Date 12/20/2020 Installation Instructions FL7006 R10 II IKO-187-02-01 Letter - installation Instructions for FBC FL7006.Ddf Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: Back Next Contact us .: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 8SO-487-1824 The State of Florida is an AA/EEO employer. Coovnoht 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: RRXI E_ Credit Cafd Safe https://www. floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3 K... 2/6/2018 CONSTRUCTION MATERIALS TECHNOLOGIES October 27, 2017 IKO Industries, Ltd 120 Hay Rd. Wilmington, DE 19809 Re: FBC FL7006 Sir(s), PRI Construction Materials Technologies has completed a technical review and attached sealed shingle instructions in compliance the 2017 Florida Building Code. This review was completed based on the receipt of following evidence from IKO Industries, Ltd: 1) IKO Shingle Application Instructions — 3-Tab Shingles EN-3Tab_Appins_8AGXEFS-2012-11_reformatted 2013-02-rev07/13-Florida) 2) IKO Laminated Shingles Application Instructions EN -Laminated Appins_8TTEFS-2012-04_reformatted 2013-02-rev07/13-Florida) 3) IKO Hip and Ridge 12 Application Instructions EN-HipandRidge12 3HRTri-2013-08_reformatted 2013-08) 4) IKO Leading Edge Plus Shingle Application Instructions EN-3LEP-Tri-2012-06_reformatted 2013-03) 5) ASTM D3161 Test Report (FM Approvals Project No. 3040947) The attached instructions should be used in conjunction with the published manufacturer's application instructions and applicable code. In the event the instructions conflict, these instructions shall govern. Statement of Independence: PRI Construction Materials Technologies and/or Duc T. Nguyen, FL P.E. do not have nor plan to acquire a financial interest in any company manufacturing or distributing products for which the test reports are issued. C/ Signed: //3/// C Signed: Brad Grzybou/ski Due T.Mu en Managing Director Florida ReM ered.Professional Engineer P. E. Number: 66034 Date: October 27, 2017 Date: October 27, 2017 Attachments: A) IKO Shingle Application Instructions - 3-Tab B) IKO Laminated Shingles Application Instructions C) IKO Hip and Ridge 12 Application Instructions D) IKO Leading Edge Plus Application Instructions IKO- 187-02-01 PRI Construction Materials Technologies, U.C. 6412 Badger Drive Tampa, FL 33610 Tel. 813-621.5M Fax- 813-621.5840 e-mail. materialsteshng@pncrntcom WebSne' http•1AWAv.pricmLcom IKO Installation Instructions for Asphalt Shingles Page 2 of 5 IKO Shingle Application Instructions — 3-Tab Shingles ASTM D3161, Class F — IKO Marathon 25 AR and CRC Superglass M25AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC. UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (600) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-5/8". STEEP SLOPES SEAUNG STRIP • • • • — i61/E' 7 I I 61IJT t- NAILS NAILS 00 NOT NAIL INTO OR ABOVE THE SEALING STRIP PRI Construction Materials Technologies, I.I.C. 6412 Badger Dnve Tampa, Ft. 33610 TO 813-621.SM Fax. 813-621.5840 e•mal: matenalstestmg@pricmt.com webSite. http:/A~.pnant.com IKO Installation Instructions for Asphalt Shingles Page 3 of 5 IKO Laminated Shingles Application Instructions ASTM D3161, Class F — Cambridge, Cambridge HD, and CRC Biltmore AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ' ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC. UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed in the nail line 7-3/8" below the top edge, approx. 1" and 13" in from each end. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (600) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-7/8°. 61 NAIL LINE NAILING - STEEP SLOPES APPLICATION Use so(nails as shown rElr rl CEMENT PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PRI Construction Materials Technologies, U.C. 6412 Badger Onve Tampa, FL 33610 Tel. 813.621.5M Fax. 813-621-5640 e-mail. matedalstesting@pricmLcom WebSite: httpJMMvra.pncmLcom 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 CONJUCTIO.N WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide. These shingles are designed for a 5 1/8" (130 mm) exposure. (For a neater appearance, the top of each side of each piece has been factory trimmed on a 1" (25 mm) taper (see drawing). Bend each piece over the hip or ridge, and nail 5 5/8" (143 mm) above the butt edge 1" (25 mm) in from each edge, exposing each piece 5 1/8" (130 mm). Apply hip pieces starting at the lower end of the hip, working up toward the ridge. On hip roofs, apply ridge pieces starting at each end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end opposite to the prevailing wind direction and continue to the other end. Note: To obtain a three-dimensional effect, (which is recommended, but not required), apply hip and ridge shingles double thickness by stacking 2 pieces on top of one another, the lower piece extending about 3/4" (19 mm) further than the top piece (see diagram). The final shingle should be set in cement, and the exposed nail heads of the final shingle should be covered with cement. Prior to application in cold weather, storing the shingles in a heated area will allow for easier bending. NOTE: SHINGLES MUST BE APPLIED PROPERLY. THEY ARE DESIGNED FOR USE AS HIP AND RIDGE SHINGLES ONLY, AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS. WE ASSUME NO RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POOR APPLICATION OR FAILURE TO PROPERLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS. REVIEW ALL APPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS, AND REQUIREMENTS PRIOR TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS. oo o _ mmt TAPER CUT nt 1 PPo Construction Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621.SM Fax- 813-621.5840 e-mail: materialstesting&WLcom WebSite: http.1A ww.pricmLoom IKO Installation Instructions for Asphalt Shingles Page 5 of 5 IKO Leading Edge Plus Application Instructions ASTM D3161, Class F — IKO Leading Edge Plus) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. 1. Apply any underlayment, eave protection, valley flashings, or drip edges to roof deck as required. 2. Each 39 3/8" x 131/4" (1000 mm x 336 mm) IKO Leading Edge Plus strip is perforated lengthwise for separation into two (2) shingles. Take one IKO Leading Edge Plus strip and fold flat at perforation to separate. 3. Take one of the separated shingles 39 3/8" x 6 5/8" (1000 mm x 168 mm) and remove approximately 20"(500 mm). Install this shingle on the lower left corner of the roof deck, granule side up, with the factory installed sealant adjacent to the eaves. The shingle should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge and 1" (25 mm) in from each end. 4. Take the leftover 20" (500 mm) piece shingle. Rotate the piece and align it vertically up the rake edge with the factory installed sealant adjacent to the outer edge of the roof. The shingle should overhang the rake edge by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with fasteners located 3" to 4" (75 mm to 100 mm) from the rake edge and 1" (25 mm) in from each end. 5. Repeat Steps 3 — 4 for the right lower corner of the roof deck. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" (9 mm) diameter heads, long enough to penetrate through plywood or 3/4" (20 mm) into boards. Use 4 nails per shingle placed 3" to 4" (75 mm to 100 mm). from the eave edge and approximately 1" and 13" (25 mm and 330 mm) in from each end. 6. Apply full-length IKO Leading Edge Plus shingles to the remaining eave edges of the roof deck. Install the shingles granule side up with the factory applied sealant adjacent to the eaves. The shingles should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingles to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge, 4 nails per shingle. 7. Apply roof shingles as per the instructions printed on each product's package. Make certain the first course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus. In this way, the sealant on the IKO Leading Edge Plus shingles will adhere to the first -course field shingles and help keep them from lifting in high winds. PRI Coneauction Matenals Technologies, U.C. 6412 Badger Dnve Tampa, FL 33610 Tel: 813.621-5M Fax. 813-621-5840 e-mail. maienalsteshng@pricmLcom WehSne: http:/Mwww.pdcmLcom Florida Building Code Online Page 1 of 2 WIN- a • e BUS Home I Log In User Registration Hot Topics Submit Surcharge Stats 6 Facts i Publications PBC Staff j SCIS Site Map I Unks Search Florida Product Approval T USER. Public User r Product Aooroval Menu > Product or Application Search > Application use > Application Detail FL # FL15216-113 Application Type Revision Code Version 2017 Application Status Approved Comments Archived 0 Product Manufacturer InterWrap, Inc. Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@interwrap.com Authorized Signature Eduardo Lozano elozano@interwrap.com Technical Representative Eduardo Lozano Address/Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano@interwrap.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 13 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 09/30/2019 Validated By John W. Knezevich, PE C Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FI IS2t6 R3 COI 2017 01 COI Nieminen.odf Standard ASTM D1970 (tear) ASTM D226 (physicals) Year 2015 2009 https://vArww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yV VKJZ 1 Q... 2/6/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products r I Method 1 Option D 10/10/2017 10/11/2017 10/15/2017 12/12/2017 FL # Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use in HVH2: No FLIS216 R3 II 2017 10 FINAL ER INTERWRAP RHINOROOF FL15216- R3.odfApprovedforuseoutsideHVH2: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports FLIS216 R3 AE 2017 10 FINAL ER INTERWRAP RHINOROOF FL15216- R3.Ddf Created by Independent Third Party: Yes Bads Ne=t Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone, 850-487.1824 The State of Florida is an AA/EEO employer. Cooynoiit 2007.2013 State of Florida.:. Privacy Statement •: Accessibility Statement :: Refund Statement Under Flonda 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 mad 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), Flonda Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, 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: w _ Cr6dh Card Safe https://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgv3y V VKJZ IQ... 2/6/2018 Q0TRINITYIERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada SS1)S74-2939 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140S10.02.12-R3 FL1S216-R3 Date of Issuance:02/17/2012 Revision 3:10/10/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 61h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report 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 Evaluation Report consists of pages 1 through 3. Prepared by: O:yS?tlSf •: s I : gA'sOr=•W Robert J.M. Nieminen, P.E. 5;',:ti;;. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 10/10/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. VTRINITYIERD ROOFING COMPONENT EVALUATION: 1., SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the following sections of the 61h Edition (2017) Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section 1507.1.1, T1507.1.1 1507.1.1 3. REFERENCES: gatily ITS(TST1509) ITS(TST1509) ITS(TST1509) PRI (TST5878) ITS (QUA3673) 4. PRODUCT DESCRIPTION: Properties Standard Unrolling, Breaking Strength, Pliability ASTM D226 Tear Strength ASTM D1970 Examination Reference Physical Properties 100539395COQ-006 Physical Properties 100539395COQ-002 Physical Properties 100539395COQ-006 ASTM D1970; Tear strength OCF-330-02-02 Quality Control Service Confirmation Year 2009 2015 Date 10/27/2011 10/27/2011 03/14/2014 10/03/2017 09/30/2017 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment available in 42-inch wide rolls, and can be produced in various other sizes; meets FBC 1507.1.1 (Exception). S. LIMITATIONS: 5.1 5.2 5.3 5.4 M 5.6 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. This Evaluation Report is not for use in FBC HVHZ jurisdictions. Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. Allowable Roof Covers: TABLE,1. ROOF CORER'OP.TIONS + ;i 'wf ."Xr.:t<t' k Asphalt Wood Shakes Slate or Underlayment Shingles Nail -On Tile Foam -On Tile Metal Shingles Simulated Sla,tte,` y; RhinoRoof U20 yes,' a,•,ti Exposure Limitations: RhinoRoof U20 shall not be left exposed for longer than 30-days after installation. Exterior Research and Design,LLC. Evaluation Report 140510.02.12-113 Certificate of Authorization #9S03 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL15216-R3 RhinoRoof Underlayments Revision 3: 10/10/2017 Page 2 of 3 Q0_rPuN1TY1ERD 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. z ^fir '" F f.1 ' 2 .,,; L• Y t. T . 'y7 •. sfi:3RhinoRoof!U20g} !(.: n.ra•..w... .•vi" Y•'i c 'Y'J •. •lw.h^..7tw`:•. 1 6.3.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed, taking into account the wider sheet - width for double -layer applications. 6.3.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.3.2 Single Laver: Roof Slope > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Laver: 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Qingdao, China 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc. — QUA1673; (608) 836-4400 END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 140S10.02.12-R3 Certificate of Authorizotion #9503 6r" EDITION (2017) FBC NON-HVHz EVALUATION FLiS216-R3 RhinoRoof Underlayments Revision 3: 10/10/2017 Page 3 of 3 Rhinafoof® U20 Synthetic Roofing Underlayment RhinoRoof• U20 Installation Instructions RhinoRoof' U20 is an air, water and vapor barrier and therefore must be installed above a properly ventilated space(s). Follow ALL building codes applicable to your geographical region and structure type as it is considered a vapor barrier. DECK PREP: Protrusions from the deck area must be removed and decks shall have no voids, damaged or unsupported areas. Deck surface should be free of debris, dry and moisture free. USE: RhinoRoof' U20 must be covered by primary roofing within 60 days of application. U20 is designed for use under; asphalt or synthetic shingles, metal in residential applications, and cedar shakes that have been primed. APPLICATION: For slopes from 4:12 and higher RhinoRoof• U20 is to be laid out horizontally (parallel) to the eave with the printed side up. Horizontal laps should be 4" and Vertical laps should be 6"and anchored approximately 1 " in from the edge. For low slope applications it is recommended to overlap 50% plus 1 ", for complete definition of low slope and guidelines consult authorities having jurisdiction. U20 product is not recommended for slopes less than 2:12. The use of roofing hammer, pneumatic air or gas driven fastener tools is acceptable. The use of straight edge cutting knives is recommended. FASTENERS: For same day coverage with primary roofing RhinoRoof' U20 can be anchored with corrosive resistant 3/8" head x 1 " leg roofing nails (ring shank preferred, smooth leg acceptable). The use of every other anchoring location printed on the product is also acceptable. If U20 will be left exposed for up to 60 days the product must be anchored with 1 " plastic or metal cap smooth or ring shank roofing nails and anchored in all locations printed on the facer. DO NOT USE STAPLES: the use of staples to penetrate RhinoRoof' U20 will void warranty. ANCHORING: All anchoring nails must be flush, 90 degrees to the roof deck, and tight with the underlayment surface and the structural roof deck. Where seams and joints require sealant or adhesive use a low solvent plastic roofing cement meeting ASTM D-4586 Type 1, or Federal Spec SS-153 Type 1 such as Karnak, Henry, DAP, MB, Geocel or equivalent. Acceptable alternatives are butyl rubber, urethane, and EDPM based caulk or tape sealant. EXTENDED EXPOSURE: If RhinoRoof' U20 product will be exposed longer than 24 hours and up to 60 days then product must be attached to the structural roof deck using a minimum 1 " diameter plastic or metal cap roofing nails (ring shank preferred but smooth leg acceptable). Miami Dade approved tin tags/metal caps are also acceptable, and it is recommended for best performance to use with the rough edge facing up. For extended exposure it is always recommended to anchor do every printed position on the facer. RhinoRoof' U20 is not designed for indefinite outdoor exposure. For extended exposure conditions where driving rain or strong winds are expected it is recommended to take additional precautions such as doubling the lap widths. Alternately or in addition to a compatible sealant could be used between the laps or a peel and stick tape could be applied to the overlaps. CAUTION - READ GOOD SAFETY PRACTICES BELOW Good safety practices should be followed on steep slope roofs, such as use of tie -offs, toe boards, ladders and/or safety ropes and personal body harnesses. Follow OSHA guidelines. Slip resistance may vary with surface conditions from debris that accumulates, weather, footwear and roof pitch. Failure to use proper safety gear can result in serious injury. Depending on roof pitch and surface conditions, blocking may be required to support materials on the roof and is good safety practice. Remember to seal the nail holes after removing blocking. InterWrap® Roofing Products Division Charleston, SC • Vancouver, BC • Mission, BC • Montreal, QC low Web: www.InterWrap.com/roofing I E-mail: info®interwrap.com MEMBER c` Toll Free: 888 713 7663 1 Tel: 778 945 2888 Florida Building Code Online Page 1 of 2 SCIS Nome I Log In User Registration ! Hot Topics Submit Surcharge Scats & Fags It Publications ( FBC Staff SCIS Site Map Units Search Florida pr Product Approval f • • USER: Public UseraD[ mac• a s Product Approval Menu > PrDDutt or ADDIiUnon Search > Application Lis t > Application Oetall FL # FL16994-RS Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Southeastern Metals Mfg. Co. Address/Phone/Email 11801 Industry Drive Jacksonville, FL 32218 904) 696-4682 jhkelsey@semetals.com Authorized Signature Jeremy Kelsey jhkelsey@semetals.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System 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 UL LLC Quality Assurance Contract Expiration Date 12/20/2020 Validated By Locke Bowden G Validation Checklist - Hardcopy Received Certificate of Independence FL16994 R5 COI SEM14001 5a 2017 FBC Eval Report Off-Ridoe Vent final.F Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1503.5 1709.2 Product Approval Method Method 2 Option B https:H,AnAmA,. floridabuilding. orglprlpr_app_dtl. aspx?param=wGEVXQwtDgvB wYu9TrZN... 2/6/2018 Florida Building Code Online Page 2 of 2 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products r 09/26/2017 10/10/2017 10/15/2017 12/12/2017 FL # Model, Number or Name Description 16994.1 Off Ridge Vent 4-ft, 6-ft, and 8-ft off ridge vents for use with asphalt shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL16994 RS II SEM14001.5a_2017 FBC Eval Report Off - Ridge Vent final.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: +0/-18 Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL16994 RS AE SEM14001.5a 2017 FBC Eval Report Off- Ridoe Vent final.odf Created by Independent Third Party: Yes 16994.2 Tile Off Ridge Vent 4-ft, 6-ft, and 8-ft off ridge vents for use with clay or concrete tile Limits of Use Installation Instructions Approved for use in HVHZ: No FL16994 RS II SEM14001.5b 2017 FBC Eval Report The Roof Vent final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: +0/-9 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FL16994 RS AE SEM14001.5b 2017 FBC Eval Report Tile Roof Vent final.odf Created by Independent Third Party: Yes Back Nex 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 lew, email addresses are publicrecords. If you do not want your e-mail address releasedinresponse t0 a public -records request, d0 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 emails provided may be used for oKWI communication with the licensee. However email addresses are public record It you do not wish to supply a personal address, please provide the Department with an email address which can be nude available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick he e . Product Approval Accepts: MEpr G M Credh Card'— Safe. https:H,A,ww.floridabuilding. org/prlpr_app_dtl.aspx?param=wGEVXQ,ArtDgvBwYu9TrZN... 2/6/2018 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6T" EDITION (2017) Manufacturer: Southeastern Metals Manufacturing Co., Inc. (SEMCO) Issued October 10, 2017 11801 Industry Drive Jacksonville, FL 32218 800)874-0335 http,//www.semetals.com Manufacturing Plant: Jacksonville, FL Quality Assurance: UL LLC (QUA1743) SCOPE Category: Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Code Sections: 1503.5. 1709.2 Properties: Roof Ventilation REFERENCES Enti PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) Zachary R. Priest, P.E. (CREEK Technical Services) PRODUCT DESCRIPTION Report No. Standard Year SEM-029-02-01 ASTM E 330 2014 SEM-031-02-01 ASTM E 330 2014 SEM14003 Calculations 2014 Off Ridge Vent: Minimum 26 ga. ASTM A792 or ASTM A653 CS Type B steel; Shall conform with FBC Section 1503.2 Maximum dimensions of the vent are 24-inch wide x 102-inch long x 4.25-inch high. Vent is available in nominal 4-ft, 6-ft and 8-ft sizes. SEM14001.5a FL16994-R5 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC PRODUCT APPLICATION Southeastern Metals Manufacturing Co, Inc. Off Ridge Vent Deck Type: Minimum 7/16-inch APA span rated OSB sheathing or 15/32-inch APA span rated plywood sheathing for new and existing roof deck (Deck shall be designed by others in accordance with FBC requirements). Roof slope: Minimum 2:12 Installation Height: Maximum 33-ft Roof Cut -Out: 2.5-inch wide x 42-inch opening for the nominal 4-ft vent 2.5-inch wide x 66-inch opening for the nominal 6-ft vent 2.5-inch wide x 90-inch opening for the nominal 8-ft vent Attachment Method: Cut-out opening as prescribed above into the sheathing located a minimum 6-inch off the ridge. For a single vent, install the vent as close to the center of the roof length as possible. Multiple vents should be evenly spaced along the roof length. Remove interfering shingle nails around the perimeter of the opening and any debris prior to placing vent. Apply ASTM D 4586 or ASTM D 3409, Type I roofing cement/mastic to the underside of the perimeter flange to continuously surround and seal the flange. Position the vent over the opening in the roof sheathing. Slide the top and side flanges of the vent underneath the shingles and allow the bottom flange to lie on top of the shingles. Attach the vent with #9 x min. 1.5-inch HWH screws with 0.5- inch sealing washers or min. 12 ga. x 1-1/4-inch ring shank nails with min. 3/8-inch diameter heads having sufficient length to penetrate through the sheathing a minimum of 3/8-inch. The fasteners shall be located 1-inch from the edge of the flange and 5 5- inches o.c. along all four sides of the vent. All loosened shingles shall be adhered down with roof cement/mastic. When nails are used to attach the vent, all penetrations through the vent flange shall be sealed using ASTM D 4586 or ASTM D 3409, Type I roofing cement/mastic. Allowable Roof Coverings: Asphalt shingles Maximum Design -13.5 psf for 4-ft and 6-ft vents Pressure -18 psf for 8-ft vent Pressures calculated using 2:1 margin of safety per 1504.9 SEM14001.5a FL16994-R5 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. Southeastern Metals Manufacturing Co., Inc. CREEK OH Ridge Vent TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is outside the scope of this evaluation. 2) This report is not for use in the HVHZ. 3) The roof deck and deck attachment shall be designed by others in accordance with the FBC. 4) SEMCO vents shall be installed in strict compliance with this evaluation report and the manufacturer's published installation instructions. In the event of conflict, the more restrictive installation shall be enforced. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris All fasteners in the deck shall be checked for protrusion prior to installation. 6) Installation of the roof assembly is outside the scope of this evaluation. 7) SEMCO vents are intended to provide passive ventilation for an enclosed attic in residential construction applications 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 61h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. 011111 a 1111" P9,Y R. p 9 G? • G E IV S ' ,'. 1,Q;••' , F , >. No 74021 33 STATE OF 41 C? . N A ,.. CERTIFICATION OF INDEPENDENCE 2017.10.10 12, 10:29:43 Zachary R Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor willacquire, a financial interest in any other entity involved in- the approval process of the product. END OF REPORT SEM14001.5a FL16994-RS Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. N1L,kM1-DADE COUNTY MIA MI-DADS PRODUCT CONTROL SECTION 11805 SW 26 Street; Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidad"ov/economy Southeastern Metals Manufacturing Company, Inc. 11801 Industry Drive Jacksonville, FL 32218 SCOPE: This NOA is being issued under the applicable rules 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 of the Florida Building Code. DESCRIPTION: Weather Vent LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. 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 renews and revises NOA No. 08-0423.01 consists of pages 1 through 3. The submitted documentation was reviewed by Juan E. Col lao, R.A. NOA No.: 13-0814.08 MIAMI•DADE COUNTY Expiration Date: 04/15/19 Approval Date: 01/23/14 Page 1 of 3 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Ventilation Material: Steel Minimum Slope: 2:12 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Manufactured by Test Product Applicant Dimensions Specifications Description Weather Vent Vent: 4-'/2" x 19" x 46" TAS 100 Galvanized metal roof vent Deck Flange: 24" x 52" Thickness: 0.0217 inch. MANUFACTURING LOCATION 1. Jacksonville, FL EVIDENCE SUBMITTED Test Agency PRI Asphalt Technologies, Inc APPROVED APPLICATIONS: Deck Type: Deck Description: System Type A: Cutout: Installation: Net Free Area: Wood Test Identifier TAS 100 ICC-ES AC132 15/ 32" or greater plywood or wood plank Mechanical attachment of vent for shingle roofs Test Name/Report Date SEM-002-02-01 08/ 14/03 SEM-027-02-01 01 /07/ 14 Mark a 3'/z" x 46" opening centered between layout lines and aligned minimum 6 inches from the ridge. Set blade to thickness of sheathing and cut opening. Brush away sawdust and debris. Vents should be evenly spaced on the rear slope of the roof. Center vent in opening and set it in a 1/8" thick of an approved ASTM D 4586 asphalt roofing cement. Secure vent -to the roof deck with 1-'/," galvanized ring shank roofing nails spaced approx. 8" o.c. and 1" from the outside edge of the flange. Use a minimum of 18 nails per vent. Seal all nails and vent flange with an approved ASTM D 4586 roofing cement. (See drawings herein). 99 square inches. NOA No.: 13-0814.08 Expiration Date: 04/15/19 Approval Date: 01/23/14 Page 2 of 3 LIMITATIONS: 1. Refer to applicable building code for required ventilation. 2. ,Weather Vent shall comply with the manufacturer's current published application instructions and the requirements set forth in the applicable building code. 3. This acceptance is for installations over asphaltic shingle roofs only. 4. Weather Vent shall not be installed on roof mean heights greater than 33 feet. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 6. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo, city, state, and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below: MIAMI•DADE COUNTY DRAWINGS ROOF FLANGE NAIL PLACEMENT END OF THIS ACCEPTANCE NOA No.: 13-0814.08 Expiration Date: 04/15/19 Approval Date: 01/23/14 Page 3 of 3 r- - CITY OF SANFORD BUILDING 6 FIRE PREVENTION y PERMIT APPLICATION r rn o. Application No: moti`' Documented CORstrucfiOn Value: S 1 0 .. , 1 cI i Historic Distrlei: Yes O No JobAddress: _ - - Resident m,,,,,, t.1 n l """"'Ls{` Parcel lD: t—I TypeofWork: N,,G-AdditioB AlterstIO Repatr Dcmo(:) Ch 00fusco Move Description of Work: 1 Pao Review Contact Person: Phone: Fall Emag Proporty Owner Information Phone: Name Resident ter roperry7: street: City, sate Zip: Contractor Information A Jr KlirPhone: 3/=i/O3dU3 r.l 932 Name J . nrS'TTir d.l Fas: Sheet: I al••_.._. No.: F/` i i nt5 UJ8 City, Satezlp- rvt 6/ S'ILj3 Sate License Archltoct/Enpinear Information Phone: Name: Fax: Street: mall: City, St, Zip: Bonding Company: Mortgage Lender. Address: Address. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR Z FOR PAYING RECORDMUSTBEED AND POSTED ON TUE Jo SITE BEFORETHE FIRST INS ECTIO`I. S TO YOURPROPERTY. A NOTICE 01' COMMENCEMENT P YOU INTENDTOOBTAINFINANCING. RECORDED CONSULT WT171YOUR LrNDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Applitad. is b= W made m ot-W a pemdt m do tka wak and ilnml,u m meet aaatdnds of ddul tRns Ie aE i 10a commenced prior m dr I umnle ors permit and ow JI walk will ter ldiod is the }IwdWim IundnrraadChataaaparaupermNmanarvoarnudforAealrinlwork. Flumkapalpn, wdh, P foresees. toilers, hasten, tanks, and air eeadldeaen. ne. FBC I43.1 SMS be 1MtAW was, me "a ofappllndw sad ran ads Is ems u Hr a One: A W41sa ppNl Floods a.uaW Cade f -APO- 0-,pm 1- 30,2015 a- taums of this Pap1e• dwe m y b sddntmud RU i0WM .wliable m dlit PmPrstr ds ttur ee - ued ftoto cde anme°41 atiiss use u vav In addition m die f & t. b b add'uioul9'a""' osstt bard m teepbt.cdIVA leeetds of feu eteysl a--. msnsae°te+°dlPricW wma atctrs. Retaus ofttodda l.kn lAv,fSl11. I. v Ate,.... o(permU if ..vtfwtioa tw 11 notify dw otrtta of 11m PmPar °f rgeileeCiryo[ Se°ford Rpuba PaY°m° ota pW Rtrie'• W a Ott,time a<Pamit submttul. A aPY olds eeeated oottuas a R4p1 and .rill b eotnldaed tM u maW ODnr1(rstbn value of the lob a dte time otwbmimlt.6aied on tb ewRm 'CC Vtduation TttWe in efat a tits tine tiro Pam° b usud, isnM. m eslalaa a PV° ra— a a0 1 ea""M n valor. value vdd b fiNtad oR tb executed oomnst used tb easeTeeecatalvdloalteonl4taae+ SMuld alculated tlwfaa Ita°ted Ilhope rpplwd to Y°°r Pen"'t fw wAan ttu Pa'nittt iswrd. Q S App[OAVIT: i certify that all of the foregoing information is accurate and ihnt all work will be done in compliance with all applicable laws regulating eonstrdtlloa a oing. Sdeaauast aaCaasadMe' tMM+ IurO. es/nP+'tIW' ' y ealletery.a aflaldt ll . OwnertAgOnt is —pen ooauy Knows t° Me Of .. ptothsed U) Type OLD 7-- T5? rA t ColaracmdAgtat is ly KOO— to 4h." produced m . BELOW IS FOR OFFICE USE ONLY PlumbingO GOO RoofQ permits Requlred: Building El -cau Midwi 0 Flood Zodet Occupancy Use: — CooslruMino • Ijrpei r— Nof Stoda: Ft of Bld Min. Occupancy Load: TAtal Sy g• Plumbibg = M of Fiaturet New Construction: Electric - 8 of Amps-- Fire Alarm Permit: Yes Q• No Fire Sprinkler Permit: Yen No M df Heads — Vf1LMES: WASTE WATER: . — APPROVALS: ZONMG:• BUILOMG: ENGWCERING' FIRE: COMMENTS: tvse Apo— i. w.as 1-10.3110 DHIpNSDN CONTRACT. 1.ECiRIC - - AGRE19MENT o. IQQ NA: DATE. y! IR01 T PROM TI(OWN6RORFDSAORI: Q=m= ELECTRICAL CONTRACT RBVISSD PARK SQUARE HOM3?S ImC LEVEL l — WITH CPL BULBS p.= GASMLECTRIC mg=: $200 VINUAND RD Uee ORLANDO nett I•L ORLANDO a&=FL : SANFORD CONTRACTOR/OWNER: DATE: EOMONSON ELECTRIC: DATE: - M 1034 SUpjet Road. Tamoa.fL FJ6T none( ^19 :.07=:1e17191 P9S16. .tdmnso aoanccon, T UNIVERSAL UES Project No: 0110.1700817.0000 Workorder No: 9373150-1 tuENGINEERING SCIENCES Report Date: 4/27/2018 Consultants In: Geotech nical Engineering • Environmental Sciences Geophysical Services • Construction Materials Testing • Threshold Inspection Building Inspection • Plan Review • Building Code Administration / S 3532 Maggie Blvd, Orlando, 32811 • P: 407.423.0504 . F: 407.423.3106 _ ` ( J eG/ 7 In -Place Density Test Client: UES )technician: Alberto Aguirre 5200 Vineland Road, Suite 200 ADate Tested: 04/27/2018Orlando, FL 32811UProject: ff Wyndham Preserve, House Lot Testing ra Area Tested: Lot 20 3824 Saltmarsh Loop Type of Test: Material: Native Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Bottom of Footing Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range aximum Density per ptimum Moisture 1%1 Field Dry Density per Field Moisture 1`%) Soil Compaction 1%1 Native Depth inch) Pass or Fail 1 North Footing 0-1 ft 106.8 10.6 108.2 9.7 101 N/A Pas: 2 West Footing 1-2 ft 106.8 10.6 107.0 9.9 100 N/A Pas: 3 South Footing 1-2 ft 106.8 10.6 106.2 10.1 99 N/A Pas: 4 Southeast Corner Of Pad (TOF) 1-2 ft 106.8 10.6 104.4 10.9 98 N/A Pas: 5 1 Northwest Comer Of Pad (TOF) 2-3 ft 1 106.8 10.6 1 106.8 1 10.6 1 100 1 N/A I Pas: Remarks: (TOF)=TOP OF FILL . TA nMnhl:..h n .n..b.nl nnn/nnl:nn In 1 /n:..n...nl•n nl:nn/.. li.n O..MI:n n # n --fi.n.. nll .nnnA.. n nn nnnfann/:nl n.r.n %, ni n..r nl:nnln nn'/ n../Anri n{:nn DESCRIPTION AS FURNISHED: Lot 20. 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); Wlnderweedle, Haines, Word & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America BRISSON AVE (R/W VARIES) S 00*19,09" E 40.00' to'lRuFFER. WALL. WDSCAPE. k SIDTIL EASEMENT — 29.80' 20.80' I LOT 20 I s.oG• r4.i a -• ar: a LOT 21 p ^ O 5.00' a FORMBOARO to OFOUNDATION ro M OfFOR N LOT 19 o FORM AVERACE N C4 •r' 30.61' co r4 15.20' 25.20• 10, UTIL I -cur.. 1be 327.21' P.C. e.e.) S 00'19'09" E 40.00' SETBACK AS FURNISHED FROM - 25'(1) 0(.0' e SIDE 5 LOT) M1e 7.5' (60' LOT) 10' (76' LOT) SIDE SiREEr . s' ' 11 a) LOT) SAL TNARSH L OOP5' (40' LOT) 25' FRONT SETBACK CAN BE REDUCED PRIVATE ROAO)(WIDTH WOES) 10 20' ON CERTAIN LOTS NO MORE MAN PLOT PLAN AREA CALCULATIONS IN UCCESSION AT 20- AN A MINIMUMOF (2) SN SUCCESSION At SD TOTAL LOT AREA 4,800• t SOUARE FEET PROPOSED • FINSNEO SPOT GRADE ELEVATIONS FLArWORK ON/OFF LOT . TOTAL t SQUARE FEET FLAFWORK PER DRAINAGE TITANS 4 DRIVE 40J/ t10• 5t3 ! SQUARE FEET FWNOATIOH/PAD 1,70 f SQUARE FEET SQUARE FEET V . PROPOSED DRAINAGE FLOWSPRO WALKS IGO/ 200. 300 t SQUARE FEET REAR PATIO 103 f FROM PORCH DECK 72 A SOUARE FEET LOT TYPE A p Soo Z37V 130 • Z501t SOLARE FEET POOL DECK N/A 2 SOUARE FEET PROPOSED F.F. PER PLANS n 30 0' Q NOrC FRONT SI°[wAlx AHO snnrr LwAMW TAKM FROM PANS PROW= IW CUENT • NOT FIELD VCR61m CRUSLjvAf 'YLER-SCOTT & ASSOC., INC. - LAND SURVEYORS Ica" - LU'O 5400 E. COLONIAL OR. ORIAN00, fL. 32807 (407)-277-3232 FAK (407)-658-14J6 P . olAr rai • POW? a 1"mml V. : W&I.M 0Z : t o RV01tt tYN.nit rec • PW a f00906 C f AIOOL I. II[ IMEOIILIgv No /R m GFRIIIY not IM amy "M ME smams or Aft4m wr 1OTM W ns now mm a' wlar vrt sLRLEram Mo aL•?IEAJ M Oa.PIP aF.l? /IaROo MOO61MtA[ GEOE IIAEYVN ro Yeloav .720t1 fIOMW tNnc Cx . GDCKIt 10ANxf as . "KAL 1. P. 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U)KMii : aAft s4 T. 49141= W &M 4S%NW OAtW AND OM f-C W DO- As " &&~ (a aJ NW4 . 1RN"Mx a ORDK r panARE S= OI MQDVmL fWWW Lt"M WnQ W 187a olatm UUMIMM MUM EMWw • UTUTr 0- re. : A00 IRK s LERMAT W ALMORWIM Ih 4" Gn • COCR[iT stOb SCALC o— 1• . 20'— ORAMN ar. giAi° f rAvroAc oarF __ dF11Plm • OR001 NA a' Y : i,Tyyrlro' PLOT PLAN 12-IJ-201? 5E20-17 nWUS* ARO rOUMOATION/ELEVS. 4-W-fa 7844-IE Gl MAI KMR' NORTH INK AKDMC\PROPERr1 DOES t101 Ur NTlIIIN µ4- 714 rME MASWHIV fOO TEAR AMD PIANE As PER 71RM• x u AaOt ONE 1. MAP / 1211YOOM r (09-22-07) r I% CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION F D Application No: r / Documented Construction Value: $ Job Address: 1 7 11'!%`f zvu, Historic District: Yes No Parcel ID: Residential Rl,, Commercial Type of Work: New [A Addition Alteration Repair Demo Change of Use Move Description of Work: Plum 14,WN . 4' "tu_i S '( Plan Review Contact Person: Phone: Fax: Name Street: City, State Zip: Email: Property Owner Information Phone: Resident of property? : Contractor Information Name is (64 (e- t6"4 uI v I Ce1 Phone: Street: 106 S O Fax: City, State Zip• S ,lTUcJ , FL 3 `1 7 7 I State License No.: Name: Street: City, St, Zip: Bonding Company: Address: ArchitectlEngineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5t° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as 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 requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ]CC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID e of ateSignatu Print Contractor/Agent's Name ti C FEr I,14ti; i Signatur6yf NotaryS. to of F o ida t DalC •p lnt 7 2 tcf r co O ; 9FF 120855 Contractor/Agent is Personally Produced 1D Type of ID _ BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: COMMENTS: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: Permit Application Revised: June 30, 2015 CITY OF SANFORD BUILDING 8t FIRE PREVENTION PERMIT APPLICATION Application No: ! Documented Construction Value: S 4420.00 Job Address: 3824 Saltmarsh Loop Historic District: Yes No Parcel [D: 17-20-31-502-0000-0200 Lot 20 Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Install new 2.5 ton HVAC system with duct work Plan Review Contact Person: Paula Bagley Title: Permit Clerk Phone: 407-975-2762 Fax: 407-629-9307 Email: permitting@onestopcooling.com Property Owner Information Name Park Square Homes Phone: 407-529-3000 Street: 5200 Vineland Rd #200 Resident of property? City, State Zip: Orlando, FL 32811 Contractor Information Name One Stop Cooling & Heating, LLC Phone: 407-975-2762 Street: 7225 Sandscove Court Fax: 407-629-9307 City, State Zip: Winter Park. EL 32792 State License No.: CAC 032444 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be Inscribed with the date of application and the code In effect as of that date: 511 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 be done in compliance with all applicable laws re Signature of Owncr/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID information is accurate and that all work will histructipn and zoning. Kevin Stine Print Contractor/Attent's Name Signature Date KELLY WEBSTER Notary Public . State of Florida COmmiselon #t FF 978034 My Comm. Expires Apr 4, 2020 Contractor/Age t Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: 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: ENGINEERING: COMMENTS: UTILITIES: WASTE WATER: FIRE: BUILDING: Revised: June 30. 2015 Pemtit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county. and there may be additional permits required from other governmental entities such as water management districts, state agencies. or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owncr/Agent's Namc Signature of Notary -State of Florida Date Co q// $ t ct ASignatureofCgent D: e Print Contractor/Agent's NgMe m. O IREB June15.2= owdedlaWNyA&ft Owner/Agent is Personally Known to Me or Contractor/Agent is _/ Personally Known to Me or Produced ID Type of 1D Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: January 1. 20 18 Permit Application FIRE INSPECTIONS CITY OF SANFORD 407.562.2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE a 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Application Number . . . . . 18-00000817 Date 6/05/18 Application pin number . . . 870921 Property Address . . . . . . 3824 SALTMARSH LP Parcel Number . . . . . . . . 17.20.31.502-0000-0200 Application type description NEW SINGLE FAMILY HOME - DETACHED Subdivision Name . . . . . . Property Zoning . . . . . . . PUD Application valuation . . . . 199208 Application desc noc on file Owner Contractor PARK SQUARE HOMES PARK SQUARE HOMES 5200 VINELAND RD SUITE 200 ORLANDO FL 32811 407) 529-3000 Structure Information 000 000 --------------------- Construction Type . . . VB Occupancy Type . . . . . . RESIDENTIAL USE GROUP Flood Zone . . . . . . . . NONE Other struct info . . . . . ELEC - # AMPS 150.00 PLUMBING FIXTURES 16.00 NUMBER OF STORIES 1.00 SQUARE FOOTAGE 1915.00 Permit . . . . . . MECHANICAL PERMIT -RESIDENTIAL Additional desc . . Phone Access Code 1054816 Permit pin number 1054816 Sub Contractor ONE STOP COOLING & HEATING INC Permit Fee . . . . 70.00 Issue Date . . . . 6/04/18 Valuation . . 4420 Expiration Date . . 12/01/18 Qty Unit Charge Per Extension BASE FEE 70.00 Special Notes and Comments All projects within the City shall use WastePro for debris removal. Please contact WastePro at 407.774.0800. Normal hours for inspections are from 7:30 through 4:30 Monday through Thursday. Please be aware you must contact the Building Official to schedule a Friday or after hours inspection. This is required since not every inspector is licensed to do every type inspection. Communication is the key, so please contact the Building Official if you have any questions at 407.688.5058 or at dave.aldrichosanfordfl.gov Water impact fee $1343.00 Sewer impact fee $3025.00 Other Fees . . . . . . . . . 01-APPLCTN FEE -ELECTRIC 25.00 01-APPLCTN FEE -BUILDING 25.00 01-APPLCTN FEE -MECHANIC 25.00 01-APPLCTN FEE -PLUMBING 25.00 01-BLDG PLAN REVIEW 600.00 02-CURB CUT/DRIVE - S/F 40.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED. CITY OF SANFORD CUSTOMER RECEIPT*e Oper: BLANDA Type: OC Drawer: 1 Date: 6/05/18 81 Receipt no: 135772 Year Number Amount 2018 3824 SALTMARSH LP17 SANFORD, FL 32773 BP BUILDING PERMIT RECEIPTS 99.88 AC 057503 Tender detail CC CREDIT CARD $99.80 Total tendered $99.88 Total payment $99.00 Trans date: 6/05/18 Time: 12:53:55 15 lightyears, Inc 776 Bennett Drive Longwood, Florida 32750 June 1, 2018 To: Local Building Department RE: Blower Door Test & Duct Leakage Test Reports To whom it may concern, 18,81-7 151ightyears This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing. The attached forms were provided by the Florida Building Commission as the accepted forms to be submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through R-80 (page numbers 159-161). Web link provided for quick access to the TAM document https:/Itinyurl.com/2017FBC-TAM These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401.2, Prescriptive, Performance, and Energy Rating Index (ERI) paths. We are working with building departments across Florida to standardized the form submittal process and would like your department to allow these forms to meet compliance. If there are any issues with accepting these forms, please reach out to me directly and I will ensure that we submit any specific form that you will require. Tim Smith (407)-951-3236 tsmith@151ightyears.com Respectfully, 2 Timothy ith 15 Lightyears, Chief Operations Officer Energy Technical Advisor RESNET Quality Assurance Designee IECC Residential Energy Inspector/ Plans Examiner Member, Building Officials Association of Florida Member and Code Development Committee participating member. Also, representative to the Florida Building Commissions, Energy Technical Advisory Committee for the BOAF- CDC Envelope Leakage Test Report (slower Door Test) Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: aG Sc.n c( Permit#: _ l Job Information Builder: "f Community: Lot: 20 jsa v-x Address: Nto Lac Unit: City: State: `, Zip: Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method OPRESCRIPTIVE METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g. (50 pascals) in Climate Zones 1 and 2. PERFORMANCE or ERI METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACH50. ACH( 50) specified on Form R405-2017-Energy Colc (Performance) or R406-2017 (ERI): 106( a — X 60 = _ I Z S = S. b Method for calculafing building volume- CFM( 50) Building Volume ACH(50) O Retrieved from architectural plans PASS ( Mechanical Ventilation is not required) • Code software calculated PASS ( with Mechanical Ventilation) O Field measured and calculated FAIL R402. 4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure or 0.2 inch w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section SS3.993(5) or (7), Florida Statues, or individuals licensed as set forth in Section 489. 105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the parry conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. S. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. Testing Company Company Name: 15 Lightyears, Inc Phone: (855)438-1515 1 hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: - Date of Test: 6 • • 7 JlB' Printed Name of Tester: Au ankenship License/ Certification #: J87RSA Issuing Authority: RESNET Copy of License / Certificate of the tester must be attached) Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: r• Permit #: '1 - Job Information Builder:. wr 1 GC Community: r ` LKot: ZA Address: "3 Unit: City:, State: Zip: Z 713 Duct Leakage Test Results System 1 cfm25 System 2 cfm25 System 3 cfm25 um of any dditional systems cfm25 Total of all systems cfm25 OPrescriptive Method cfm25 (Total) To qualify as "substantially leak free" Qn Total must be less than or equal to 0.04 if air handler unit is installed. If air handler unit is not installed, Qn Total must be less than or equal to 0.03. This testing method meets the requirements in accordance with Section R403.3.3. Is the air handler unit installed during testing? YES () [:]NO ( ) Performance / ERI Method cfm25 (out or Total) To qualify using this method, Qn must not be greater than the Qn proposed duct leakage Qn specified on Form R405-2017 or R406-2017. Total of all Total Conditioned systems Square Footage Leakage Type selected on Form Qn specified on Form R405-2017 R405-2017 (Energy Calc) or R406-2017 (Energy Calc) or R406-2017 PASS62 ro use/ _ 0 Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), Florida Statutes. Testing Company Company Name: 15 Lightyears, Inc Phone: (855) 438-1515 I hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the compliance method selected above. Signature of Tester: i Date of Test: Printed Name of TesterV Austin Blankenship License/Certification #: J87RSA Issuing Authority: RFSNFT Copy of License / Certificate of the tester must be attached) L 0 a) 6 LL z N W Certificate of Achievement THIS ACKNOWLEDGES THAT Austin Blankenship HAS MET THE STANDARD REQUIRED BY RESNET, AS A CERTIFIED RATING FIELD INSPECTOR Certification Date: 05/07/2018 Certification Expires: 05/07/2021 R F I # J87RSA 2 Tim Smith, RESNET Quality Assurance Designee 15 ears RESNET QA Provider # (1998-199) Envelope q8 e ope leakage Test Report (Blower boor fail)212anlcic'rltlnl IW511"Olive, performance of ERI MQthod Carn ?IIUtice 2017 Florldil Ouilding Code, Energy ConsQnreUon, 61h tidlti®r1 S Ilulalllrllon y , S .`f i Perrnit t Q_ SQ11 I I)11111If!1 ., Jr3i ,.,,J rMII.L'y (.111 n f+au _.}. , .. .....'- c« --=x •- = _ ._ r.s..-.. »ITI Inl' At'f11rlQhe ' 1( 'WI VUl t - 1 Alr I.hllktty, 1'a l Nea illlt nnerp •want lotto"Mrsiw, "* Afl farl? r711 , j- ... -.:__: v_:...., y. .....>,:--._. _ _ . ; .ate o. , . --..r - _; - -- -_ .: '. > 4 J 1-AF11 Alto ql 1 NMt fhb IntNlrt -q tlreetlad qGt td t e t 1'J tt sti ll t r hfq.` ail 4ale;att k{i1 d K e. ;a-ttf k I t.f ihu-p.gIq.,fuwts,apest Oft .dn1ttph».Mlf a 1A1UWatQ 1"d D P14U Q1IMANCI. of fill idl Mob- Yltu t At 00% o+ OPOM0 p tau tt>tsi M t dw hs*" dr 1CMtwo- = J r • _ i !ri .A II C tf elr!_ig title %air- tt=tl Al's llcm v4tcta Al clown OR Mft 11f1010-Mi 0 afel of 44M 101sRtticAt Wbtr wl lkrdtl'6rft1/N V t OP# +!IIAt OW Go soft #An A 4 #4kw M 04010n 10" dr Sol"'AV l e MR awn r no .t "`.`.ealllrlmtW It nud+:+a: C1M('7Qf iQ airy VWWf"Q ACM50) 0 ROlt oWl tram AtlhAai4tfsl nlrr_9 aI' A`i5 (Mew1Wnll-.s1 Vw4ft%-A is nA r"U*4d) • CO M %e tward r ltr diced I' A ,1i (a-tth N:rEtrW"-, t VanlltpLion) I Ail O ilr4) fl ttawreA erKl t.tltulArAf! 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VW* tie open A I ticttu rhnry Iran t•0tt:7 t % toWit"ma tyOnan ena hea twatowy rerltjKWS %%* bt down AM SCAM A I tr-"toJS enq , tr.JUVtrurrrca A etulded d the cane e1 clue tem. stud tw dueled an h U MOy M:21 relu,0% frVWefL d aWJW A OW Me d the iartl OW be Willy *VM. TaslIng Company atiipany Naine 15 Li htVear5. Inc Phone: 0SW &I-5 1 hettdty vetiry (list Ow about Air Lealuigo reuilts are in aecorddame vMh the 2017 6(h Edloon rltxtda Owlding Code fnrlt J t- vrta•+rvelltrn requtretneetu AtcorotmS to the compUArtce method Selected above. igo. iture of rester/ Date of Test: 6 • • PrInUed Name of Te t r: a k nshf i Iterivo/Ceniffration 0: •Q_____„,@7_F S Issuing Authority. ____RESMEX_.. 4CCPV of LMaPAe r Ctlrtl(kMe of tit@ UWer must ba sttal; to] Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th EdlLion Jurisdiction.Permit 0: job Information Builder: w Community: I.ol: Address: 2,r Unit: City: \ State: ` 21p: G 27 Duct Leakage Test Results 13, OPrescriptive Method cln,,2; ( fatal) To qualify as "substantially leak fret!" On'fotdl must be lolls than ur equal to 0.04 If /itr handler unit Is Insialkt d. If ftir handler urnt is not f Installed, Qn Total must be less than or equal to 0 03 This ousting I method meets the requirements In KCordariCe with Section R403.3 3 1 Is the off handler unit Installed during teningl_QY[S ('o: f Ono (-,.') Performance / ERI Method efte12S (Out of total) To qualify using this method, Qn must Tint he greater than the3ro 13 Iti _ C1Z Qn proposed duct leakage On specified toil Form R405-2017 of ft406-2017. Total of all fatal Conditioned systems Square Footage Leakage f' pe selected on Form On specified on form R405.2017 R40S-2017 (fnerlly Calc) at R406-7017 (Criefgy Cult) or R406.2017 PASS ro uSv p Ouct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either Individuals as defined In Section 553.993(5) or (7). Florida Statutes, or individuals licensed as set forth in Section 489.105(3U0. (g) or (I), Florida Statute9. Testing Company Company Name: 15 Lightyears. Inc Phone: (A551 43A-1515 I hereby verify that the above duct leakage testing results are In accordance with the 2017 Gth Edition Florida Quflding Code Energy Conservation requirements according to the compliance method selected above. i i Signature of Tester: r' Date of Test: o ' GG/$ Printed Name of Teste Austin Blankenshio license/Certification #: J87RSA Issuing Authority: RESNEI System 1 36 / cfm2S System 2 cfm2S System 3 cfm2S m of any ortlonai "ens cfm2S Total of all systems cfm2S Copy of License / certificate of the lessor must be attached) t. L V 4) o tA s Certificate of Achievement THIS ACKNOWLEDGES THAT Austin Blankenship MAS yearsLL15light