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2416 Waxwing Way
COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100007 BUILDING APPLICATION #: 17-10000716 BUILDING•PERMIT NUMBER: 17-10000716 DATE: October 03, 2017 1_-j 13 I 1319LOW UNIT ADDRESS: WAXWING WAY 2416 17-20-31-502-0000-1430 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 ENTERPRISE LLC ADDRESS: 5200 VINELAND ROAD SUITE 200 ORLANDO FL 32811 LAND USE: WYNDHAM PRESERVE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2416 WAXWING WAY / LOT 143 WYNDAM PRESERVE FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing 00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 SCHOOLS Single Family.Housing CO -WIDE ORD 5,000.00 1.000 dwl unit 5,000.00, PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 AMOUNT DUE 5,759.00 STATEMENT RECEIVED BY: f `- SIGNATURE: . L-14 PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE..*** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT l MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR \\ t(J DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. TH REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES.OF RULES GOVERNING'APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST'STREET; SANFORD FL, 327,71; 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 OP LEFT OF THIS STATEMENT. NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF -FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE „ LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. t e 1111111111111111111111111111111111111111 GRANT MALOY7 SEMINOLE COUNTY CLERK, OF CIRCUIT COURT h COMPTROLLER BK, 9017 Pa 1564 QP90 CLERK'S 4 2017111094 RECORDED 11/02/2017 02:40:21 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. / 7 -;'% F F / Parcel ID Number: 1 %',ZV - 3/' A— L-20 , t/3 0 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. DESCRIP ON OF PROPERTY: (Legal desalption of the property and street address ff available) Lol / yndham Preserve Plat Book 81 / Pages 93-102 ,:ZW/o 04><", ! i&_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 TIUe Holder Of other than owner listed above) Name: 1 Address: 4. CONTRACTOR: Name: Park Square Homes Phone Number. 407-529-3000 Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 S. SURETY Of applicable, a copy of the payment bond Is attached): Name: N/A Address: N/A Amount of Bond: N/A 6. 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 maybe served as provided by Section 713.13(1)(a)7., Florida Statutes. Phone Number. Address: 6. In addition. Owner designates to receive a copy of the Lfenor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number. 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. vA tL •Vishaal Gupta, Executive Vice President 54eRrt d Oenv a Ltssta a t a Lnau (Ptd Ntdt W P-Ade a,puruyt TOMAm) AUroind 0f1Wl j0Zr1Parintr/MWWQ0* State of EW ri County of ! The foregoing instrument was ackn dged bef re me this day of by V )tb . Who is personally known to me o-oW_ Na=d Ptrsm nwWrg tired who has produced Identification type o identification produced: / CP ARUNA BALA GOEL MYCOMMISSION *FF154105. EXPIRES December14,2018 µel) see-0167 FioridaNetaryServitt core CERTIFIEPCOFf rK,h7f.1;.i! C;ES (Qa Tl4' CI' )T CGUR'i 87 ar d' a -__rl CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION15 Application No: / /— A S / ! . Documented Construction Value: $ 2P0 14yq%•`D Job Address: 2416 Waxwing Way, Sanford 32771 Historic District: Yes No Parcel ID: 17-20-31-502-0000-1430 (Wyndham Preserve lot 143)Residential X Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: Construction of new single family residence Plan Review Contact Person: Michelle Parkison Title: Permitting Manager Phone: 407-529-3135 Fax: _ Email: mparkisone-parksquarehomes.com Property Owner Information Name Park Square Enterprises LLC Phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 Resident of property? : 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 Name Street: State License No.: CRC1330351 Arch. / MJS Home Designs Architect/ Engineer Information Eng. / Don Bolden Eng. Phone: Arch./ 250 N. Wymore Rd. Suite B Winter Park FL 32789 Eng./ PO Box 530783. Debary FL 32753 Fax: _ City, St, Zip: Bonding Company: Address: E- mail: Arch. 407-629-6711 Eng. 386-668-7606 Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5'h Edition (2014) Florida Building Code Revised June 30, 2015 W q3 Permit Application 5 30 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. WP-N& P, R, 11 Wn. %ill A4dl, We? Vishaal Print Owner/ A IJJIAA 9 V4g1odE4Wk=t: Signature of contractor/Agent I Date Vishaal G Print Contractor/ v Mrida— Date Sign re of No.; y ;LLEPARKISONMIC MY COMMISSION # FFMYCOM3452063452 IR „:` EXPIRES; October30, 2017A*,,,.' "' . Bon EXP 17 " Bondod Thru Notary public UndedThru donvdfarwrflors Owner/Agent is Personally Known to Me or Contractor/Agent is '-ersonally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building R] Electrical R Mechanicalo Plumbing 1 Gas Roof Construction Type: Occupancy Use: (z3 Flood Zone: x SEff AT ; <tc O Total Sq Ft of Bldg: V1 15 Min. Occupancy Load: q 9-> of Stories: \ New Construction: Electric - # of Amps I l p Plumbing - # of Fixtures., Fire Sprinkler Permit: Yes No fiq # of Heads APPROVALS: ZONING: D 2? 1-7 UTILITIES: COMMENTS: ENGINEERING: Vk 7G 10 q-l7 FIRE: Ok to construct single family he I With setbacks and impervious area shown on plan. _ 53. 8 % irvt 15,Uol m i I otn - C, Cr1Z I Fire Alarm Permit: Yes NOR WASTE WATER: BUILDING: 5r t4D-3l-t7 Revised June 30, 2015 Permit Application CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ 150,537.00 Job Address:: 2416 Waxwing Way, Sanford 32771 Historic District: Yes No Parcel ID: 17-20-31-502-0000-1430 ( Wyndham Preserve lot 143) Residential X Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of work: Construction of new single family residence Plan Review Contact Person: Michelle Parkison Phone:407-529-3135 Fax: Title: Permitting Manager Email: mparkisona-parksquarehomes.com Property Owner Information Name Park Square Enterprises LLC Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, -FL 32811 Phone: 407-529-3000 Resident of property? : 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 Architect/Engineer Information' Arch. / MJS Home Designs Arch. 407-629-6711 Name: Eng. / Don Bolden Eng. Phone: Eng. 386-668-7606 Arch./ 250 N. Wymore Rd. Suite B Winter Park FL 32789 Street: - Eng./ PO Box 530783, Debary FL 32753 Fax: City, St, Zip: t Bonding Company: Address: State License No.: CRC1330351 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: 5'h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should- calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Z 4 Signatu of er/Agent Date Signature of Contractor/Agent Date Vishaal G Print Owner/Am waaLLlgrida— Date MICHELLEPARKISON MY COMMISSION # FF 063452s; EXPIRES: October 30, 2017 Bonded Thru Not. ubllc Undorwdlop Owner/Agent is Personally Known to Me or Produced ID Type of ID Vishaal Gupta Print Contractor/Aeenti iftne-, Sign re of No tate„p n: ' •., MICHELLEPARKISON MY COMMISSION # FF 063452 BondEXPIRES: October 30, 2017 od Thru Nolery Public Undorwdlorn Contractor/Agent is "rersonally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas[-] Roof Construction Type: I Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - #'of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: /J r"S%% WASTEWATER: FIRE: BUILDING: G Revised: June 30, 2015 Permit Application N1 0 ' C1 ° 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: 2416 Waxwing Way" Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-1430 Phone Number: 407-529-3000 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 009O 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: 0 floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 17-2899 Reviewed by: Michael Cash, CFM Date: October 9, 2017 1 • 1 Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & 9 9 Y FL°D Landscaping in Right -of -Way www.sanfordn.gov Department of Planning 8r Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit The permit is required for driveway or • sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the K"whafsbelow. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call befwe you dig. 1 Project Location/Address: 2 Proposed Activity: X Driveway Walkl(4 / Other 3. Schedule of Work: Start Date Completion Date 4. Brief Description of Work: Construction of new driveway for new single family residence Emergency Repairs This application is jubbniitted y: 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: / 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 nght-of-way to its previous condition In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor' s property to recover costs of restoration To the fullest extent permitted by law. Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees ( appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or ansing directly or indirectly out of or connected with the use of the City's nght-of-way. I have read 4nd de rid a above statement and by signing this application I agree to its terms. Signature: V l Date: `2 /? 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: k b " '-W Date. November 2015 ROW Use Driveway pdf LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: an agent of: David Mercer 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): tom The specific permit and application for work located at: Expiration Date for This Limited Power of Attorney: `12/31/17 License Holder Name: State License Number: Signature of License H STATE OF FLORIDA COUNTY OF Orange Vishaal Gupta CRC1330351 The foregoing instrument was acknowledged before me this day of 20 , by Vishaal Gupta who is ;(personally known to m(e or who has produced as identification and who did (did not) take an oat Sign ture Notary Seal) Print or type name MICHELLE PARKISON NotaryPublic -State of Fvor'd c,,_, MY COMMISSION # FF 063452 EXPIRES: October 30. 2017 Commission No. Ssr cxo J )@ Bondrd Thru Notary Public Underwnlors My Commission Expires: )a • 30•cpon Rev. 08.12) Page 1 of 1 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 Winter Park, FL 32789 i IIIIII IIIII Iill! Ilill lIII! illll llll IIII 3E!'1i!ti'1E :,AITYcrihOFCiFCUITCUUPTCWIPTF\ULLEP SK -=6 i4-' (4F3s, CLEWS t 2017i!78301 E:GnT,E^, ri=/0--/21317 iy':rii: ;All i;EEG C,OC TAX s257116.00 REC-JF.EIt,= FEE:-: S .._. COfGEG 2% hdravore SPACE ABOVE THIS LINE FOR RECORDING DATA) --------------- SPECIAL WARRANTY DEED THIS SPECIAL WARRANTY DEED is made and entered into as of the 2nd day of August, 2017, by and between BRISSON INVESTMENTS, LLC, a Florida limited liability company; whose,post,office_address,,isi!27.LNorth Summerling.Ay_enue,,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 herein, the terms "Grantor" and "Grantee" shall be deemed to include all the parties to this Special Warranty Deed and the heirs, legal representatives and assigns of individuals and the successors and assigns of corporations. The singular shall be deemed to include the plural, and vice versa, where the context so permits. WITNESSETH: THAT, for and in consideration of the sum of Ten and No/100 Dollars ($10.00) and other good and valuable considerations, the receipt and sufficiency of which is acknowledged by Grantor, Grantor hereby grants, bargains, sells, conveys and confirms unto Grantee all that certain real property together with the improvements thereon (hereinafter collectively referred to as the "Real Property") in Seminole County, Florida, more particularly described as follows: See Exhibit "A" attached hereto and incorporated herein by this reference. TOGETHER WITH all the tenements, hereditaments and appurtenances 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 2017 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. Book8965/Pagel44 CFN#2017078301 Page 1 of 4 http://officialrecordsbv.seminoleclerk.org/BrowserView/ 8/24/2017 Page 1 of 1 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: GRANTOR: BRISSON INVESTMENTS LLC, a Florida limited liability company Ro ert tkiss AuthoilRepresentative Print Name: 11. Travis Rentz STATE OF FLORIDA COUNTY OF ORANGE The foregoing instrument was acknowledged before me this 2 day of July, 2017, by Robert Zlatkiss, as Authorized Representative of Brisson Investments LL' C, a Florida limited liability company, on behalf of said entity. He is personally known to me or has--grQduce& r ROHALDVAN WM BwM Thm Halm Rolle U dMreYr Notary Public, tate of on Seal) Book8965/ Page145 CFN#2017078301 Page 2 of 4 http:// officialrecordsbv.seminoleclerk.org/BrowserView/ 8/24/2017 Page 1 of 1 Exhibit "A" Legal Description Lots 3, 4, 5, 8, 9, 13, 14, 15, 46, 47, 50, 51, 55, 56, 57, 58, 93, 94, 95, 99, 100, 104, 105, 106, 107, 108, 112, 113, 114, 115, 139, 140, 141, 142, 143, 144, 149, 150, 155, 156, 157, 162, 163, 164, 179, 180, 210, 211, 212, 216, 217, 218, 219, 220, 221, 224, 225, 229, 230, 231, 237 and 238, Wyndham Preserve, according to the Plat thereof as recorded in Plat Book 81, Pages 93 through 102, inclusive, Public Records of Seminole County, Florida. Book8965/Page146 CFN#2017078301 Page 3 of 4 http://officialrecordsbv.seminoleclerk.orgBrowserView/ 8/24/2017 Page 1 of 1 Exhibit "B" Permitted Exceptions 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 October 26, 2016 in Official Records Book 8793, Page 289. 4. Provisions of Wyndham Preserve, recorded in Plat Book 81, Pages 93 through 102, inclusive. 5. Declaration and Dedication of Avigation Easement and Related Covenant and Agreements recorded May 17, 2017 in Book 8916, Page 1019. 6. Declaration of Covenants, Conditions, Easements and Restrictions for Wyndham Preserve recorded July 5, 2017 in Book 8947, Page 158. 7. Notice of Commencement recorded July 12, 2017 in Book 8951, Page 634 (as to Lot 112). 8. Notice of Commencement recorded July 12, 2017 in Book 8951, Page 635 (as to Lot 113). 9. Notice of Commencement recorded July 12, 2017 in Book 8951, Page 636 (as to Lot 114). 10. Zoning, ordinances and/or restrictions and prohibitions imposed by governmental Authorities. Book8965/Page147 CFN#2017078301 Page 4 of 4 http://officialrecordsbv.seminoleclerk.orc, rowserView/ 8/24/2017 REQUIRED INSPECTION SEQUENCE PARK SQUARE HOMES SFR-DETACHED Permit # 17. 2$9q BUILDING PERMIT Min Max Inspection Description 10 V 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 .i Lath Inspection 50 1000 J Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence Address: WN—f 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 IPLUMBIN,G PERMIT 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 R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 143 Milan C RHG - S Builder Name: One Stop Cooling and Heating Street: 2416 Waxwing Way State, Zip: Sanford , FL , PermitOffice: SeminQleCity, Permit Numbeg# 1 - 2 8 9 9 nSANFORDOwner: Park Square Homes Jurisdiction: 6 0 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= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1349.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1349.00 ft2 6. Conditioned floor area above grade (ft2) 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 a. Electric Cap: 50 gallons 8. Floor Types (1349.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1349.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.136 Total Proposed Modified Loads: 43.75 PASSTotalBaselineLoads: 47.08 1 hereby certify that the plans and specifications covered by Review of the plans and RitiE 5p,41 this calculation are in compliance with the Florida Energy specifications covered by this 0 = FOB27, Code. r calculation indicates compliance D,9na Y 9 edbY arae Rafael Izquierdo' l:gwerdo with the Florida Energy Code. rurn'•.-'::f,;:;,, a Date 2017.09 19 14 14 13-04'00' PREPARED BY: •f Before construction is completed j5 DATE: this building will be inspected for compliance with Section 553.908 T v t I hereby certify that this ilding s signed, is in mpliance Florida Statutes. with the Florida Energ Code. COD H,E T¢ OWNER/AGENT BUILDING OFFICIAL: 6 DATE: DATE: O f '7 Compliance r uires ceqificabo by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sea ed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 9/19/2017 2:11 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Building Type: Owner: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 143 Milan C RHG - S User Park Square Homes 1 One Stop Cooling and Heatin Seminole, 69/s Single-family New (From Plans) Bedrooms: 3 Conditioned Area: 1349 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Lot # Block/Su bDivision: PlatBook: Street: County: City, State, Zip: Lot Information 143 WP 2416 Waxwing Way Seminole Sanford , FL, CLIMATE V Design Location TMY Site IECC Design Temp Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 2 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 InfilID 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 V # Type Materials Roof Gable Roof Area Area Color Solar Absor. SA Emitt Tested Emitt Deck Pitch Tested Insul. (deg) 1 Hip Barrel tile 1509 ft2 0 ft2 Dark 09 N 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area FIBS 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 9/19/2017 2:11 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 S Exterior Concrete Block - Int Insul Main 4.1 11 0 9 4 102.7 ft2 0 0 0.8 0 2 W Exterior Concrete Block - Int Insul Main 4.1 57 6 9 4 536.7 ft2 0 0 0.8 0 3 N Exterior Concrete Block - Int Insul Main 4.1 30 0 9 4 280.0 ft2 0 0 0.8 0 4 E Exterior Concrete Block - Int Insul Main 4.1 44 6 9 4 415.3 ft2 0 0 0.8 0 5 Garage Frame - Wood Main 11 32 0 9 4 298.7 ft2 0 0.25 0.8 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Insulated Main None 39 3 8 24 ft2 2 Wood Main None 39 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 S 1 Metal Low-E Double Yes 0.54 0.25 6.0 ft2 4 ft 8 in 5 ft 8 in Drapes/blinds None 2 W 2 Metal Low-E Double Yes 0.55 0.22 45.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 3 W 2 Metal Low-E Double Yes 0.54 0.25 4.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 4 N 3 Metal Low-E Double Yes 0.55 0.22 30.0 ft2 1 ft 0 in 1 It 4 in Drapes/blinds None 5 N 3 Metal Low-E Double Yes 0.58 0.25 64.0 ft2 7 ft 4 in 1 ft 4 in None None 6 E 4 Metal Low-E Double Yes 0.55 0.22 30.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 7 E 4 Metal Low-E Double Yes 0.54 0.25 4.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 391 ft2 391 ft2 48 ft 9.3 ft 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 9/19/2017 2.11 PM EnergyGauge® USA - FlaRes2014 Section R405 4 1 Compliant Software Page 3 of 4 FORM R405-2014 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 28.6 kBtu/hr 858 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.9 50 gal 60 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS Supply ---- Return---- Air CFM 25 CFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 269.8 ft Main 67.45 ft Prop. Leak Free , Main cfm 40.5 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin Jan Feb Mar Apr May Jun Jul Au Se Oct Nov DecHeatingJanFebHMarAprMayJunJulAugSepOctNovDec Venting Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 9/19/2017 2:11 PM EnergyGauge@ USA - FlaRes2014 Section R405.4 1 Compliant Software Page 4 of 4 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 2416 Waxwing Way Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. 13 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. 0 R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verity compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 13 R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section 553.99, Florida Statutes, or as authorized by Florida Statutes, to be "substantially leak free" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 9/19/2017 2:11 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 550F (130C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 112 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). 0 R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. 0 R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 9/19/2017 2:11 PM EnergyGauge® USA - FlaRes2014 - Section R405.4 1 Corn Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single; and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. 0 R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps 0 R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously buming pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 9/19/2017 2:11 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 93 The lower the EnergyPerformance Index, the more efficient the home. 2416 Waxwing Way, Sanford, FL, 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U-Factor: Dbl, U=0.55 SHGC: SHGC=O 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: 8. Floor Types a. Slab -On -Grade Edge Insulation b N/A c. N/A New (From Plans) 9. Wall Types Single-family a. Concrete Block - Int Insul, Exterior b. Frame - Wood, Adjacent 1 c. N/A 3 d. N/A 10. Ceiling Types No a. Under Attic (Vented) 1349 b. N/A Area c. N/A 105.00 ft2 11. Ducts a. Sup: Attic, Ret: Main, AH: Main 64.00 ft2 12. Cooling systems 14.00 ft2 a. Central Unit ft2 3.335 ft. 0.233 Insulation Area R=0.0 1349.00 ft2 R= ft2 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 throughtnicnos7p energy saving features which will be installed (or exceeded) in this home before ftion. Otherwise, a new EPL Display Card will be completed based on installed Cant features. I Builder Signature: XZ6 - Date: 7 Address of New H me: 4w6 GUirtic, (/vim City/FL Zip: 777/ Insulation Area R=4.1 1334.70 ft2 R=11.0 298.67 ft2 R= ft2 R= ft2 Insulation Area R=30.0 1349.00 ft2 R= ft2 R= ft2 R ft2 6 269.8 kBtu/hr Efficiency 28.6 SEER:16.00 kBtu/hr Efficiency 27.8 HSPF:9.00 Cap: 50 gallons EF: 0.9 Pstat THE ST4 4V0 rf oo VArE Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 9/19/2017 2:11 PM 0 EnergyGauge@ USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 Project Summary Job: Lot 143 Milan C RHG - S wrightsoft" Date: 05/19/2017 Entire House By. LF/RI One Stop Cooling and Heating 7225 Sardscove Court, Winter Park FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOneStopCoohng corn License CAC032444 For: Park Square Homes 2416 Waxwing Way, Sanford, FL 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 gr/Ib Heating Summary Structure 16208 Btuh Ducts 1598 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 17806 Btuh Infiltration Method Simplified Construction quality Average Fireplaces 0 He jag Co 11g 350Areaft( 50 Volumeft3) 12557 12557 Air changes/hour 0.45 0.23 Equiv. AVF (cfm) 94 48 Heating Equipment Summary Make Trane Trade TRANE Model 4TW R6030H1 AHRI ref 7562380 Efficiency Heating input Heating output Temperature rise Actual air flow Air flow factor Static pressure Space thermostat Capacity balance point = 30 OF 9 HSPF 27800 Btuh @ 47°F 0 0 0 cfm 0 cfm/Btuh 0. 50 in H2O Sensible Cooling Equipment Load Sizing Structure 13986 Btuh Ducts 3312 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data n Rate/ swin multiplier 0.97 Equipmen sensible load 16848 Btuh Latent Cooling Equipment Load Sizing Structure 2389 Btuh Ducts 681 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 3070 Btuh Equipment Total Load (Sen+Lat) 19919 Btuh Req. total capacity at 0.75 SHR 1.9 ton Cooling Equipment Summary Make Trane Trade TRANE Cond 4TWR6030H1 Coil TEM6A0B30H21++TDR AHRI ref 7562380 Efficiency 13.0 EER,16 SEER Sensible cooling 21450 Btuh Latentcooling 7150 Btuh Total cooling 28600 Btuh Actual airflow 953 cfm Air flow factor 0.055 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.85 Boldfta6c values have been manually over idden Calculations approved byACCAto meet all requirements of Manual J 8th Ed. WI 1 IItSOft` 2017-Sep-19140055 A 9 RrgH-SLAe®Unversal201717023 RSU16202 Page 1 p\ Calc and EPL Temp\Lot 143 M]an C RHG - S.np Calc = MJ6 Front Door faces S wrightsoft' Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court, Winter Park FL 32792 Ptnre: (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOreStopCoolirg.00m Lioerse CA0032444 Job: Lot 143 Milan C RHG - S Date: 05/19/2017 By. LF/RI 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 143 0 ft 93 ft d 1350.3 fF NUED 365 ft 93 ft heaVccol 16.0 x 13.0 ft 208.0 fF Ty Construction number U-value BtuhV-+F Or HTM BtuhMq Area OF) or penmeter (ft) Load Btuh) Area OF) or perimeter (1l) Load Btuh) Heat Cod Gross PUPS Heat Cool Gross PI/P/S Heat Cool 6 11 13A4-069 4A5-2om 4A 2omcl 13A-4ocs 4A5-2om 4$5r2fm_ _ _ 13A=4ocs 4B5-2hn 11 DO 13A-4ocs 4A5-2om 4B5-2fm 12C Osw— 11 DO 16B-30ad 0.143 0.550 0,580 0.143 0S50 0.540 0.143 0540 n n n e a e s s s w w w n - 373 1435 15.14 373 1435 14.09 3.73 14A9 10.18 3.73 1435 14.09 238 10.18 0.84 30B0 2.90 13.41 15.90 2.90 27.44 2962 r 290 13.67 1227 2.90 27.44 29.62 1.51 12-27 1.76 0.00 279 30 64 414 30 4 102 6 24 535 45 4 298 21 1350 1350 185 0 O 690 431 969 1418 431 56 270 85 244 1813 646 56 656 217 1128 4404 536 402 1018 1100 823 118 209 82 294 1407 1235 118 416 262 2374 0 149 30 0 121 0 0 0_ 0 0-0-0 119 0 0 443 431 344 402 0 350 0 0 0 0 0 V E--G 360 0 0 72 12 24 486 0 0 276 21 1350 143 121 0 0 0 451 0 0Lam, 0 0 0 0 Vjl 0390 0143 0.550 0540 0.091 0390 0.032 W'1.180 70 0 0 70 0 0 260 0 0 202 0 0 0 0 366 0 PT 0 0 0 0 0 0 c 208 206 208 37 174 1124 6 c) AED excursion 0 97 Ernelope loss/gain 13514 10395 2883 1567 12 a) Infiltration b) Room ventilation 2694 0 971 0 688 0 248 0 13 Internal gams: Oowpants @ 230 Appbancesbther 4 920 1700 2 460 0 Subtotal (lines 6to 13) 16208 13996 3571 2274 14 15 Less external bad Less transfer Redisbibubon Subtotal Dud loads 10% 24 % 0 0 0 16208 15981 0 0 0 13986 3312 10°/ 240 0 0 0 3571 352 0 0 0 2274 539 Total room bad Air required (dm) 17806 0 17298 953 3923 0 2813 155 Calculations approved byACCAto meet all requirements of Manual J 0 Ed. w rightsoft- 2017-Sep-1 9 14,00 55 Zc Poghl-SuteOUnversal 2017 17.023 RSU16202 Page t p\Calc and EPL Terrp\Lot 143 MIanC RHG - S rcrp Calc= NU6 Frort Door taoes S wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Cori, W irter Park, FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 Web wwwOreStopCooling.00m License: CA0032444 Job: Lot 143 Milan C RHG - S Data: 05/19/2017 By. LF/RI 1 2 3 4 5 Room name E OSod well Room height Room cimensons Room area Mf(D1 6.0 ft 93 ft heatbool 7.0 x 6.0 If 42.0 112 METH O ft 93 ft heaUwol 5D x 6.0 ft 30.0 T Ty Construchon number U-value BbiWO9 Or HTM BtuW Area (T) or penmeter (ft) Load Btuh) Area OF) or perimeter (ft) Load BUh) Heat Cod Gross M/P/S Heat Cool Cross N/P/S Heat Cod 6 11 13A4o s 4A5-2om 4A5:2omd 13A--4ocs 4A5-2om 4135-2frn cs13A=flo 4B5-21n 11DO 13A-4ocs 4A5-2om 4135-2fm 12C-0sw A 1 DO 1613-30ad 22A-pm 0.143 0.550 0580 0.143 0.550 0.540 0.143 0.640 03% 0.143 0.550 0.540 0.091 0.390 0.032 1.180 n n 0.. a a a s- s s w w wY— n_ 3.73 1435 1514 3.73 1435 14.09 3.73 14D9 10.18 3.73 1435 14.09 238 10.18 0.84 i3080 2.90 1341 15.90 2.90 2744 29.62 290 13.67 1227 2.90 2744 29.62 151 12-27 1.76 AO 0 0 0 0 0 0 0 0 0 0 0-0 150 0 118 b 0 0 0 0 0 0 0 0 0 00 0 0 0 J I--G 56 0 4 O 52 0 0 193 0 56 0 0 0 0 0 0 0 0 0I—G 0 0 0 0 0 0-0-0-0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 r'-0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 P 0-0 0 0 0 0 0-0 0 0 0 C F= 42 42 35 85 0 74 30 M- 30 0 30 25 53 42 6 0 0 W--- o 0 6 c) AED excurson 11 2 Envelope lossAgain 470 353 25 51 12 a) Infiltration b) Room venfilabon 113 0 41 0 0 0 0 0 13 Internal gains: Ooajpants@ 230 Applianoesrother 0 0 0 0 0 0 Subtotal (lines 6 b 13) 583 394 25 51 14 151 Less extemal bad Les transfer Redisfibuton Subtotal Dud loads 1 10% 242/ 0 0 0 583 57 0 0 0 394 93 10% 24 % 0 0 0 25 2 0 0 0 51 12 Tofal room bad Air required (dm) 640 0 487 27 28 0 63 3 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoft` 2017-Sep-191400 55 WgK-Srile®Urtversal 2017 17 023 RSU16202 page 2 p\Calc and EPL Terrp\Lot 143 Milan C RHG - S.rrp Calc = M18 Frorl Door faces S f wrightsoft' Right-M Worksheet Entire House One Stop Cooling and Heating 7225 Sardsoove Court, W irter Park FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web- wwwOreStopCoohrg mm License CAC032444 Job: Lot 143 Milan C RHG - S Date: 05/19/2017 By. LF/RI 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area WIC 0 ft 93 ft heaVcool 1.0 x 565 ft 565 tP BED2 125 ft 93 ft heatbool 1.0 x 126.5 It 126.5 W Ty Construction number U-value BWhW-+) Or HTM Bluh/112) Area OF) or perimeter (ft) Load BWh) Area OF) or perimeter (ft) Load BWh) Heat Cod Cross NIPS Heat Cool Cross N/P/S Heat Cool 6 11 13A-459 4A5-2om 4A 2omd 13A-4ocs 4A5-2om 465-2fm 13A=4ocs 4135-2(m 11D0 13A-4ocs 4A5-2om 4B5-2fm 12C-Osw 11130 16f330ad 22A 1pm = 0143 0550 0,560 0.143 0.550 0.540 0.143 0540 0390 0.143 0.550 0.540 0.091 0-'M 0.032 1.180 n n n a a e, s s s_ w w w_ n_ 3.73 14.35 1514 3.73 1435 14.09 3.73 14D9 10.18 3.73 14.35 14.09 238 10.18 0.84 30.80 2.90-0 1341 15.90 2.90 27.44 29.62 2.90 13.6 i122 2.90 27.44 29.62 151 1227 1.76 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t v G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q 116 15 0 101 0 0 O 378 215 0 O 293 412 0I 0 0 0 0 0 0— 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 127 127 0 0 0 0 0 0 0 T 0 0 0 0 0 PI- PTO 0 0 0 0 0-0-00o C F= 57 57 0 57 47 99 127 106 385 222 0 rY_...0 0 13 0 6 c) AED excursion 4 27 Envelope loss/gain 47 95 1084 954 12 a) Infiltration b) Room ventilation 0 0 0 0 235 0 85 0 13 Intemal gains Oo upants @ 230 Applianoesbther 0 0 0 1 230 0 Subtotal (Imes61D 13) 47 95 1319 1269 14 15 Lessextemal bad Less transfer RedisbibLAon Subtotal Dud loads 10% 24 % 0 0 4 51 5 0 0 8 104 25 10% 24% 0 0 15 1334 132 0 0 30 1299 308 Total room load Air required (dm) 56 0 128 7 1 1466 01 1607 89 Calculations awroved NACCAto meet all requirements of Manual J 8th Ed. 4 wrilghtsoft' Rigil-Sute®Unversal201717.023 RSU16202 2017-Sep-191 P ge 3 p\Calc and EPL Temp\Lot 143 IAIan C RHG - S rip Calc = Mt8 Frort Door faces S wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Cou1, W irter Park FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web www.OneStopCooling oom License CAC032444 Job: Lot 143 Milan C RHG - S Date: 05/19/2017 By. LF/RI 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area 0 tl 93 It heatbool 35 x 5.0 ft 175 fF BED3 13D it 93 ft heatbool 1.0 x 1293 R 129.3 fF Ty Construction number U-value Btuh4tL-q Or HTM BWhIq Area OF) or perimeter (ft) Load Btuh) Area OF) or perimeter (it) Load Btuh) Heat Cool Gross N/PS Heat Cool Gross N/P/S Heat Cool 6 11 13Aflocs 4A5-2om 4A 2cxncl 13A-4ocs 4A5-2om 4B5-2fm 13A=4ocs 4B5-2(m 11 DO 13A-4ocs 4A5-2xn 4135-2n 12C-0.Av 11 DO _ 1613-30ad 22A-1pm 3.73 14.35 I5.14 3.73 14.35 14.09 3.73 14D9 10.18 3.73 1435 14.09 2.38 10.18 0.84 30.80 2.90 13.41 1.5.90 290 27.44 29.62 2.90 13.67 1227 2.90 27.44 29.62 151 1227 1.76 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 307 412 0 0 0 0 U.143 0.550 0.580 0.143 0.550 0.540 0.143 0.540 03W 0143 0550 0.540 0.091 0390 n n n e a e s4 s s . w w w n - G L—G 1q/ G 0i 0 0 0 0 0 0 0 0 0 0 121 15 0 106 0 0 00 0 0 395 215 0I—G G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0L—D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 102 0 0 0 0 102 0 0 0 243 0 0 0 0 154 0 Pi 0 0 0 0 0— 15 0 0 C F...., 0.032 1.180 0 18 18 18 31 129 129 0 129 13 108 400 227 0 0 0 6 c) AED excurson 1 19 Envelope bss/gam 15 301 1362 1119 12 a) Infiltration b) Room ventilation 0 0 0 0 245 0 88 0 13 Internal gains Occupants @ 230 Appliancesbther 0 0 0 1 230 0 Subtotal (lines 6 to 13) 15 30 1607 1437 14 Less extemalload Less transfer Redistribution Subtotal Duct loads 10°/ 24 / 0 0 15 0 0 0 0 30 0 0 10'/ 24/ 0 0 11 1618 160 0 0 22 1459 346 r15 Total room bad Air required (dim) 0 0 01777 0 0 1805 99 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoft- Riglt-SuleOUnversal201717023RSU16202 2017-Sep-1914,0055 ge4 p\Calcand EPL Terrp'Lol143 MlanC RHG - S.rnp Calc =" Fron Door faces S wrightsoft' Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court, W irler Park FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wnwOneStopCooling com Ucerse CAC032444 Job: Lot 143 Milan C RHG - S Date: 05/19/2017 By. LF/RI 1 2 3 4 5 Room name Exposed well Room height Room dimensions Room area BTH2 0 ft 93 ft heatkod 55 x 105 ft 57.8 fF FOYXIT 265 ft 93 it heatbool 1.0 x 218.3 ft 218.3 fF Ty Construction number U-value BtuM?-,F) Or HTM 13th" Area (fF) or penmeter (ft) Load Btuh) Area 09 or perimeter (ft) Load BWh) Heat Cool Gross N/PS Heat Cod Grass N/P/S Heat Cod 6 11 G 13A-4acs 4A5-2om 4A5 2omd 13A-4ocs 4F 2om 4B5-21n 13A-4ocs 485-2fm 11DO 13A-4ocs 4A5-2om 485-2fm 12C-0sw 11D0 -- 168-30ad 22A-iprrt1.180 0.143 0.550 0.580 0.143 0.550 0.540 0.143 0-w 0-9w 0.143 0.550 0.540 0.091 0390 n n n _ a a a s- s s w w w 3.73 1435 15.14 3.73 1435 14.09 3.73 14.09 10.18 3.73 1435 14.09 238 10.18 0.84 3080 2.90 13.41 15.90 2.90 27.44 29.62 2.90 13.67 1227 2.90 27.44 2.9 62 151 1227 176 0.00 0 0 0 0 0— 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0L —G yy11 GTI—G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 60 0 24 186 0 4 0 0 0 36 0 24 182 0 0 0 0 0 136 0 244 679 0 56 110 0 0 0 106 0 294 527 0 118 70 0 384 0 0 0 0 0 0 0 b 0 0T—=G 0 0 0 0 51 0 w.-,,.W_0 0 0 0 51 0 0 0 121 0 0 0 0 T77 0 P 47 0 47 xL—D C F, 0.032 58 58 0 58 48 102 0 218 21B 0 218 27 0 182 8160PTO 0 6 c) AED exoursion 7 5 Envelope loss/gain 170 171 2225 1434 12 a) Infiltrabon b) Room venblabon 0 0 0 0 499 0 180 0 13 Internal gates: 0—pants @ 230 Applianoesbther 0 0 0 0 0 1200 Subtotal (lines 6 b 13) 170 171 272412814 14 15 Less ebemalload Less transfer Redistribution Subtotal Duct loads 109/6 24% 0 0 5 175 17 0 0 10 181 43 10% 249 0 0 0 2724 269 0 0 0 2814 666 Total room bad Air required (dm) 192 0 224 12 2993 0 3480 192 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrigFltSoft` 2017-Sep 1914, FbgK-SuteOUnversal2017 17.023 RSU16202 9e 5 pNCalc and EPL TempuLot 143 Mian C RHG - S.rup Calc = Ml8 Front Door (aces: S I- wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sandsoove Cart, Winter Park FL 32792 Phone. (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOneStopCoolirg oom License CAC032444 Job: Lot 143 Milan C RHG - S Date: 05/19/2017 By. LF/RI 1 2 3 4 5 Room name Exposed well Room height Room dimensions Room area LDRY 8.0 It 93 1t heatbool 1.0 x 43B ft 43B tF DIN 85 R 93 R heatbool 155 x 85 1t 131.8 fF Ty Conshaon number U-value 13NhAF-1F) Or HTM Btuh4q Area OF) or perimeter (ft) Load BWh) Area (fF) or perimeter (R) Load Bluh) Heat Cod Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 13A4ocs 4A5-2om 1A 2omd,_,_ -,._ _, 13A-4ocs 4A5-2Dm 4135-21m 13A-flocs`- 4135-2fm 11D0 13A-4ocs 4A5-2om 4135-2fm 12C-0av 11D0. 16B-30ad- 22A-tpm_ 0.143 0.550 0580 0.143 0.550 0.540 0.143 0540 0390 0.143 0.550 0.540 0.091 n- n n_ e a a s- s s. w w w n 3.73 14.35 15.14 373 1435 14.09 3.73 14D9 10.18 3.73 14.35 1409 238 10.18 084 30B0 2.90 13.41 J5.90 2.90 2744 29.62 2.90 1367 1227 2.90 27.44 29.62 151 1227 1.76 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y G 0 0 0 42 6 0 0 0 0 0 36 6 0 0 0 0 0 134 85 0 0 0 0 0 104 82 0 0 0 0 0 0 0 0 i0 0 0 0 O 0 0 0L—G 0 0 0 0 0 0 0 33 0 0 96 21 44 33 0 0 76'` 121 0 0 181 217 37 246 0-0-0-0 94 0 0 115 262 77 79 15 0 64 0 0 0 239 215 0 0 185 412 0 P D 0 0 0 0 C F,y.,,_ 0.390 0.032 21 44 132 32 0 132 0 110 262 0 232 44 8 9 00 6 c) AED exatrson 53 135 Emelope loss/gain 1021 681 826 964 12 a) Infiltrabon b) Room venblabon 151 0 54 01 160 0 58 0 13 hrternalgains Oaztpants@ 230 Appliancestother 0 0 500 0 0 0 Subotal (lines 6 b 13) 1172 1235 986 1022 14 15 Less extemalload Less transfer RedisbibiAon Subtotal Dud loads 10°/ 24 % 0 0 0 1172 116 0 0 0 1235 292 10% 24 % 0 0 11 997 98 0 0 22 1043 247 Total room load Air required (dm) 1287 0 1528 84 1 1095 0 1290 71 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoft- Right-Sute®Universal 201717023RSU16202 2017-Sep-19141D055 AZ75, . p\Calc and EPL Temp\Lot 143 Ulan C RHG - S rip Calc = MUB FrortDoor taces S Page 6 wright.soft' Right-M Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court, W irter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOneStopCooling oom License CAC032444 Job: Lot 143 Milan C RHG - S Date: 05/19/2017 By. LF/RI 1 2 3 4 5 Room name Exposed wall Room height Roomdimensons Room area GATH 32.0 ft 93 ft heatbool 14.0 x 18.0 It 252.0 T 0 ft 93 it heatbool 1.0 x 370 It 37.0 fF Ty Construction number U-value BWhV-oq Or HTM f31ufv1F) Area (W) or perimeter (ft) Load f3Wh) Area OF) or perimeter (ft) Load Btih) Heat Cool Gross N/PS Heat Cool Gross N/P/S Heat Cool 6 11 V- 13A:-46cs- 4A5-2om 4A5_2omd 13A-4ocs 4A5-2om 465-21m 13A-4ocs- - 4135-2fm 11 D0 13A-4ocs 4A5-2om 4135-2fm- 12C-0sw 11 DO 166-30ad 22A-jxn 0.143 0.550 0.580 0,143 0.550 0.540 0.143 0.540 0390 0.143 0.550 0.540 0.091 0.390 0.032 1.180 n n n a a a s- s s w w w_ n. 3.73 14.35 15.14 3.73 1425 14.09 3.73 14A9 10.18 3.73 1435 14.09 238 10.18 0.84 3080 2.90 13.41 15.90 2.90 27.44 29.62 2.90 13.6 12-27 2.90 27.44 29.62 1.51 1227 1.76 0.00 130 0 64 0 0 0 0 0 0 66 0 0 247 0 969 0= 0 0 0 0 0 513 431 0 192 0 1018 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 G L-G v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G I G 0 0 0 398 823 0 0--0-0 0 0 0 0 0 0 0D 167 30 0 137 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PI- DL 0-0 0 0 0 0 0 0 C F 252 252 252 32 210 986 443 37 37 37 0 31 0 65 00 6 c) AED emersion 41 3 Envelope losstgain 3355 2915 31 62 12 a) Infiltration b) Room %entlaton 603 0 217 0 0 0 0 0 13 Internal gains: Occupants @ 230 Appliancestottw 0 0 0 0 0 0 Subtotal (lines 6 b 13) 3958 3132 31 62 14 15 Less extemalload Less transfer Redistribution Subtotal Duct loads 10% 24 % 0 0 0 3958 390 0 0 0 3132 742 10'/ 24%1 0 0 31 0 0 0 62 0 0 Total room load Air required (dm) 4348 0 3874 213 0 0 0 0 Calculations aDDroved bvACCAto meet all requirements of Manual J 8th Ed. Wrightsoft` Righ-Sute®Unversal201717023RSU16202 2017-Sep-191Page 7 p\Calcand EPL Tenp\ Lol143 MlanC RHG - S.rcp Calc= NUB Frori Door taces S 9 Duct System Summary Job: Lot 143 Milan C RHG - S wri htsoft Date: 05/19/2017 Entire House By. lF/Rl One Stop Cooling and Heating 7225 Sardsmve Court, W irter Park FL 32792 Phone. (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOneStopCoohng com Licerse: CAO032444 For: Park Square Homes 2416 Waxwing Way, Sanford, FL External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual airflow Total effective length (fEL) Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.260 in/100ft 0 cfm 131 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 Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Mal Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 c 1607 0 89 0.284 6.0 Ox 0 VIFx 14.6 105.0 st1 BED3 c 1805 0 99 0.260 6.0 Ox 0 VIFx 25.6 105.0 st2 BTH2 c 224 0 12 0.264 4.0 Ox 0 VIFx 24.0 105.0 st2 DIN c 1290 0 71 0.269 5.0 Ox 0 VI Fx 21.6 105.0 SO FOYAQT c 3480 0 192 0.274 7.0 Ox 0 VIFx 23.9 100.0 st2 GATH-A c 3874 0 213 0.272 0 Ox 0 MR 19.8 105.0 st1 LDRY c 1528 0 84 0.260 6.0 Ox 0 MR 25.7 105.0 s2 KOED c 2813 0 155 0.275 7.0 Ox 0 VIFx 18.6 105.0 st1 ETM c 63 0 3 0.285 4.0 Ox 0 VIFx 14.5 105.0 st1 MTOI c 487 0 27 0.271 4.0 Ox 0 VIFx 20.5 105.0 st1 MWIC c 128 0 7 0.284 4.0 Ox 0 VIFx 14.7 105.0 st1 Trunk Htg Cig Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st2 PeakAVF 0 388 0.260 877 9.0 0 x 0 VinlFlx st1 PeakAVF 0 565 0.269 720 12.0 0 x 0 VnlFlx Bald4fa0c values have been manuasy overridden wrightsoft` q,gK.s,e®unvefsa1201717.023RSU16202 2017-Sep-19140056 ACCA Page 1 p Calc and EPL Tertp Lot 143 Milan CRHG - S rip Calc = M,18 Fror1 Door faces S Name Grille Size (in) Htg cfm) Clg cfm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mat Trunk rb1 Ox0 0 953 0 0 0 0 Ox 0 VIFx C WTI htsoft` 2017-Sep-191490'S6 y g Rgtt-Sule®Unversal 201717 023 RSU16202 Page 2 ACCA .p\Calc and EPL Temp\Lot 143 Mlan C RHG - S rtrp Calc = MJ8 Frort Door laces S 9 Static Pressure and Friction Rate Job: Lot 143 Milan C RHG - S wri htsoft Date: 05/19/2017 Entire House By. LF/RI One Stop Cooling and Heating 7225 Sardscove Cout, Wirter Park FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 Web wwwOneStopCoolrrg.com Lioerse CAC032444 For: Park Square Homes 2416 Waxwing Way, Sanford, FL 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 Friction Heating Cooling in/100ft) in/100ft) Supply Ducts 0.260 > 0.18 0.260 > 0.18 Return Ducts 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 2017-Sep-19140wrightsoft` FLgt4s,e®Unversal 2017 17 023 RSU16202 g 56 Page 1 p\Galt arcl EPL Temp\Lot 143 Milan C RHG - S np Calc =NUS FrortDoor faces S FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 143 Milan C RHG - S Builder Name: One Stop Cooling and Heating Street: 2416 Waxwing Way Permit Office: Seminole City, State, Zip: Sanford , FL , Permit Number: _ Owner: Park Square Homes Jurisdiction: 1p9 S Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 9/19/2017 2:12 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 t Level 1 II--1 PAF IVIBED 2RECESS (OPT)PRE-WIRE LIGHTS CLG FANPLITE F (0" P G F:17LOX88X4CLG, 157dMI A3cfm,"' RAF 714x 14 7 8X4 D. 29 drnfl ( OPT) 4 RECESS LIGHTS A F 8x4 1 14 — —7-l- j 7 CfM , IVITOI OPT)PRE-WIRE 4 it ! T l -'_ -1GATH II I LR I QPt EF1 VTR GEI i0xio 2ndm K (T) t-MMWIC6 (OPT AF 7 A 12'1 D io x 10 BED2 1 Ox6 A A 65, CfM AF DIN PAF O C M 953 dW!019", xl 8 RA g, I I I ",PAF 10X10 1 Ox8 I GFI 191 dMI 4'! 8X4 12 cft SRB 1 AT- BTH2 PRE- Q6 6 CL "-M cfi'n L V --- 42 1 " # G fI GFI Ifj - * VTR EF1 BEDS wP V. 6 PC SWTTCHW/" -0 DOOR OPT. 3 TI GARAGEIAWFLDRY : ti FOY/KIT DV VTR Job#: Lot 143 Milan C RHG - S Performied by LF/Rl for: Park Square Homes 2416 Waxwing Way Sanford, FL One Stop Cooling and Heating 7225 Sandsoove Court Winter Park, FL32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 www.OneStopCooling.com , Scale: 1 :97 Page 1 Right -Suite® Universal 2017 17.023 RSU 16202 2017-Aug-1611:35:14 f RECORD COPY I I I' lZ t - G GO J. 3u 2899 ANFORD U 'L 3" A ; Vs 3 _ '^ Tub ys r Q V s ysJ r MAS DESCRIPTION AS FURNISHED: Lot 143, WYNDHAM PRESERVE, as recorded in Plat Bo through 102 of the Public Records of Seminole County, Florida. 81, Pages 93 PLOT PLAN FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America RECORD COPY i Lot 140 Lot 139 I S 89040'51 " W 40.00' 20.00' Lot 143 20.00' 5.00' LANAI 5.00, 14.0' Lot 142 O OOO o O ti O 5.00' - ZONINC3e, DATA 2T -- Ok to construct single family home with setbacks and impervious area shown on plan. 53. 9 % iw,P, 13t1q M ; fah - G , CAR SETBACKS AS FURNISHED FRONT = 25'(•) REAR = 20' SIDE = 5' (40' LOT) 7.5' (60' LOT) 10' (75' LOT) SIDE STREET = 25' (60' do 75' LOT) 15' (40' LOT) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM 3. 'x' .0 16.0' L 5.00' PROPOSED RESIDENCE 1349-MILAN-C 2 CAR GARAGE RIGHT COV'D, ENTRY 6.7' n 4.0' 0 10.7' o l 19.3' DRIVE 00 O Lot 144 o O to O O 5.00' 25. 000' 25.00' 10' UT ESMT. 36_00'----- 1 1 1 i P.C. 5' CONC WALK S 89*40'51 " W 40.00' RB TVAXTVINC TEA Y 50' PRIVATE ROAD) PLOT PLAN ONLY PLOT PLAN AREA CALCULATIONS NOT A SURVEY OF (2) IN SUCCESSION Al 25 TOTAL LOT AREA 4,400 t SQUARE FEET PROPOSED - FINSHED SPOT GRADE ELEVATIONS FLATWORK ON/OFF LOT = TOTAL f SQUARE FEET FLATWORK PER DRAINAGE PLANS G PROPOSED DRAINAGE FLOW DRIVE 400 109 - 509 t SQUARE FEET WALKS 40%200 = 240 t SQUARE FEET FOUNDATION/PAD 1740 f SQUARE FEET REAR PATIO 103 t SQUARE FEET LOT GRADING TYPE A Y Al FRONT PORCH DECK 72 t SQUARE FEET 0 SOD 20461 130 - 2176 f SQUARE FEET POOL DECK N/A f SQUARE FEET PROPOSED F.F. PER PLANS - 30.7' Q NOTE- FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CLIENT • NOT FIELD VERIFIED CRUSENME JvER—SCOTT c AAS'ASO.C. , INC. — LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 P . PLAT OL • POINT ON LINO NOS' F • FIELD 7YP. • TYPICAL I.P. IRON ROD PAD. POPROI. PONT orREVERSE CURVATURE IR, IRON ROD NT OF COMPOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF Cx •CONCRETE MONUMENT RAD. RADIAL INISTRAME CODE PURSNT TO SECTION 472.027. FLORIDA STATUES PROFESSIONAL SURVEYORSANDMAPPERSINCHAPTER5J-17 FLORIDA ADMPURSUANT SET I.R. 1/2' I.R. •/BLB 4596 Nit, NON -RADIAL 2, UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORNTlNAL RASED SEAL THIS SURVEY MAP OR COPIES ARE HOT VALID. REC. RECOVERCD V. P. WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS P.01. POINT OF BEGINNING CALL. CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. P.POINT OF COMMENCEMENT PRx • PC NAREFERENCE H13MMENT 4, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. N CENTERLINE FF. FINISHED FLOOR ELEVATION NLD NAIL L DISK 1SL •BUILDING SETBACK LIRE 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. R/W •RIGHT- OF-WAY BN. •BENCHMARK 5. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED 70 RECONSTRUCT BOUNDARY LINES. ESMT. EASEMENT BA. BASE BEARING 7. BEARINGS, ARE BASED ASSUMCD DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) DRAIN. DRAINAGE 5. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. UNLESS OTHERWISE NOTED. UTIL. CHAIN LINK FENCE UTILITY CLF 9. CERTIFICATE OF AUMORILITION No. 459& " VDFG • WOOD FENCE C/B • CONCRCTE BLOCK SCALE 1• - 20 DRAWN BY: MLT PC PONT OF CURVATURE 0N7 OF TANGENC7 P.T. • PICERTIFIEDay. WTE ORDER ND. DESC. DESCRIPTION R • RADIUS PLOT PLAN 09-08-2017 3549-17 L ARC LENGTH D DELTA C • CHORD C. B. CHORD BEARING NORTH THIS BUILDING\ PROPERTY DOES NOT LIE WITHIN R U& 8- - THE ESTABLISHED 100 YE R FLOOD PLANE AS PER •FIRM• EVER, R. 47ZONE R.L. S /` 4801 X•MAP / 12117CO090 F (09-28-07)DAMES 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 _ 2 8 9 9 Range No. No? Nameplate Line Neutral # 7 1 1 8000 god -DING 2 0 0 3 0 0 SAhFpRpRange/Oven Summary Standard 6,400 4,480 Optional 8,000 4,480 Dryers Dryer No. No? Nameplate Line Neutral 1 1 5000 2 0 3 0 Dryer Summary Standard 5,000 3,500 Optional 5,000 3,500 Heating and Cooling: Actual Number = 1 Name M? Ph No Amps Volts VA HP Line Neutral 1 M 1 1 14.0 240 3,360 0 1 M 1 1 2.0 240 480 0 1 M 1 1 5.0 240 1,200 0 1 1 1 1 14 240 1 3,360 0 Heat/Cool Summary Standard 8,400 0 Optional 8,400 0 Fixed Appliances: Actual Number = 6 Name M? Ph No Amps Volts VA HP Line Neutral DISP 1 1 120 600 600 600 DISH 1 1 120 1200 1,200 1,200 MICRO 1 1 120 1200 1,200 1,200 WH 1 ,1 18.5 240 4,440 0 OPT POOL 1 1 10 240 2,400 0 OPT POOL HEAT 1 1 31 240 7,440 0 Fixed Appliance Summary Standard 12,960 2,250 Optional 17,280 2,250 Other Appliances: Actual Number = 0 Name M? Ph No Amps Volts VA HP Line Neutral Other Appliance Summary Standard 0 0 Optional 0 0 25% of Max Motor: Line is Std Only; Neutral for Both Maximum Phase Amps Volts z 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 ry O 0 M 0 io O v C C T- 0" 39'- 0" 12'- 0" T- 0" U Q Q Q Q Q Q Q Q Q m m m m m m M u, CJ3 XCJ3 U CJ5 v N CJ5 2 7 t v J7 J7 o J7 O J7 J7 cj J7 J71 w wJ Y CJ5 J7 v F c"l co F- U CJ3 J7 cD U Um U C J7 J4 J7 J U 0 J4 C CJ3A Fv, CJ3A U J5 J7 I J U N I J4 y 4' 8" CJS J4 J5 6/12 JS CJ3 CJ3C iG LL CJ3A Fis CJ3A M 1 V U U C CJ N UU U C A zdl 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 Q 11 11 11 mll 11 11 7' 4" 2899 VILD/ C r SANFORD oc' aRl NOTE: SEE ENGINEERING PROFILES FOR SPECIAL CONNECTIONS AND NAILING SCHEDULES. ALL WALLS SHOWN ARE LOAD BEARING AT 9'- 4" UNLESS OTHERWISE NOTED. KNEEWALL TO 11'- 4" BRG. T- 4" 11'- 4" APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT= 2 x 4 BOTTOM = 2 x 4 TOP = 2x4 12 6. 0 Pp' i 0 12 i a 12„ TRUSS END DETAIL RECORD COPY 0 v 14'- 4" PLT. HGT. 11'- 4" BRG. HGT. MID - FLORIDA LUMBER ACQUISITIONS BARTOW, FLORIDA 6 - HUS26 1-PLY HGR 1349- AorC P 1349AC E DIE —IT N/ A B-3-171 Bmax 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 - Park Sq Hm/Milan-1349-A or C MiTek USA, Inc. Site Information: 6904 Parke East Blvd. Ta pa, 33610-4115 Customer Info: PARK SQUARE HMS Project Name: P1349AC Model: MILAN - 1349 - AmLor Lot/Block: 143 Subdivision: WYNDHAM PRESERVE Address: 2416 WAXWING WAY City: SANFORD State: FLORIDA Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/TP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 40.0 psf Floor Load: N/A psf This package includes 34 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 61 G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. ISeal# I Truss Name I Date I No. I Seal# Truss Name I Date18/3/171IT11754289JA18/3/17 112 1 T11754300 1 B1 12 I T11754290 I A2 18/3/17 113 I T11754301 I B2 18/3/17 I 13 IT11754291 IA3 18/3/17 114 1T117543021B3 18/3/17 14 IT11754292IA4 18/3/17 115 IT117543031131 18/3/17 15 IT11754293IA5 18/3/17 116 IT11754304IC2 18/3/17 16 IT11754294IA6 18/3/17 117 IT117543051CJ 18/3/17 I 17 I T11754295 I A7 18/3/17 118 I T11754306 I CA 18/3/17 I 18 IT11754296IA8 18/3/17 119 IT11754307ICJ3 18/3/17 19 IT11754297IA9 18/3/17 120 IT11754308 I CJ3A 18/3/17 110 IT11754298IA10 18/3/17 121 IT11754309 I CJ3B 18/3/17 I Ill IT11754299IA11 18/3/17 122 1T117543101CJ3C 18/3/17 I 1 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Mid -Florida Lumber Acquisitions, Inc.. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSIfrPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any protect 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 venfied 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 property incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 7-2899 VILD/yC SANFORD Opq R ' A Albani, Thomas 1 of 2 RE: P1349AC - Park Sq Hm/Milan-1349-A or C Site Information: Customer Info: PARK SQUARE HMS Project Name: P1349AC Model: MILAN - 1349 - A or C Lot/Block: 143 Subdivision: WYNDHAM PRESERVE Address: 2416 WAXWING WAY City: SANFORD State: FLORIDA No. I Seal# Truss Name Date 23 IT11754311 I CJ4 8/3/17 124 1T11754312 I CJ5 18/3/17 1 125 IT11754313 I CJA 18/3/17 126 IT11754314 I CJB 18/3/17 127 1T11754315 I FT1 18/3/17 128 1T11754316 I J4 18/3/17 129 1T11754317 I J5 18/3/17 I30 1T11754318 I J7 18/3/17 131 1T11754319 I KJ5 18/3/17 132 IT11754320 I KJSA I8/3/17 133 1T11754321 I KJ6 18/3/17 134 IT11754322 I KJ7 18/3/17 2 of 2 Job Truss Truss Type Qty Ply Park Sq HMMilan-1349-A or C T71754209 P1349AC Al COMMON 11 1 e Inl Mid-Flonda Lumber, Bartow, FL 7 640 s Apr 19 2016 MRek industries. Inc Thu Aug 03 13 14 13 2017 Page 1 ID S_OpRO5ws414AkYA3UNGXPzr8by-InB6wRmPcujGwlLD?hEBIWGQKZ3dG iE?ZC66cyrZ10 r1-0.0 7-11-11 1 15-0-0 1 22-0-5 30.0-0 -0.o, 1-0.0 7-11-11 7-0-5 7-0-5 7.11-11 1 0 Scale = 153 3 40 J 1 4.4 = 6 00 12 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 062 TCDL 100 Lumber DOL 1.25 BC 0.93 BCLL 00 ' Rep Stress Incr YES WB 0 31 BCDL 100 Code FBC2014/TP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 4x6 = 30 = DEFL. in (loc) Vdefl L/d Vert(LL) -0 39 8-10 >934 240 Vert(TL) -0.68 B-10 >532 180 Horz(TL) 0.09 6 n/a n/a 4x4 = PLATES GRIP MT20 244/190 Weight 137 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-3-3 oc purlins BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. REACTIONS. (lb/size) 2=1260/0-8-0, 6=1260/0-8-0 Max Horz 2=-164(LC 10) Max Uplrft2=-328(LC 12), 6=328(LC 12) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-17=-1997/568, 3-17=1902/593, 3-18=1777/594, 4-18=1668/606. 4-19=1668/606, 5-19=-1777/594, 5-20=-1902/593, 6-20=-1997/568 BOT CHORD 2-10=-409/1772, 10-21=189/1163, 9-21=189/'1163, 9-22=189/1163, 8-22=189/1163, 6-8=425/1701 WEBS 4-8=199/755, 5-8=427/259, 4-10=-199/755, 3-10=427/259 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3 Opsf, h=25ft; B=45ft, L=30ft, eave=4ft, Cat 11, Exp B; Encl , GCpi=O 18, MWFRS (directional) and C-C Extenor(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 & MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1.60 3) The Fabrication Tolerance at joint 4 = 11 %, joint 2 = 11 %, joint 9 = 11 %, joint 8 = 11 %, joint 5 = 11 %, joint 10 = 11 %, joint 3 = 11 %, joint 6=11% 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10 Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=328, 6=328. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysts and design of this truss ja a Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verily design parameters and READ NOTES ON INS AND INCLUDED MITEK REFERENCE PAGE MII-7473 nw. 10,V312015 BEFORE USE. Design valid for use onty with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing ' is always required for stability and to prevent collapse with possible personal mlury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, we ANSVTPI1 Ouality Criteria, DSBJ! and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Ptate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Ply Park Sq Hm/Milan-1349-A or Crt T71754290 P1349AC A2 HIP 1 Mid -Florida Lumber, Bartow, FL 7 640 s Apr 19 2016 MTek Industries, Inc Thu Aug 03 13 14 16 2017 Page 1 ID S_OpRO5ws414AkYA3UNGXPzrBby-8LtFYToHvp6mD4oggnuMBuzCmAGTFHghXQnjxyrZlL r6-9-4 13-0-0 17-0-0 23-2-12 30.0-0 1- 0.0 6-9-4 Cr2-12 4-0.0 6-2-12 6.9-4 1-0.01 Scale = 153 5 4x8 = 4x4 = Id 13 12 10 9 3x5 = 1x4 II 3x4 3x8 = 1x4 II 3x5 = 3x4 = i fr9-4 i 13-0-0 I 17-0.0I 23-2-12 30.0-0 I LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 045 Vert(LL) -009 12-13 >999 240 MT20 244/190 TCDL 10. 0 Lumber DOL 1.25 BC 055 Vert(TL) -028 12-13 >999 180 BCLL 00 ' Rep Stress Incr YES WB 058 Horz(TL) 010 7 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matnx-M) Weight: 157 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-9-15 oc purllns BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 8-2-7 oc bracing. WEBS 2x4 SP No 3 REACTIONS. (lb/size) 2=1260/0-8-0, 7=1260/0-8-0 Max Horz 2= 144(LC 11) Max Uplift2=328( LC 12), 7=328(LC 12) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 20=-2114/654, 3.20=-2033/675, 3-21=-1561/556, 4-21=1468/572, 4-5=1321/571, 5-22=1469/ 572, 6-22=1562/556, 6-23=2032/675, 7-23=2114/654 BOT CHORD 2- 13=-510/1818, 12-13=-510/1818, 11-12=-289/1320, 10-11=289/1320, 9-10=519/1818, 7-9=519/ 1818 WEBS 3-13= 0/259, 3-12=579/253, 4-12=-92/397, 5-10=110/398, 6-10=579/253, 6-9=0/258 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10; VuR=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf; h=25ft, B=45ft, L=30ft, eave=oft, Cat II, Exp B; Eric[, GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 13-0-0, Extenor(2) 13-0-0 to 17-0-0, Interior(1) 21-2-15 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 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 loint(s) except at=lb) 2=328, 7=328. 7) " Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Vwify design paramafars and READ NOTES ON TWS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rw. 1"3/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing - - - is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Duality Criteria, DSS49 and SCSI Building Component 6904 Parke Fast SW Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply airkSqHnvVdan-1349-AwC T71751297 P1349AC A3 HIP 11 i nail Mid-Flonda Lumber, Bartow, FL 7 640 s Apr 19 2016 MTek Industries, Inc Thu Aug 03 13 14 17 2017 Page 1 IDS OpRD5ws414AkYA3UNGXPzr8bycYRdmppvg7EiPMf EX17vMQAlAVECnZpwBAKFNyrZIK s-9-4 11-0-0 I 15-0-0 19-0-0 24-2-12 1-0-0 5-94 5-2-12 4-0-0 4-0-0 5-2-12 59-4 1-0-0 Scale = 1 53 5 4x4 = 3x4 = 4x4 = 4 23 5 246 14 13 -' 11 10 3x4 1x4 II 3x8 = 3x4 = 3x8 = 1x4 11 3x4 Plate Offsets (X.Y)- 12 0-2-10.0-1-81. 18 0-2-10.0-1-81 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl L/d PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.33 Vert(LL) -014 11-13 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 063 Vert(TL) -038 11-13 >951 180 BCLL 0. 0 ' Rep Stress Ina YES WB 0.32 Horz(TL) 010 8 n/a n/a BCDL 100 Code FBC2014/TPI2007 Matrix-M) Weight 157 lb FT = 20 k LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-10-3 oc purlins BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 7-10-12 oc bracing WEBS 2x4 SP No 3 REACTIONS. (lb/ size) 2=1260/0-8-0, 8=1260/0-8-0 Max Horz 2=-123(LC 10) Max Uplrft2=- 328(LC 12), 8=-328(LC 12) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-21=-2151/693, 3-21=20801711, 3-22=1725/602, 4-22=1650/620, 4-23=-1486/608, 5-23=- 1486/608, 5-24=1486/608, 6-24=1486/608, 6-25=1650/620, 7-25=1725/602, 7-26= 2080i 711, 8-26=-2151 /693 BOT CHORD 2-14=552/1860, 13-14=552/1860, 12-13=402/1571, 12-27=-402/1571, 11-27=-402/1571. 10-11=- 561/1860, 8-10=56111860 WEBS 3-13=447/ 222, 4-13=133/479, 5-13=254/105, 5-11=254/105, 6-11=133/479, 7-11=-447/222 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7- 10, VuR=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf, h=25ft; B=45ft. L=3Dft, eave=oft, Cat. II, Exp B; Encl , GCpi= O 18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 11-0-0, Extenor(2) 11-0-0 to 23-2-15, Interior( 1) 23-2-15 to 31-0-0 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10 Opsf 6) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 100 lb uplift atfoint(s) except (It=lb) 2=328, 8=328. 7) "Semi - rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss n d 6 I Printedcopies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Varfly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTekm connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must vent' the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing - is always required for stability and to prevent collapse with possible personal mlury and property damage For general guidance regarding the MR fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DS849 and SCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Sq Hm Milan-1349-A or Cark T11754292 P1349AC A4 HIP 1 1 f I Mid-Flonda Lumber, Bartow, FL 7 640 s Apr 19 2016 MTek Industnes, Inc Thu Aug 03 13 14 17 2017 Page 1 ID S_OpRO5ws414AkYA3UNGXPzrBby-cYRdmppvg7EIPMf_EXI7vMQ8tASpCoWpwBAKFNyrZIK 9-0-0 iS0-0 21-0-0 252-12 l 30-0-0 3T Oi11-0-0 4-9-4 4-2.12 6-0-0 6-0-0 4-2-12 4-9-4 1-40 Scale = 1 53 5 4x8 = 1x4 II 4x8 = 4 21 22 5 23 24 6 13 - 11 10 3x4 = 3x4 x43= 3x5 3x5 = 3x8 = 1 340 I 150-0 21-40 i 30-0-0 9-0-0 6-0-0 6-0-0 9-40 Plate Offsets (X.Y)- f2 0-2-8.Edoel f4 0-5-4.0-2-01 f6:0-5-0 0-2-01. 18 0-2-8.Edael LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 045 Vert(LL) -012 13-16 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 078 Vert(TL) -034 13-16 >999 180 BCLL 0. 0 ' Rep Stress Incr YES WB 0 19 Horz(TL) 0.10 8 n/a n/a BCDL 100 Code FBC2014rrP12007 (Matrix-M) Weight 150 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-8-14 oc puffins BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 7-4-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/ size) 2=1260/D-8-0, 8=1260/0-8-0 Max Horz 2=103(LC 10) Max Uplrft2= 328(LC 12), 8=328(LC 12) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-20=21411770, 3-20=-2082r784, 3-4=1873/674, 4-21=1963/759, 21-22=-1963/759, 5-22=- 19631759, 5-23=1963r759, 23-24=1963r759, 6-24=1963/759, 6-7=-1873/674, 7-25= 2082l784, 8-25=-214lr770 BOT CHORD 2-13=-627/1862, 12-13=-438/1630, 11-12=-438/1630, 10-11=-445/1630, 8-10=634/1862 WEBS 3- 13=-274/215, 4-13=-50/351, 4-11=176/509. 5-11=411/216, 6-11 = 176/509, 6-1O= 50/351, 7-10=274/214 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3.Opsf, h=25ft, B=45ft, L=30ft, eave=oft, Cat II; Exp B, Eric[ , GCpi=O 18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 9-0-0, Extenor(2) 9-0-0 to 25-4-11 Intenor(1) 25-4-11 to 31-M zone,C-C for members and forces 8 MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (lt=lb) 2=328, 8=328 7) "Semi - rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - Veiny design Paramefars and READ NOTES ON TNS AND INCLUDED MTEK REFERENCE PAGE NIO.7473 ra ,. 1010312015 BEFORE USE. Design valid for use only with MITekV connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall builtling design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPH Quality Crttena, DS849 and BCSI Building Component 69N Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type pry Ply ParkSqHnWitan-1349-AorC T11751293 P1319AC A5 HIP 1 1 t Mid-Flonda Lumber, Bartow, FL 7 640 s Apr 19 2016 MRek industnes, Inc Thu Aug 03 13 14 18 2017 Page 1 ID S_OpRO5ws414AkYA3UNGXPzr8by-4k''?z9gXRQMZOWEAnEpMSZzGTapDx7oz9rvtngyrZlJ 1-0-0 39-4 37-I 712 150-0 I 6-212 37- 0 3-122-12 17-12 30-0-0 31-0.0 1.4 Scale = 1,53 5 6 00 4x4 = 3x4 = 4x4 = 3x4 = 4x4 4 22 5 2324 25 6 26 27287 29 8 d A 15 -- -' -- -- 13 _. -- 12 3x4 = 3x8 = 6x8 = 6x6 = 3x8 = 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In floc) Vdefl Lid PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 066 Vert(LL) -0.09 14-15 >999 240 MT20 2441190 TCDL 100 Lumber DOL 1.25 BC 071 Vert(TL) -0.26 14-15 >733 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.77 Horz(TL) 0.03 10 n/a n/a BCDL 100 Code FBC2014/TP12007 Matnx-M) Weight 154 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 4-11-12 oc purlins. SOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 640-0 oc bracing. WEBS 2x4 SP No 3 REACTIONS. (lb/size) 2=843/0-8-0, 13=2935/0-8-0, 10=646/0-8-0 Max Hone 2=82(LC 6) Max Uplrfl2=248(LC 8), 13=-1024(LC 8), 10=-340(LC 8) Max Grav2=855(LC 17), 13=2935(LC 1). 10=661(LC 18) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=1374/385, 3-4=1173/330, 4-22=1013/315, 5-22=10131315, 5-23=-122/385, 23-24=122/385, 24-25=-122/385, 6-25=-122/385, 6-26=319/1143, 26-27=-319/'1143, 27-28=-319/1143, 7-28=319/1143, 7-29=624/340, 8-29=624/340, 8-9=-748/358, 9-10=959/425 BOT CHORD 2-15=- 278/1187, 15-30=107/540, 30-31 = 107/540, 31-32=1071540, 14-32=-1071540, 14-33=694/323, 13-33=-694/323, 10-12=319/821 WEBS 4-15=0/ 254, 5-15=155/692, 5-14=1292/464, 6-14=-251/1142, 6-13=1658/512, 7-13=1558/631, 7-12=-322/953 NOTES- - -- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7- 10; VuK=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3.Opsf, h=25ft, B=45ft, L=30ft, eave=4ft, Cat II, Exp B, Encl., GCpl= 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 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 (tt=lb) 2=248, 13=1024, 10=340. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 lb down and 206 lb up at 7-0-0, 111 lb down and 106 lb up at 9-0-12, 108 Ito down and 106 Ito up at 11-0-12. 105 lb down and 106 Ito up at 13-0-12, 105 Ito down and 106 lb up at 15-0-0, 105 lb down and 106 lb up at 16-11-4, 108 lb down and 106 lb up at 18-11-4, and 111 lb down and 1D6lb up at 20-11-4, and 189 lb down and 206 lb up at 23-0-0 on top chord, and 327 lb down and 97 lb up at 7-0 , 66 lb down at 9-0-12. 66 lb down at 11-0- 12, 66 lb down at 13-0-12, 66 lb down at 15-0-0. 73 lb down at 16-11-4, 74 lb down at 18-11-4, and 74 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 Printed cop ies of this document are responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). not considered Signed and sealed and the signature must be verified on LOAD CASE(S) Standard any electronic copies Continued on Daae 2 Q WARNING - Vrdy design parameters and READ NOTES ON TMS AND INCLUDED WTEK REFERENCE PAGE MII.7473 rev. 1OV0312015 BEFORE USE. Design valid for use only with MiTeWl) connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracmg is always required for stability and to prevent collapse with possible personal injury end property damage For general guidance regarding the MR fabrication, storage, delivery, erection and bracing of busses and truss systems, see ANSUTPII Quality Criteria, DSB49 and BCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, AJexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/Mllan-1319-A or C T11754293 P1349AC AS HIP t 1 f Mid-Flonda Lumber, Barlow, FL 1640 s Apr 19 2016 Mllek Industries, Inc ihu Aug 03 13 14 19 ZU17 Page 2 ID S_OpR05ws414AkYA3UNGXPzr8by-YwZOBVg9CkUQegoMLyLb_nWRDz9Sgal6NVfRKGyrZll LOAD CASE(S) Standard 1) Dead + Roof Live (balanced). Lumber Increase=1.25, Plate Increase=l 25 Undorrn Loads (ptf) Vert: 1-4=60, 4-8=-60, 8-11=60, 16-19=20 Concentrated Loads (lb) Vert: 4=-142(F) 8=-142(F) 15=327(F) 6=97(F) 12=-327(F) 22=97(F) 23=-97(F) 25=-97(F) 26=97(F) 28=-97(F) 29=97(F) 30=-41(F) 31=41(F) 32=-41(F) 33=-41(F) 34=41(F) 35=-41(F) 36=-41(F) I Q WARNING - Vwffy design parametars and READ NOTES ON TFOS AND INCLUDED M/TEK REFERENCE PAGE M11-7473 —. 10/W/2015 BEFORE USE. KRIEW Design valid for use only with MlTekm connectors This design Is based only upon parameters shown, and is for an Individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property Incorporate this design Into the overall buitdtng 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 cotlapse with possible personal Injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVMII Quality Criteria. DSB-99 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 Qty Ply Park Sq Hm/Milan-1349-A or C T71754294 P1349AC A6 HIP 1 1 Job Mid-Flonda Lumber, Bartow, FL 7 640 s Apr 19 2016 MTek Industnes, Inc Thu Aug 03 13 14 19 2017 Page 1 ID S_OpRO5ws414AkYA3UNGXPzrBby-YwZOBVg9CkUQegoMLyLb_nWTkzBEgZ16NVfRKGyrZll o 7-5-4 14-4-0 115 ao 22512 3D-0-0 1-0 01 1-0-0 7-5-4 6-10-12 1 t. 6-10-12 7-5-4 R1 4x4 = 4x4 = Seale = 156 8 Id 13 "11 10 9 3x5 — 1x4 II 3x4 = 3x4 = 1x4 II 3x5 = 3x4 = I 7-5-4 14-D F1S8-01 22 12 i 30-0-0R! R1n_1'J 11n i1R17 7_iI LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1 25 TC 0.56 TCDL 100 Lumber DOL 1.25 BC 059 BCLL 0.0 Rep Stress Incr YES WB 081 BCDL 100 Code FBC2014/TP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 DEFL. in (loc) Vdefl Lid PLATES GRIP Vert(LL) -0.11 9-10 >999 240 MT20 244/190 Vert(TL) -0 31 9-10 >999 180 Horz(TL) 010 7 n/a n/a Weight 152 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc puriins. BOT CHORD Rigid Ceiling directly applied or 8-6-13 oc bracing REACTIONS. (lb/size) 2=1260/0-8-0, 7=1260/0-8-0 Max Horz 2=-157(LC 10) Max Uplift2=-328(LC 12), 7=328(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-2076/605, 3-20=1909/628, 3-21=-145B/506, 4-21=1355/529, 4-5=1218/520, 5-22=1355/529, 6-22=1458/506, 6-23=-1909/628, 7-23=2076/605 BOT CHORD 2-13= 462/1777, 12-13=462/1777, 11-12=-462/1777, 10-11=-222/1218, 9-10=470/1777, 7-9=470/1777 WEBS 3-13=0/284, 3-11=-673/283, 4-11=137/384, 5-10=137/384, 6-10=-673/283, 6.9=0/284 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=25ft, B=45ft. L=30ft; eave=oft; Cat II; Exp B, Encl , GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2-M to 14-4-0, Exterior(2) 14-4-0 to 15-8-0, Interior(1) 19-10-15 to 31-0-0 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 5) ` This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 uplrft at joint(s) except (it=lb) 2=328, 7=328 7) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Varrfy design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MN-7473 rev. 1017312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verily the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is toprevent buckling of individual tens web and/or chord members only Additional temporary and permanent bracing a 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 ANSVTPII Oualrty Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Akxantlna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply 1 ParkSqHnVMdan-I349-AorC T11754295 P1349AC A7 HIP 1 1 Job f Mrb-rlorwa Lumber, Bartow, I-L 1640 s Apr 19 Zuib Mitek Industries, Inc Inu Aug o3 13 14 Zu Zu1I Page 1 ID S_OpRO5ws414AkYA3UNGXPzrBby-077mOgroz2cHGgNZvfsgX_2g8NXeP5gGc9O_slyrZIH r1-0-01 6S4 12-4-0 I 17-8-0 231i12 I 30-0-0 3 1-40 6S4 510-12 5-4-0 510-12 6-5-4 1-60 Scale = 1 53 5 1a 4x8 = 4x4 = 4 22 23 5 13 12 10 9 3x5 = 1x4 II 3x4 = 3x4 3x8 = 1x4 II 3x5 = I LOADING (psf) TCLL 20.0 TCDL 100 BCLL 00 ' BCDL 100 SPACING- 2-0-0 Plate Grip DOL 125 Lumber DOL 1.25 Rep Stress Incr YES Code FBC20141TP12007 CSI. TC 039 BC 052 WB 048 Matnx-M) DEFL. in (loc) Udefl L/d Vert(LL) -0.09 12-13 -999 240 Vert(TL) -0.27 12-13 >999 180 Horz(TL) 0.10 7 n/a n/a PLATES GRIP MT20 244/190 Weight: 155 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-10-1 oc purlins BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 8-1-3 oc bracing WEBS 2x4 SP No 3 REACTIONS. (lb/size) 2=1260/0-8-0, 7=1260/0-8-0 Max Horz 2=137(LC 11) Max Uplrft2=-328(LC 12), 7=-328(LC 12) FORCES. (lb) - Max Comp /Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-20=-2128/668, 3-20=2049/688, 3-21=1616/571, 4-21=1531/591, 4-22=-1377/587, 22-23=1377/587, 5-23=1377/587, 5-24=1531/591, 6-24=1617/571, 6-25=2049/688, 7-25=-2128/668 BOT CHORD 2-13=-525/1833, 12-13=525/1833, 11-12=317/1376, 10-11=-317/1376, 9-10=534/1833, 7-9=534/1833 WEBS 3-12=-533/239. 4-12=-82/407. 5-10=92/407. 6-10=-533/239 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind, ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3 Opsf; h=25ft; B=45ft, L=30ft, eave=4ft, Cat 11, Exp B. Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-", Interior(1) 240-0 to 12-4-0, Exterior(2) 12-4-0 to 21-10-15, Intenor(1) 21-10-15 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 100 lb uplift at joint(s) except (It=lb) 2=328, 7=328. 7) "Semi -rigid prtchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vanity design parameters and READ NOTES ON iM5 AND INCLUDED MITEK REFERENCE PAGE 01,1II-7473 rw. 104772015 BEFORE USE Design valid for use only with MlTek® 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 properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of indrvidual 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 FAN fabrication, storage, delivery. erection and braong of trusses and truss systems, see ANSVTPH Quality Cntem, DSB-09 and BCSI Building Component 6904 Parke Fast Blvd Salety Information avaipble from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm Milan-1349-A or C Tt 1754296 P1349AC A8 HIP 1 1 b fr foptionall Mid-Flonda Lumber, Barlow, FL 7 640 s Apr 19 2016 Mi7ek Industnes, Inc Thu Aug 03 13 14 21 2017 Page 1 ID S OpRO5ws414AkYA3UNGXPzrBby-UJgBbAsQjLk8tyITNN33CbtAnpwBbDPrp8Y09yrZIG r1-60, SS4 t0-0 15-0-0 13&0 I 21-6-12 30-0-0 31-0-0 10 o ss4 Z10-12 4 e o 4-8-0 4 tau ss4 t-o 0 Scale = 1 53 5 n411d 4x4 = 3x4 = 4x4 4 23 245 25 26 6 14 13 "' 11 10 3x4 i 1x4 II 3x8 = 4x4 = 3x8 = 1x4 II 3x4 M Id SS4 10-4-0 19-8-0 24-6-12 30-0.0 SS4 4-1112 9-4-04-1412 F 1 SS4 Plate Offsets (XY)-_I2.0-2-10,0-1-81, f8:0-2-10,0-1-81 LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 031 Vert(LL) -0.18 11-13 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 077 Vert(TL) -0.53 11-13 >685 180 BCLL 00 ' Rep Stress Incr YES WB 0 28 Horz(TL) 0.11 8 n/a n/a BCDL 100 Code FBC2014rrP12007 Matnx-M) Weight 154 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-10-4 oc purlms BOT CHORD 2x4 SP No 2 BOT CHORD Rigid telling directly applied or 7-9-3 oc bracing. WEBS 2x4 SP No 3 REACTIONS. (lb/size) 2=1260/0-8-0, 8=1260/0-8-0 Max Horz 2=116(LC 11) Max Uplift2=328(LC 12), 8=-328(LC 12) FORCES. (lb) - Max Comp /Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-21=-2157/707, 3-21=-2088/724, 3-22=1782/619, 4-22=1713/636, 4-23=1544/620, 23-24=-1544/620, 5-24=1544/620, 5-25=1544/620, 25-26=-1544/620, 6-26=-1544/620, 6-27=1713/636, 7-27=1782/619, 7-28=-2088/724, 8-28=2157/707 BOT CHORD 2-14=-566/1868, 13-14=566/1868, 12-13=-451/1675, 12-29=-451/1675, 11-29=-451/1675, 1D-11=-575/1868, 8-10=575/1868 WEBS 3-13=391/212, 4-13=134/503, 5-13=-299/131, 5-11=299/131, 6-11=134/503, 7-11=391 /212 - NOTES- 1) Unbalanced roof live loads have been Considered for this design 2) Wind ASCE 7-10; VuR=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3 Opsf, h=25ft, B=45ft; L=30ft, eave=4ft, Cat. 11, Exp B; Encl , GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 10-4-0, Exterior(2) 10-4-0 to 23-10-15, Intenor(1) 23-10-15 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 nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10 Opsf 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except 0=1b) 2=328, 8=328. 7) "Semi rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - V4rffy daslgn paramafars and READ NOTES ON TH/S AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rw. 10/07/2015 BEFORE USE. Design valid for use only with M7ek® connectors This design ,s 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 buiid,ng design, Bracing indicated ,s to prevent buckling of indmtlual trussweb and/or chord members only Additional temporary and permanent bracing - - - is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Ouallty Criteria, DSBa9 and BCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/Milan-1349-A or C T71754297 P1349AC A9 HIP 1 1 J. Mkt -Florida Lumber, Bartow, FL 7 640 s Apr 19 2016 Mirek Industnes, Inc Thu Aug 03 13 14 212017 Page 1 ID S_OpRO5ws414AkYA3UNGXPzr8by-UJg8bAsQtLkBtyITNN33Cbp9nr5BmPrp8YO9yrZIG r1-0.0, 8-0-0 1 15-0-0 F 21-8-0 2 30-0-0 41-0.01 1-0.0 4-5-4 310.12 6-8-0 6-8-0 310.12 4-5-4 1-0.0 Scale = 153 5 aI1 4x8 = 4x8 = 1 21 22 ° 23 24 6 13 - 11 10 3x5 = 3x4 = 3x4 = 3x4 = 3x5 = 3x8 = 8+0 i 150-0 21-8-0 30-0-0 8V 0 6-8-0 6-8-0 i 8-4-0 Plate Offsets (X Y)— 12 D-2-8Ed0e1 14 0-5-40-2-01 f6 0-5-4 0-2-01 [8 D-2-8 Edge] LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) I/defl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.56 Vert(LL) -0 12 11 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.70 Vert(TL) -0 32 10-11 >999 180 BCLL 0. 0 ' Rep Stress Incr YES WB 0.24 Horz(TL) 010 8 n/a n/a BCDL 100 Code FBC20141TP12007 (Matnx-M) Weight. 149 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-4 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-5-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/ size) 2=1260/0-8-0, 8=1260/0.8-0 Max Horz 2=96(LC 11) Max Uplift2=- 328(LC 12), 8=-328(LC 12) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-20=2156/766, 3-20=-2096/779, 3-4=-1923/683, 4-21=-2140/804, 21-22=-2140/804, 5-22= 2140/804, 5-23=-2140/804, 23-24=2140/804, 6-24=2140/804, 6-7=1923/683, 7-25= 2096/779, 8-25=2156/766 BOT CHORD 2-13=-621/1875, 12-13=-455/1683, 11-12=-455/1683, 10-11=-465/1683, 8-10=631/1875 WEBS 4- 13=39/331, 4-11=209/628, 511=-458/240, 6-11=-209/628, 6-10=-39/331 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10, VuK=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft; B=45ft; L=30ft. eave=oft, Cat II; Exp B, Encl , GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-4-0, Exterior(2) 8-4-0 to 25-8-11 Intenor(1) 25-8-11 to 31-M zone;C-C for members and forces S MWFRS for reactions shown, Lumber DOL=1.60 plate grip COL=1 60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (/t=lb) 2=328, 8=328. 7) "Semi - rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. H Id Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Varilo design MiTekO co and READ NOTES ON THIS AND INCLUDED Mters REFERENCE PAGE M&7I77 rev. building component. BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters stxlwn, and is for an individual builtling component, not a truss system Before use, the building designer must very the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing - - is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPII Quality Criteria, DSBa9 and BCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria. VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq HmIMilan-1349-A or C T71754298 P1349AC A10 SPECIAL 1 1 all Mid-Flonda Lumber, Bartow, FL 7 640 s Apr 19 2016 MTek Industries, Inc Thu Aug 03 13 14 14 2017 Page 1 ID S_OpR05ws4l4AkYA3UNGXPzr8by-BzIV7nm1NCs7YvwPZPIQHjodiyTP?IfNEDxge3yrZIN 11-0-0 6-4-o I 11-8-0 I 17-0-o F 2D.4-0 24-10.12 1-0-06-4-0 54-0 s-4-o 3-4-0 4-6-12 5-1-4 Scale = 1 54 4 4x6 II 14 13 11 3x5 _ 1x4 II 3x8 = 4x4 = 5x5 = 3x4 = 3x5 = 6-0 I 11-6-0 17-0.0 I 232-12 I 30.0.o 6+0 5-4-o 5 :0 fr2-12 rr9-4 Plate Offsets (X,Y)— f3:0-5-4.0-2-01. f5 D-5-4.0.3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 045 Vert(LL) -0 19 11-13 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 064 Vert(TL) -0 47 11-13 >767 180 BCLL 00 ' Rep Stress Ina YES WB 078 Horz(TL) 011 8 n/a n/a BCDL 100 Code FBC2014/TPI2007 (Matnx-M) Weight 147 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-2-11 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-10-1 oc bracing WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1263/0-8-0, 8=1257/0-8-0 Max Horz 2=109(LC 11) Max Uplift 2=330(LC 12), 8=-326(LC 12) FORCES. (lb) - Max Comp /Max. Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-211=2079/640, 21-22=-2004/649, 3-22=1990/660, 3-23=-2605/889, 4-23=-2605/889, 4-5=2605/889, 5-24=-3089/1067, 6-24=-3049/1078, 6-25=-1938/686, 7-25=2001/674, 7-26=2087/689, 8-26=-2154/674 BOT CHORD 2-14=-496/1778, 13-14=-495/1782, 12-13=752/2663, 11-12=-752/2663, 10-11=-390/1548, 8-10=542/1866 WEBS 3-13=3161961. 4-13=363/189, 5-11 = 1542/603. 6-11=-698/2038, 6-10=1111387, 7-10=253/168 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10, Vint=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf; h=25ft; B=45ft, L=30ft, eave=oft, Cat. II, Exp B, Encl , GCpi=O 18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 6-4-0, Extenor(2) 6-4-0 to 9-4-0, Interior(1) 17-0-0 to 31-0-0 zone,C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 240-0 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 Ito uplift at joint(s) except Ot=lb) 2=330, 8=326 7) "Semi -rigid pifchbreaks including heels" Member end fixity model was used in the analysts and design of this truss N d Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vn1ty design parameters and READ NOTES ON TIeS AND INCLUDED IWTEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual budding component, not a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design - Bracing indicated is to prevent buckling of mdiwdual truss web andlor chord members only Additional temporary and permanent bracing — - is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the ki fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Cnterla, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq HmMliian-1349-A or C T11751299 P1349AC All SPECIAL 1 1 Mid -Florida Lumber, Bartow, FL 7 640 s Apr 19 2016 MRek Industries, Inc Thu Aug 03 13 14 15 2017 Page 1 IDS DpRO5ws414AkYA3UNGXPzrBby-f9JtL7nfOV_93Vb66GfgxLj3Mm kmRWTthDBVyrZIM 11-0-0F 4-4-0 9-&0 150-0 20-4-0 24-10-12 30.0-0 1-0-0 4.40 540 5+0 5-0-0 4812 5-1-1 Scale a 1 54 4 4x4 = 15 "' "'14 "" " 12 11 10 3x5 1x4 II 4x10 = 3x8 M18SHS = 4x8 = 1x4 II 3x5 = 4-4-0 5-4-0 5+0 5+0 4-6-12 5-1-4 Plate Offsets (X,Y)- 12:0-2-10.0-1-81, f3-0-64,0-2-01, f8 0-0-4.Edgel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udell Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 079 Vert(LL) 0.31 12-14 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 081 Vert(TL) 079 12-14 >457 180 M18SHS 244/190 BCLL 00 ' Rep Stress Incr NO WB 0 74 Horz(TL) 015 8 n/a n/a MT18HS 244/190 BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight 147 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-4-15 oc purlins 3- 5: 2x4 SP No.1 BOT CHORD Rigid telling directly applied or 6-2-11 oc bracing BOT CHORD 2x4 SP No 1 WEBS 1 Row at midpt 5-11 WEBS 2x4 SP No 3 REACTIONS. ( lb/size) 2=1519/0-8-0, 8=1338/0-8-0 Max Horz 2=102(LC 7) Max UpIAt2=411(LC 8), 8=354(LC 8) FORCES. ( lb) - Max. Comp /Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2694/678, 3-22=-4151/1091, 22-23=-4151/1091, 23-24=-4151/1091, 4- 24=-4151/1091, 4-25=-4151/1091, 25-26=-4151/1091, 5-26=-4151/1091, 5-6=-1989/521, 6- 7=-1981/529, 7-8=2273/557 BOT CHORD 2-15=-529/2346, 15-27=-525/2353, 27-28=525/2353, 28-29=-525/2353, 14-29=-525/2353, 14- 30=-1032/4418, 13-30=1032/4418, 12-13=-1032/4418, 11-12=1035/4412, 10- 11=-416/1967, 8-10=-416/1967 WEBS 3-14=-506/1948, 4-14=-460/240, 5-14=-606/470, 5-11=2916/778, 6-11=-334/1402, 7- 11=-331/145 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf, h=25ft, B=45ft. L=241t, eave=Oft; Cat. II; Exp B; Encl , GCpi=O 18, MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding 4) All plates are MT20 plates unless otherwise Indicated 5) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except ()t=lb) 2=411. 8= 354. 8) " Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 114 lb down and 92 lb up at 4-4-0, 83 lb down and 68 lb up at 5-1-14, 86 Ito down and 67 lb up at 7-1-14, and 86 lb down and 67 lb up at 9-1-14, and 84 lb down and 67 It up at 10-8-6 on top chord, and 48 lb down at 4-4-0, 31 lb down at 5-1-14, 31 lb down at 7-1-14, and 31 lb down at 9-1-14, and 31 lb down at 10-8-6 on bottom chord The design/selection of such Connection device(s) is the responsibility of others 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard Continued on Daoe 2 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - VrHy daslgn paramatrs and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE 111II-7473 ray. 11141312015 BEFORE USE Design valid for use only with Mi'Tek® 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 verity the applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent buckimg-of individual truss web and/or chord members onlyAdditional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the Is fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-09 and BCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq I-ImlMilan-1349-A or C T11754299 P1349AC All SPECIAL 1 1 fer (optional) Mid -Florida Lumber, Barlm, FL 7 640 s Apr 19 2016 MiTek Industnes, Inc Thu Aug 03 13 14 15 2017 Page 2 ID S_OpR05ws414AkYA3UNGXPzr8by-f9JtL7nfBV_93Vb66GfgxLl3Mm_kmRVVrthDBVyrZIM LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1 25, Plate Increase=l 25 Uniform Loads (plf) Vert 1-3=60, 3-5=-60, 5-6=60, 6-9=60, 16-19=20 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(1`) 29=22(F) 30=-22(F) Q WARNING - Vrrty Msipn pararruit— and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE M11.7473 nw. 10/03/2015 BEFORE USE. Design valid for use only with MiTeke connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the M! fabrication, storage, deirvery, erection and bracing of trusses and truss systems, see ANSI/TPit Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria. VA 22314 Tampa, FL 36610 Job Truss Truss Type aty Ply ParkSqHmtMlan-1340,AorC T 11754300 P1349AC B1 COMMON 4 1 Job f Mid -Florida Lumber, Bartow, FL 7 640 s Apr 19 2016 MTek Industries, Inc Thu Aug 03 13 14 22 2017 Page 1 ID S_OpRO5ws414AkYA3UNGXPzr8by-yVEWpWt2Ufs_VBXx04ulcP82oB95t3iY4Tt5xbyrZIF I 4-9-4 9-4-0 13-10-12 19-0-0 1 20.0-0 4-9-4 4-6-12 41i 12 5-1-4 1-0-0 Scale = 1 34 9 4x4 = i US = 5xB = 3x4 = 9+0 1 a 9+0 seo Plate Offsets (X,Y)— f5 0-1-12.Edoel. 17 0-4-0,0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 025 Vert(LL) -0.12 7-10 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 078 Vert(TL) -0.32 7-10 >716 180 BCLL 00 ' Rep Stress Incr YES WB 0 20 Horz(TL) 0.04 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight 85 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5-2-4 oc purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 WEDGE Left 2x4 SP No 3 REACTIONS. (lb/size) 1=746/0-8-0, 5=834/0-8-0 Max Horz 1=100(LC 10) Max Uplift 1=-179(LC 12), 5=225(1_C 12) FORCES. (lb) - Max. Comp./Max. Ten -All forces 250 (lb) or less except when shown TOP CHORD 1-14=1221/418, 2-14=1115/427, 2-15=-914/320, 3-15=-846/331, 3-16=846/320, 4-16=-914/309, 4-17=-1166/420, 5-17=-12201405 BOT CHORD 1-7=295/1045, 5-7=308/1043 WEBS 3-7=134/515, 4-7=-337/211, 2-7=-344/201 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3 Opsf, h=25ft, B=45ft. L=24ft; eave=oft, Cat. II, Exp B, Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Intenor(1) 3-0-0 to 94-0, Extenor(2) 94-0 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 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (lt=lb) 1=179, 5=225 6) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Verity design panmarars and READ NOTES ON TIES AND INCLUDEDWTEK REFERENCE PAGE MU-7473 rw. 1"32015 BEFORE USE. Design valid for use only with MTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the is fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSITPI1 Ouality Criteria, DSBJ! and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/Mil2rl-1349-A or C T71754301 P1349AC B2 HIP 1 t Job MKI-Florida Lumber, Barlow, FL 7 640 s Apr 19 2016 MiTek Industries, Inc Thu Aug 03 13 14 23 2017 Page 1 ID S_OpRO5ws414AkYA3UNGXPzr8by-QlouostgFz_r7H68aoPXBdgDwaYtcXPil7deTlyrZIE 4-5-4 I B-iio 10-0-0 14-2-12 1sa0 Z 114 4-2-12 1-4-0 4-2-12 4-9-4 1-0-0 Scale = 1 34 0 4x4 = 4x4 = lit 3x5 = 3x4 = 5x5 = 3x4 = B-8-0 0-0 1 0-0 8-8-0108-0 470 9 0-0 Plate Offsets (X Y)— 16 0-1-12 Edoel 18 0-2-8 0-3-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 023 Vert(LL) -0.12 9-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 062 Vert(TL) -0.30 9-12 >756 180 BCLL 00 ' Rep Stress Incr YES WB 017 Horz(TL) 004 6 n/a n/a BCDL 100 Code FBC2014/rP12007 Matrix-M) Weight 90 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-2-7 oc purlins BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 9-9-6 oc bracing WEBS 2x4 SP No 3 WEDGE Left. 2x4 SP No 3 REACTIONS. (lb/size) 1=747/0-8-0, 6=833/0-8-0 Max Horz 1=94(LC 10) Max Uplift 1 =1 79(LC 12), 6=225(LC 12) FORCES. (Ib) - Max. Comp /Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-1235/446, 2-16=1137/460, 2-3=944/369, 3-4=793/362, 4-5=-952/362, 5-17=1189/472, 6-17=1239/459 BOT CHORD 1-9=332/1060, 8-9=157r793, 6-8=-359/1063 WEBS 2-9=334/217, 3-9=-80/272, 5-8=322/229 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10, Vuft=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf; BCDL=3 Opsf, h=25ft, B=45ft, L=24ft; eave=4ft, Cat II, Exp B; Encl , GCpi=O 18, MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Intenor(1) 3-0-0 to 8-8-0, Extenor(2) 8-8-0 to 10-0-0, Intenor(1) 14-4-11 to 20-0-0 zone;C-C for members and forces 3 MWFRS for reactions shown, Lumber D0L=1 60 plate gnp DOL=1 60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (ft=lb) 1=179, 6=225. 7) "Semi -rigid prtchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify design paramefrs and READ NOTES ON TNIS AND INCLUDED WTEK REFERENCE PAGE Ma-7473 rev 10T3/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component. not a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall budding design. Bracing indicated is to prevent buckling of individual truss web and/or cord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Crttena, DSB-09 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq HrtvMilan-1349-A or C T11754302 P1349AC B3 HIP 1 1iah Mid-Flonds Lumber, Bartow, FL 7 640 s Apr 19 2016 MTek Industnes, Inc Thu Aug 03 13 14 23 2017 Page 1 ID S_OpRO5ws414AkYA3UNGXPzrOby-QiouOstgFz_r7H66aoPX8dg4_aVBcWLil7deTlyrZIE J 3-54 - 3-2-12 5-4-0 3-2-12 3-9.4 1-0-0 Scale = 134 0 4x5 = 4x8 = 17 18 19 Ix4 = 4x4 = 3x8 = 3x4 = 4x4 = 0 8_0 5-4-0 7-0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1 25 TC 080 TCDL 100 Lumber DOL 1 25 BC 078 BCLL 00 ' Rep Stress Ina NO WB 0.24 BCDL 100 Code FBC2014/TPI2007 Matnx-M) DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -009 8-10 >999 240 MT20 2441190 Vert( TL) -0.25 8-10 >917 180 Horz( TL) 0.08 6 n/a n/a Weight 90 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 `Except` TOP CHORD 3- 4: 2x4 SP No.1 BOT CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 1=1364/0-8-0, 6=1431/0-8-0 Max Horz 1=-75(LC 6) Max Uplift 1=-392(LC 8), 6=-433(LC 8) FORCES. ( lb) -Max Comp /Max Ten -All forces 250 (lb) or less except when shown TOP CHORD 1-2=2488/747, 2-3=2367/728, 3-17=2124/684, 17-18=2124/684, 18-19=-2124/684, 4- 19=2124/684, 4-5=2395/737, 5-6=2554/768 BOT CHORD 1-10=589/2148, 9-10=548/2145, 9-20=548/2145, 8-20=548/2145, 6-8=615/2226 WEBS 3-10=-43/592, 4-8=55/617 Structural wood sheathing directly applied or 3-0-3 oc purlins Rigid ceiling directly applied or 7-&9 oc bracing NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3 Opsf, h=25ft; B=45ft, L=241t, eave=oft, Cat. II; Exp B, Encl., GCpi=O 18, MWFRS (directional), Lumber DOL=1 60 plate gnp DOL=1 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ` This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-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 (A=lb) 1=392, 6= 433 7) " Semi -rigid pilchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 lb down and 204 lb up at 6-8-0, 115 lb down and 106 lb up at 8-8-12, and 115 lb down and 106 lb up at 9-11-4, and 189 lb down and 204 lb up at 12-0-0 on top chord, and 327 lb down and 97 lb up at 6-8-0, 66 lb down at 8-8-12, and 66 lb down at 9-11-4, 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 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=l 25, Plate Increase=l 25 Uniform Loads (plf) Vert 1-3=60, 3-4=-60, 4-7=-60, 11-14=-20 Concentrated Loads (lb) Vert 3=1142(F) 4=-142(F) 9=-41(F) 10=327(F) 8=-327(F) 18=97(F) 19=97(F) 20=-41(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies W Q WARNING - Varffy daslgn paramar— and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 rev. 1010312015 BEFORE USE. Design valid for use only with MTelem connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPn Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd Safety Irdormatlon available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type city Ply Park Sq HrtVMian-1349-A or C T11754303 P1349AC C1 SPECIAL 1 1 Mid-Flonda Lumber, Bartow, FL 7 640 s Apr 19 2016 MTek Industries, Inc Thu Aug 03 13 14 24 2017 Page 1 IDS OpRO5ws414AkYA3UNGXPZrBby-vuMHECulOG6lkRhK8VwmhgDNm_wbLvmrXnMC?TyrZID 1-0-12 4-11• 6-3-0 a- 11.2-8 12-3-4 1-a 12 4-11-4 1+00+ z a-6-e 1-a1z 4x4 = 3x4 = 3x4 6 Do 12 3 1 s 3x4 = 1 5x4 11 9 a i 1 6-&o 1 Nc2^8 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1.25 TC 0.28 TCDL 100 Lumber DOL 1.25 BC 045 BCLL 0.0 ' Rep Stress Incr NO WB 048 BCDL 100 Code FBC2014lrP12007 Matrix-M) 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 Scale 1/4-=1' DEFL. in (loc) Udell L/d PLATES GRIP Vert(LL) 0.0211-12 >999 240 MT20 244/190 Vert(TL) -0 04 11-12 >999 180 Horz(TL) -0.02 9 n/a n/a Weight 94 lb 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 10-0-0 oc bracing. REACTIONS. All bearings 4-6-8 except Qt=length) 12=0-7-4. lb) - Max Horz 12=150(LC 23) Max Uplift All uplift 100 lb or less at joint(s) 9 except 12=-416(LC 8), 10=-1382(LC 8), 8=145(1_C 25) Max Grav All reactions 250 lb or less at joint(s) 9, 9, 8 except 12=435(LC 17), 10=1277(LC 29) FORCES. (lb) -Max Comp /Max. Ten -All forces 250 (lb) or less except when shown TOP CHORD 2-3=293/347, 34=203/337, 4-5=-255/363, 2-12=-416/382 BOT CHORD 5-10=-946/938 WEBS 5-11=816/757.2-11=-359/305 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10, VuH=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=25ft; B=45ft, L=24ft, eave=oft, Cat It. Exp B, Encl.. GCpt=O 18; MWFRS (directional), end vertical left exposed, porch left exposed, Lumber DOL=1 60 plate gnp DOL=1 60 3) This truss is not designed to support a ceiling and is not intended for use where aesthetics are a consideration. 4) Provide adequate drainage to prevent water ponding 5) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 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) Bearing at joint(s) 10 considers parallel to grain value using ANSIITPI 1 angle to grain formula Building designer should verify capacity of bearing surface 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at)oint(s) 9 except (jt=lb) 12=416, 10=1382, 8=145. 9) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 185 lb down and 206 lb up at 4-11-4, and 185 lb down and 206 lb up at 6-3-4 on top chord, and 606 lb down and 632 lb up at 4-11-4, and 591 lb down and 647 lb up at 6-2-8 on bottom chord The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1 25, Plate Increase=1 25 Uniform Loads (plf) Vert 1-2=60, 2-3=-60, 34=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 Continued on plaae 2 0 WARNING - Vrffy dasign parametrs and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 ray. 10103/2015 BEFORE USE Design valid for use only with MTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verily the applicability of design parameters and properly incorporate this design into the overall budding design Bracing indicated is to prevent buckling of mtliHtlual truss web and/or chord members only Additional temporary and permanent bracing - - is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, OSB49 and BCSI Building Component 6904 Parke East Blvd Safety Inlor ation available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sit Hm/MilarF1349-A or C T71754303 P1349AC C1 SPECIAL 1 1 Job MM-Florida Lumber, Bartow, FL LOAD CASE(S) Standard Concentrated Loads (Ib) Vert 3=90(F) 4=90(F) 11=149(F) 13=-149(F) 7 640 $ Apr 19 2016 MTek Industries, Inc Thu Aug 03 13 14 24 2017 Page 2 ID S_OpRO5ws414AkYA3UNGXPzrSby-vuMHECulOG6lkRhKBVwmhgDNm_wbLvmrXnMC?TyrZID Q WARNING - Varlfy dasrgn Paramaf— and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 ray. 1OM312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building desgner must verity the applicability of design parameters and properly mcorporate this design into the overall buitdmg design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing - is ahvays required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the is fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alex ndna. VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq Hm/Milan-1349-A or C T11754304 P1349AC C2 SPECIAL 1 1 job f e I I Mid -Florida Lumber, Bartow, FL 7 640 s Apr 19 2016 MTek Industries, Inc Thu Aug 03 13 14 25 2017 Page 1 ID S_OpRO5ws4l4AkYA3UNGXPzrBby-N4wfRYvwnaEZMbGWiDR?E2mYXOHd4NF?mR6lXwyrZIC 1 2 Ott 0+ 1-4-0 4-111 1-0-12 Scale = 1 50 0 3x4 = 3x4 - 4x4 = 600 F12 3 4 5 12 11 1 5x4 I I 6x6 = 4- - 14 4 6 4. 2-14 4 01-&12 LOADING ( psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1 25 TC 028 TCDL 100 Lumber DOL 1 25 BC 040 BCLL 0.0 ' Rep Stress Incr NO WB 0 40 BCDL 100 Code FBC2014/TPI2007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 'Except' 3- 11: 2x4 SP No.3 WEBS 2x4 SP No 3 REACTIONS. ( lb/size) 12=248/0-3-4, 8=418/D-7-4, 11=729/0-7-4 Max Horz 12=235(LC 6) Max Uplift 12=204(1_C 4), 8=-462(LC 8). 11=-1159(LC 7) Max Grav 12=361(LC 30), 8=459(LC 30). 11=1154(LC 29) FORCES. ( lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 3-4=297/388, 4-5=-272/375, 5-6=-337/388, 2-12=-317/211, 6-8=-450/423 BOT CHORD 10-11=990/1007, 3-10=848/822 WEBS 3-9=683/602, 6-9=-261/237 DEFL. in floc) Vdefl Ud PLATES GRIP Vert( LL) 0.03 8-9 >999 240 MT20 244/190 Vert( TL) -005 8-9 >999 180 Horz(TL) - 003 8 n/a n/a Weight 94 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. Except 5-7-13 oc bracing: 10-11 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3 Opsf; h=25ft, B=45ft, L=24ft, eave=4ft, Cat II, Exp B; Encl , GCpi=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 (tl=lb) 12=204. 8=462, 11= 1159 7) 'Semi -rigid prtchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 170 lb down and 187 lb up at 4-11-4, and 185 lb down and 206 lb up at 6-3-4 on top chord, and 242 lb down and 246 lb up at 4-11-4, and 606 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 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1 25, Plate Increase=1 25 Undone Loads (plf) Vert 1-2= 60, 2-4=-60, 4-5=60, 5-6=60, 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 Q WARNING - Verify design Parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Braong indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing -MFIR is always requiredforstabilityandtopreventcollapsewithpossiblepersonalmiuryandpropertydamageForgeneralguidanceregardingthelabncation, storage, delivery, erection and braang of trusses and truss systems, see ANSVTPII Quality Criteria, DSB49 and BCSI Building Component 69D4 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HrtVMilan-1349-A or C I T71754305 P1349AC CJ JACK 1 Jo Mid -Florida Lumber, Bartow, FL 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1 25 TC 001 TCDL 100 Lumber DOL 1 25 BC 001 BCLL 00 ' Rep Stress Ina YES WB 0.00 BCDL 100 Code FBC2014/rPI2007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 REACTIONS. (lb/size) 1 =41 /Mechanical, 2=22/Mechanical, 3= 1 6/Mechanical Max Horz 1=17(LC 12) Max Upliftl=-0(LC 12), 2=11(LC 12), 3=-4(LC 12) Max Grav 1=41(LC 1), 2=22(LC 1). 3=17(LC 3) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown 7 640 a Apr 19 2016 MTek Industries, Inc Thu Aug 03 13 14 25 2017 Page 1 IDS_ OpR05ws414AkYA3UNGXPzr8by-N4wfRYvwnaEZMbGWiDR?E2mcgON14TW?mR6lXwyrZIC 1-0-0 1-0-0 Scale = 1 7 2 DEFL. in (loc) I/defl Ud PLATES GRIP Verf(LL) -000 6 >999 240 MT20 244/190 Vert( TL) -000 6 >999 180 Horz(TL) 000 1 n/a n/a Weight: 3 Ito FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Wind. ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf; BCDL=3 Opsf, h=25ft; B=45ft, L=24ft, eave=4ft; Cat. II, Exp B. Encl , GCpi=O 18, MWFRS (directional) and C-C Exterior(2) zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL= 1 60 plate gnp DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 6) "Semi - rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verily design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTekm connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing - - - - is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, we ANSUTP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East BNtl Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply I JParkSqHm1MiL2n- 1349-AorC T71751306 P1349AC CJ1 JACK 9 1 job f e Mid -Florida Lumber, Bartow, FL 7 640 s Apr 19 2016 MiTek Industries. Inc Thu Aug 03 13 14 26 2017 Page 1 ID S_OpRD5ws414AkYA3UNGXPzrBby-rHUlfuwYYuMO_IrjFwzEmFlmeojlpwlB_5rl4MyrZIB 1-0.0 - 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1.25 TC 007 TCDL 100 Lumber DOL 1.25 BC 001 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 BCDL 100 Code FBC2014/TP12007 Matnx-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=12/Mechanical, 2=124/0-8-0, 4=3/Mechanical Max Horz 2=42(LC 12) Max Uplrft3=5(LC 9). 2=-64(LC 12) Max Grav 3=13(LC 17), 2=124(LC 1), 4=12(LC 3) FORCES. (lb) - Max Comp /Max Ten. - All forces 250 (lb) or less except when shown. Scale = 17.1 2x4 = DEFL. in floc) Udell Ud PLATES GRIP Vert(LL) -000 7 >999 240 MT20 244/190 Vert( TL) -000 7 >999 180 Horz(TL) - 0 00 2 n/a n/a Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Wind ASCE 7-10, VuK=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3 Opsf, h=25ft, 8=45ft, L=24ft; eave=4ft; Cat II; Exp B, Encl , GCpi=0.18, MWFRS (directional) and C-C Exterior(2) zone,C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL= 1 60 plate gnp DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) "Semi - rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify design parameters and READ NOTES ON TFIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verily the applicability of design parameters and property incorporate this design into the overall building design- Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing •- - is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the Is fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Oualrty Crnerla, DS849 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq HmlMilan-1349-A or C T71754307 P1349AC CJ3 JACK 9 1 Job Mid -Florida Lumber, Bartow. FL 7 640 s Apr 19 2016 MiTek Industries, Inc Thu Aug 03 13 14 26 2017 Page 1 ID S_OpRO5ws4l4AkYA3UNGXPzr8by-rHUlfuwYYuMQ_IrIFwzEmFlmWolFpwl8_5rl4MyrZIB 1-0-0 3-0-0 Scale = 1 12 3 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 008 Vert(LL) -0 00 4-7 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 006 Vert(TL) -001 4-7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 000 Horz(TL) 0.00 2 n/a n/a BCDL 100 Code FBC2014/TPI2007 Matnx-M) Weight. 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. ( lb/size) 3=65/Mechanical, 2=201/0-8-0, 4=29/Mechanical Max Horz 2=74(LC 12) Max Uplrft3=-34(LC 12), 2=67(LC 12) Max Grav 3=65(LC 1), 2=201(LC 1), 4=46(LC 3) FORCES. ( lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10, VuH=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3.Opsf, h=25ft, B=45ft, L=24ft, eave=4ft, Cat. II, Exp 8, Encl , GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-M to 2-11-4 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 lb uplift at foint(s) 3, 2. 6) " Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vrffy design p.—t and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE Ml1-747J — 10/032015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual trussweb and/or chord members only Additional temporary and permanent bracing - - - is always required for stability and to prevent collapse with possible personal inryry and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Crtteria, DSB49 and BCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty, Ply Park Sq HmlMilan1349-A or C T11754308 P1349AC CJ3A JACK 7 1 Mid-Florda Lumber, Bartow. FL 7 640 s Apr 19 2016 MTek Indusines, Inc Thu Aug 03 13 14 27 2017 Page 1 IDS OpR05ws414AkYA3UNGXPzrBby-JT2PsEwBJBUHbvQvpdUTJTrvcClhYMDIDlbscoyrZIA 1-0-12 2-11 1-1112 2-11. Scale = 128 0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 125 TC 0.25 TCDL 10.0 Lumber DOL 125 BC Oil BCLL 00 ' Rep Stress Incr YES WB Oil BCDL 10.0 Code FBC2014ITP12007 Matnx-M) r- 6 15x4 II 4 3x4 = DEFL. in (loc) Udell Ud PLATES GRIP Vert(LL) 001 5-0 >999 240 MT20 244/190 Vert(TL) -0Ot 5-6 >999 180 Horz( TL) -0.01 3 n/a n/a 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=19810-8-0, 3=66/Mechanical, 4=27/Mechanical Max Horz 6=216(LC 12) Max Uplrft6=1(LC 10), 3=52(LC 12), 4=170(LC 12) Max Grav 6=198(LC 1), 3=81(LC 17), 4=137(LC 10) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 2-5=240/386 Weight. 21 Ib FT = 20% Structural wood sheathing directly applied or 2-11-4 oc purllns, except end verticals Rigid ceiling directly applied or 10-0-0 oc bracing- NOTES- 1) Wind: ASCE 7-10, VuK=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft; B=4511; L=2411; eave=4ft, Cat II, Exp B, Part Encl , GCpi=0.55, 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 3 MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 3 except (ft=lb) 4= 170 6) " Semi -rigid prtchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are - not considered signed and sealed and the signature must be verified on any electronic copies D WARNING - Verify o onlywith p iTelot cos and READ NOTES is based AND INCLUDED Mters REFERENCE PAGE Mivdull bawd f g component, BEFORE USE. Design veld for use only with MiTekdD connectors This design is basetl only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing - - - - - --- - is always required for stability and to prevent 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 ANSVWI7 Quality Criteria, DSB29 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexantlna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq HmMlitan-1349-A or C T11754309 P1349AC CJ3B JACK 1 t it n Mid-Flonda Lumber, Bartow, FL 7 640 s Apr 19 2016 M7ek Industnes, Inc Thu Aug 03 13 14 27 2017 Page 1 ID S_OpR05ws414AkYA3UNGXPzrBby-JT2PsEwBJBUHbvQvpdUTJTrxuClvYMelDlbscoyrZlA 1-0.12 2-11-4 1-11-12 2-11-4 6 Do 12 Scale = 138 5 6 4 1x4 II 3x4 = 2-11 2-11-4 LOADING (psf) TCLL 200 TCDL 100 BCLL 00 ' BCDL 100 SPACING- 2-0-0 Plate Grip DOL 1 25 Lumber DOL 1 25 Rep Stress Incr YES Code FBC2014/TPl2DO7 CSI. TC 010 BC 0.09 WB 0.09 Matrix-M) DEFL. in Vert(LL) -0 00 Vert(TL) -0.01 Horz(TL) -0 01 loc) Vdefl 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 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 2-11-4 oc purlins, except BOT CHORD 2x4 SP No 2 end verticals WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 6=198/0.3-4, 3=66/Mechanical, 4=27/Mechanical Max Horz 6=76(LC 12) Max UpIA3=31(LC 12), 4=-135(LC 12) Max Grav 6=198(LC 1), 3=66(LC 1), 4=55(LC 3) FORCES. (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown WEBS 2-5=101/295 NOTES- 1) Wind ASCE 7-10; VuR=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf, h=25ft, 8=45ft; L=24ft, eave=4ft, Cat II, Exp B, Encl , GCpi=O 18, MWFRS (directional) and C-C Extenor(2)-1-0-12 to 1-11-4, Intenor(1) 1-11-4 to 2-10-8 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) 3 except (jt=lb) 4=135 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysts and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M0.7473 rev 1010112015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design - Bracing indicated is to prevent buckling of individual truss web and/or chord members orgy Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, we ANSUTPI1 Ouality Criteria, DSB-419 and BCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Instnute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq HmlMilan-1349-A or C T71754310 P1349AC CJ3C JACK 1 1 ah Mid-Flonda Lumber, Bartow, FL 2x4 = 3-0-0 3 0 3-0-0 7 640 s Apr 19 2016 MTek Intlusines, Inc Thu Aug 03 13 14 28 2017 Page 1 ID S_OpRO5ws414AkYA3UNGXPzr6by-rlfbn3axp4Vc8D3>5NL>IrgO6vbOMgFRSPKPBFyrZl9 Scale = 1 12 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 008 Vert(LL) -000 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 006 Vert(TL) -001 3-6 >999 180 BCLL 00 ' Rep Stress Incr YES WB 0 00 Horz(TL) 000 1 n/a n/a BCDL 100 Code FBC2014/TP12007 Matrix-M) Weight 10 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/ size) 1=136/Mechanical, 2=67/Mechanical, 3=32/Mechanical Max Horz 1=49(LC 12) Max Uplift 1=-21(LC 12), 2=-35(LC 12) Max Grav 1=136(LC 1), 2=67(LC 1), 3=47(LC 3) FORCES. (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3 Opsf, h=25ft; 8=45ft, L=24ft, eave=4ft; Cat II, Exp B, Encl , GCpi=O 18, MWFRS (directional) and C-C Exterior(2) zone,C-C for members and forces & MWFRS for reactions shown, Lumber D0L= 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) 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 7) "Semi - rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies A WARNING - Verify design paramafens and READ NOTES ON TIOS AND INCLUDED a11TEK REFERENCE PAGE MII-7477 rev. 10/03/2015 BEFORE USE. Design valid for use only with MTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer nwst verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of Individual truss web and/or chord members only Additional temporary and permanent bracing - - -• is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job TNss Truss Type City Ply Park Sq HMMdan-1349-A or C T71754311 P1349AC CJ4 JACK 1 1 f r o I Md-Florida Lumber, Bartow, FL 4-8-0 7 640 s Apr 19 2016 MTek Indusines, Inc Thu Aug 03 13 14 2a 2017 Page 1 ID S_DPR05ws414AkYA3UNGXPzr8by-Mbn3axp4Vc8D375NL?IrgO3QbLeHgFRSPKP8FyrZl9 Scale = 1-17 3 3x4 = 0-4-8 sae LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 030 Vert(LL) 003 3-6 >999 240 MT20 244/190 TCDL 100 Lumber DOL 125 BC 025 Vert(TL) -0 O6 3-6 >908 180 BCLL 00 ' Rep Stress Ina YES WB 0.00 Horz(TL) 001 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight 15 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. (lb/size) 1=184/0-8-0, 2=124/Mechanical, 3=60/Mechanical Max Horz 1=77(LC 12) Max uplift /=-21(LC 12), 2==66(LC 12), 3=1(LC 12) Max Grav 1=184(LC 1), 2=124(LC 1), 3=87(LC 3) FORCES. (lb) - Max. Comp /Max Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft; 13=45ft, L=24ft, eave=4ft; Cat. II; Exp B; Encl , GCpi=O 18; MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-7-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip 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) 1, 2, 3 6) "Semi -rigid prtchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING • Varlly daslpn paramafars and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MN-7477 rw. 10173/2015 BEFORE USE. Design valid for use only with MiTeke connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design "Bracing indicated is l6 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 fabncalion, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Crttena, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type pry Ply Park Sq HmlMilan-1 349-A or C T71754312 P1349AC CJ5 JACK 7 1 Jo f(optional) Mid -Florida Lumber, Bartow. FL 7 610 s Apr 19 2016 M?ek Industnes, Inc Thu Aug 03 13 14 28 2017 Page 1 ID S_OpR05ws4l4AkYA3UNGXPzr8by-nfbn3axp4Vc8D3?5NL?irgO4LbMgHgFRSPKP6FyrZl9 1-0-0 5-0-0 1-0-0 5-0-0 Scale = 1 17 3 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 025 Vert(LL) 002 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 018 Vert(TL) -0 04 4-7 >999 180 BCLL 00 ' Rep Stress Incr YES WB 000 Horz(TL) 000 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matnx-M) Weight: 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-04 oc bracing REACTIONS. (lb/size) 3=111/Mechanical, 2=298/0-8-0, 4=46/Mechanical Max Horz 2=108(LC 12) Max Uplift3=60(1-C 12), 2=82(1-C 12) Max Grav 3=111(LC 1), 2=298(LC 1), 4=76(LC 3) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown NOTES- 1) Wind ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=24ft; eave=oft, Cat II; Exp B, Encl , GCpi=O 18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 4-11-4 zone,C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vwffy design panunelars and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE MII-7473 ray. 10M312015 BEFORE USE aftnur Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not e truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overafl building design Bracing indicated a to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPl1 Quality Criteria, DSBd! and BCSI Building Component 6904 Parke Fast Btvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alemndna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq HnuMllan-1349-A or C T71751313 P1349AC CJA JACK 7 1 Job Mid -Florida Lumber, Bartow, FL 7 640 s Apr 19 2016 MTek Industries, Inc Thu Aug 03 13 14 29 2017 Page 1 ID S_OpR05ws4l4AkYA3UNGXPzrBby-Fs9AHvyRrpk?rCZHx2WxOuw5a?etOHVah34zghyrZl8 1-0-12 I 0 1-0-12 0.11-4 6 00 F12 5 4x5 = Scale = 123 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.85 Vert(LL) -0 00 4-5 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 039 Vert(TL) -0 DO 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 000 Horz(TL) -0 10 3 n/a n/a BCDL 100 Code FBC2014rrP12007 Matnx-M) Weight 9Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 0-11.4 oc purlins, except BOT CHORD 2x4 SP No 2 end verticals. WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=160/D-8-0, 3=27/Mechanical, 4=2/Mechanical Max Horz 5=171(LC 12) Max UplrR5=233(LC 10), 3=-155(LC 12), 4=-254(LC 12) Max Grav 5=333(LC 12), 3=110(LC 10). 4=197(LC 10) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown NOTES- 1) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph-, TCDL=4.2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=24ft, eave=4ft, Cat II, Exp 8, Part. Encl , GCpi=0.55, MWFRS (directional) and C-C Exterior(2) zone, end vertical left exposed,C-C for members and forces 8 MWFRS for reactions shown, Lumber DOL=1 60 plate gnp DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 upltft at joint(s) except (/t=lb) 5=233, 3=155,4=254 6) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Var ify design parameters and READ NOTES ON INS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 raw. 101012015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Braong 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 - labrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply arkSqHnVMi1an-i349-AorC T11754314 P1349AC CJB JACK 1 1 e n Mid -Florida Lumber, Bartow, FL 7 640 s Apr 19 2016 MiTek Industries, Inc Thu Aug 03 13-14 29 2017 Page 1 ID S_OpRO5ws414AkYA3UNGXP7r8by-Fs9AHvyRrpk'?r ZHx2WxOuw7ngFOHVah34zghyrZl6 1 0.1 1.0.12 0.11-4 600 12 5 3x4 = Scale = 133 7 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 071 Vert(LL) 000 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 029 Vert(TL) 000 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 000 Horz(TL) -0 18 3 n/a n/a BCDL 100 Code FBC2014rrP12007 Matrix-M) Weight 12 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc purlins, except BOT CHORD 2x4 SP No 2 end verticals. WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 10-0-0 Dc bracing REACTIONS. (lb/size) 5=160/0-3-4, 3=29/Mechanical, 4=4/Mechanical Max Horz 5=44(LC 12) Max Up1ift3=-107(LC 12), 4=-140(LC 12) Max Grav 5=181(LC 12), 3=6(LC 10), 4=20(LC 10) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown NOTES- 1) Wind ASCE 7-10, VuR=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3 Opsf, h=25ft, B=45ft. L=24ft, eave=4ft, Cat. II, Exp B, Encl., GCpi=O 18, MWFRS (directional) and C-C Exterior(2) zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1 60 plate gnp DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 beanng plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 3=107, 4=140 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vrlly design paramefrs and READ NOTES ON TN1S AND INCLUDED WTEK REFERENCE PAGE 11,111.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekO connectors This design is based onty upon parameters shown, and is for an mtlrvdual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual truss web and/or chord members only- Additionatlemporary and permanent bracing - is always required for stability and to prevent wllapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, we ANSUTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Instrute, 218 N Lee Street, Suite 312, Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type city Ply Park Sq HrtvMilan-1349-A or C T717543I P1349AC FT1 SPECIAL 1 n 111 Mxl-Flonda Lumber, Bartow, FL 1 4x4 = 7 640 s Apr 19 2016 MTek Industnes, Inc Thu Aug 03 13 14 30 2017 Page 1 ID S_OpRO5ws414AkYA3UNGXPzrBby-/21YUFz3c6tsTM8UUm1Ax5TQ1P?oldskvipWD7yrZl7 3-9-8 7-54 11-2-12 3-9-8 3-7-12 3-9-8 Scale = 1 19 3 3x4 = 3x4 = 10 2 11 12 3 13 2x4 I I 14 4 2x4 11 4x4 = 0- 2 3-9-8 3-7-12 3-9-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 200 Plate Grip DOL 125 TC 023 Vert(LL) 003 6-7 999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 034 Vert(TL) 0 07 6-7 999 180 BCLL 0.0 Rep Stress Incr NO WB 051 Horz(TL) 001 5 n/a n/a BCDL 100 Code FBC2014/TPI2007 Matrix-M) Weight 149 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x6 SP No 2 end verticals. WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 8=1531/D-8-0, 5=1619/0-3-8 Max Uplift8=520(LC 4), 5=-506(LC 4) FORCES. ( lb) - Max. Comp /Max Ten -All forces 250 (lb) or less except when shown TOP CHORD 1-8=1419/500, 1-9=2573/849, 9-10=-2573/849, 2-10=-2573/849, 2-11=-2616/845, 11-12=2616/845, 3-12=-2616/845, 4- 5=255/110 BOT CHORD 7-17=-849/2573, 17-18=849/2573, 6-18=849/2573, 6-19=-845/2616, 19-20=-845/2616, 5-20=845/2616 WEBS 1-7=874/2655, 2-7=779/331, 3-6=45/391, 3-5=2700/874 NOTES- 1) 2-ply truss to be connected together with IOd (0.131"xY) nails as follows Top chords connected as follows 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-9-0 oc Bottom chords connected as follows. 2x6 - 2 rows staggered at 0-9-0 oc Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except If noted as front (F) or back (B) face in the LOAD CASE(S) section Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=24ft; eave=oft; Cat. II, Exp B; Encl , GCpi=O 18, MWFRS (directional); Lumber DOL=1.60 plate gnp COL=1 60 4) Provide adequate drainage to prevent water ponding 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 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 Ot=lb) 8=520, 5= 506 8) " Semi -rigid prtchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 178 lb down and 65 lb up at 8-1-7, 155 Ito down and 57 lb up at 10-1-7, 271 lb down and 99 lb up at 5-0-0, 271 Ito down and 99 lb up at 6-2-8, and 333 lb down and 122 lb up at 1-1-0, and 198 lb down and 73 Ito up at 3-1-0 on top chord, and 22 lb down and 12 lb up at 1-1-2, 116 lb down and 41 lb up at 3- 1-2, 182 lb down and 53 lb up at 5-1-2. 182 lb down and 53 lb up at 7-1-2, and 182 lb down and 53 lb up at 9-1-2, and 187 lb down and 47 lb 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=l 25, Plate Increase=l 25 Uniform Loads (plf) Vert- 1-4=60, 5-8=-20 Continued on Daoe 2 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE M I-7473 rav 1010312015 BEFORE USE. Design valid for use only with MTekm connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building tlesign Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporaryand permanent bracng i , is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the MAWfabncation, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312. Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq HmlMdan-1349-A or C Ti 1754315 P1349AC FT1 SPECIAL 1 2 f MiGFlonda Lumber, Bartow, FL 7 640 s Apr 19 2016 MTek Industnes, Inc Thu Aug 03 13 14 30 2017 Page 2 ID S_OpRO5ws414AkYA3UNGXPzrBby-t21YUFz3c6tsTM8UUm1Ax5TQ1P?oldskvtpVVD7yrZl7 LOAD CASE(S) Standard Concentrated Loads (lb) Vert 9=333 10=198 11=271 12=271 13=178 14=-155 15=-22(B) 16=116(B) 17=182(B) 18=182(B) 19=182(B) 20=187(B) r.a Q WARNING - Verity desrpn panmerars and READ NOTES ON TWS AND INCLUDED MITEK REFERENCE PAGE Ml1•7177 rw. /0,103/2015 BEFORE USE. Design valid for use only with MTekm 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 verity the applicability of design parameters and properly incorporate this design into the overall budding design Bracing indicated is to prevent buckling or individual tons web and/or chord members only Additional temporary and permanent bracing - - - is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-09 and BCSI Building Component 69D4 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Dry Ply Park Sq Hm/Milan-1349-A or C T71754316 P1349AC J4 JACK 4 1 e Mid -Florida Lumber, Bartow, FL 2x4 = 4-3.15 4-3-15 4-3-15 4-3-15 7 640 s Apr 19 2016 MiTek Industnes, Inc Thu Aug 03 13 14 30 2017 Page 1 ID S_OpRO5ws4l4AkYA3UNGXPzrBby-121YUFz3c6tsTM8UUm1Ax5TRPP2_lklkvlpWD7yrZl7 Style = 1 15 6 LOADING (psf) TCLL 200 TCDL 100 BCLL 00 ' BCDL 100 SPACING- 2-0-0 Plate Grip DOL 125 Lumber DOL 1 25 Rep Stress Ina YES Code FBC2014/TPI2007 CSI. TC 018 BC 013 WB 0 00 Matnx-M) DEFL. in Vert(LL) -001 Vert( TL) -0 03 Horz( TL) 000 loc) Vdefl Ud 3- 6 >999 240 3- 6 >999 180 1 n/a n/a PLATES GRIP MT20 244/190 Weight 14 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-15 oc purlins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 1=202/Mechanlcal, 2=97/Mechanical, 3=42/Mechanical Max Horz 1=71(LC 12) Max Uplift 1 =33(LC 12), 2=52(1_C 12) Max Grav 1=202(LC 1), 2=97(LC 1), 3=67(LC 3) FORCES. ( lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown NOTES- 1) Wind- ASCE 7-10, Vufl=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft; B=45ft, L=24ft, eave=4ft; Cat II, Exp B, Encl , GCpi=0.18, MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Intenor(1) 3-0-0 to 4-3-3 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate gnp DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 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. 7) " Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vanity design paramiiii— and READ NOTES ON Tits AND INCLUDED MTEK REFERENCE PAGE MII.7473 rw. 10/03/2015 BEFORE USE. Design valid for use only wdh MiTekO 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 applrrabildy of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of mtlmdual truss web endlor chord members only Atltldional temporary and permanent bracing - - - - -- - I always required }or stability antl to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/Milan-1349-A or C T11754317 P1349AC J5 JACK 4 1 Job f f O I mio-norma wmoer, eanow, I r wu s '4.itizvio rot l ex mausines, me i nu -ig us a 4 ai Ni r rage i IDS_ OpRO5ws414AkYA3UNGXPzr8by-BEHwib_hNWj4Wjg2TYPTJ'IXgpM1U9vt8MZ31ZyrZ16 1- 0-12 I 4-114 I i1-0-12 4-114 Scale = 132 8 61 5x4 II 4 3x4 = LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud TCLL 200 Plate Grip DOL 1.25 TC 049 Vert(LL) 0.03 5-6 999 240 TCDL 100 Lumber DOL 1 25 BC 0.27 Vert(TL) 007 5-6 757 180 BCLL 00 ' Rep Stress Ina YES WB 013 Horz(TL) 001 3 n/a n/a BCDL 100 Code FBC2014rTP12007 Matnx-M) LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No 3 BOT CHORD REACTIONS. (lb/ size) 6=271/0-8-0, 3=133/Mechanical, 4=47/Mechanical Max Horz 6=262(LC 12) Max Uplrft6=- 1(LC 8). 3=-108(LC 12). 4=-119(LC 12) Max Grav 6=271(LC 1).3=156(LC 17).4=124(LC 10) FORCES. (lb) - Max. Comp /Max Ten. - All forces 250 (lb) or less except when shown. BOT CHORD 5-6=296/187 WEBS 2- 5=228/361 PLATES GRIP MT20 244/ 190 Weight: 30 lb FT = 20 Structural wood sheathing directly applied or 4-11-4 oc purlins, except end verticals Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf; BCDL=3 Opsf; h=25ft; B=45ft, L=24ft; eave=4ft; Cat II; Exp B. Part. Encl , GCpi=0.55, MWFRS (directional) and C-C Exterior(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 & MWFRS for reactions shown, Lumber DOL=1 60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 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 (jt=lb) 3=108 4=119 6) "Semi - rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies A WARNING - Vwify deign parameters and READ NOTES ON TIOS AND INCLUDED MTEK REFERENCE PAGE Mll-7473 m. 10/03,2015 BEFORE USE. Design valid for use only with M7ek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual truss web and/or Chord members only Adddionai temporary and permanent bracing — -- - - - - --- - is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the Is fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPIf Ouality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute. 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type city Ply Park Sq HmMilan-1349-A or C T11754318 P1349AC J7 JACK 13 1 r — s npr iro lu ra - I - I.... es. me i nu nug - u i+ a i au I rage s ID S_OpR05ws4l4AkYA3UNGXPzrBby-BEHwib_hN0 >)4W)g2TYPTJ?WNpLZUB >tBMZ3lZyrZl6 1-0-0 7-0-0 3x4 = 4 LOADING (psf) SPACING- 2-M CSI. DEFL. in loc) I/defl Ud TCLL 200 Plate Grip DOL 1.25 TC 052 Vert(LL) 006 4-7 999 240 TCDL 100 Lumber DOL 1 25 BC 037 Vert(TL) 0.16 4-7 510 180 BCLL 0.0 ' Rep Stress Incr YES WB 000 Horz(TL) 0.01 2 n/a n/a BCDL 100 Code FBC2014/TPI2007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No 2 REACTIONS. ( lb/size) 3=157/Mechanical, 2=397/04l-0, 4=61/Mechanical Max Horz 2=141(LC 12) Max Uplrft3=85(LC 12), 2=99(LC 12) Max Grav 3=157(LC 1), 2=397(LC 1), 4=106(LC 3) FORCES. ( lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown. Scale = 122 7 PLATES GRIP MT20 2441190 Weight 24 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-6 oc purlins BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Wind. ASCE 7-10, Vu@=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf; BCDL=3 Opsf; h=25ft; B=45ft, L=24ft, eave=oft, Cat II, Exp B, Eric[, GCpi=0.18, MWFRS (directional) and C-C Extertor(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 6-11-4 zone;C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1 60 plate gnp DOL=1.60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2 6) " Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verily design parameters and READ NOTES ON TNS AND INCLUDED MITEK REFERENCE PAGE M11.7473 —. f0A1312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design Bracing indicated is to prevent buckling of mdmdual truss web and/or chord members only Additional temporary and penwnent bracing - - - is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East BW Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/Milan-1349-A or C T71754319 P1349AC KJS JACK 3 1 Job fr In Mid-Flonda Lumber, Bartow, FL 7 640 s Apr 19 2016 MiTek Industries, Inc Thu Aug 03 13 14 32 2017 Page 1 ID S_OpRO5ws4l4AkYA3UNGXPzr8by-gQrlvx_J8k7alglscB4eOWYgrDd7DZV1 NOldHOyrZl5 r 1-6-0 3-5-8 611-1 1$0 3-5-83-59 Scale = 132 8 8 5 24 II 3x4 = 6x6 3S8 I 6-11-1 i 3-58 3-59 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl L/d PLATES GRIP TCLL 200 Plate Grip COL 1.25 TC 060 Vert(LL) 0.05 7-8 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 060 Vert(TL) 0.05 7-8 >999 180 BCLL 00 ' Rep Stress Incr NO WB 030 Horz(TL) -0.01 4 n/a n/a BCDL 100 Code FBC2014/TP12007 Matnx-M) Weight 48 lb FT = 20 LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No 2 end verticals. WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 8-5-11 oc bracing. REACTIONS. (lb/size) 8=31510-11-0, 4=90/Mechanical, 5=150/Mechanical Max Horz 8=261(LC 8) Max Uplrft8= 817(1-C 4), 4=-49(LC 24), 5=532(LC 8) Max Grav 8=717(LC 21). 4=102(LC 17). 5=441(LC 22) FORCES. (lb) - Max Comp /Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=536/596, 2-9=379/404, 3-9=-298/327 BOT CHORD 7-12=-416/326, 6-12=-416/326 WEBS 2- 7=-498/557, 3-7=-434/319, 3-6=-550/701 NOTES- 1) Wind ASCE 7-10, VuK=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=24ft; eave=4ft, Cat II, Exp B, Part. Encl , GCpi=O 55, MWFRS (directional), end vertical left exposed; Lumber COL=1 60 plate grip DOL=1.60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20 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 Ot=lb) 8=817 5=532. ` 6) "Semi - rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 7) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 168 lb down and 217 lb up at 1-5- 12, 168 lb down and 217 lb up at 1-5-12, and 110 lb down and 81 lb up at 4-3-11, and 110 lb down and 81 Ib up at 4-3-11 on top chord, and 191 lb down and 255 lb up at 1-5-12. 191 lb down and 255 lb up at 1-5-12, and 128 lb down and 178 lb up at 4-3-11, and 128 lb down and 178 lb up at 4-3-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE( S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=l 25, Plate Increase=1.25 Uniform Loads ( plf) 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 0 WARNING - verify daslgn paramafors and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE M11-7473 rw. 1 "312015 BEFORE USE. Design valid for use only with MiTekm connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing-- -- is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrxation, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Nexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq Hm/Milan-1349-A or C T71754320 P1349AC KJ5A SPECIAL 1 1 it t Mid-Florda Lumber, Bartow, FL 7 640 s Apr 19 2016 MiTek Industries, Inc Thu Aug 03 13 14 33 2017 Page 1 IDS OpRD5ws414AkYA3UNGXPu6by-8dPg7H'>xv1FRKgt3AublYk5gtcOSy2DAbg2ApSyrZl4 1-N2 339 r112 339 3-0.1 7-7 f Scale = 145 0 11 I 9 1 5x4 II 3x4 = 3x4 = 3- 339 Ill 7- Plate Offsets (X Y)— 12 0-3-14 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 064 Vert(LL) 0.03 10-11 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 034 Vert(TL) 0.03 10-11 >999 180 BCLL 00 ' Rep Stress Incr NO WB 0.15 Horz(TL) -009 9 n/a n/a BCDL 100 Code FBC2014rrP12007 Matrix-M) Weight 74 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2 'Except* end verticals 7- 9 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing WEBS 2x4 SP No 3 *Except* JOINTS 1 Brace at Jt(s): 8 2- 12 2x6 SP No.2 REACTIONS. All bearings Mechanical except (/1=1ength) 9=0-10-4, 13=0-0-10 lb) - Max Horz 13=113(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 4 except 5=145(1_C 8), 9=290(1_C 8), 13=674(LC 8) Max Grav All reactions 250 lb or less at joint(s) 4, 5, 9 except 13=462(LC 29) FORCES. ( lb) - Max Comp /Max Ten. - All forces 250 (lb) or less except when shown. WEBS 3-6=177/317 NOTES- 1) Wind. ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3.Opsf, h=25ft; B=45ft, L=24ft, eave=4ft; Cat. 11, Exp B, Encl , GCpi=O 18, MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will frt 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 ANSIrrPI 1 angle to grain formula Building designer should verify 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 (/t=lb) 5=145 9= 290, 13=674 7) " Semi -rigid prtchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 155 lb down and 203 lb up at 1- 0-15, 52 lb down and 168 lb up at 1-4-15, and 92 lb down and 63 lb up at 4-2-15, and 70 lb down and 41 lb up at 4-2-15 on top chord and 191 lb down and 255 lb up at 1-4-15, 14 lb down and 142 lb up at 1-4-15, and 128 lb down and 178 lb up at 4-2-15, and 41 lb down and 144 lb up at 4-2-15 on bottom chord The design/selection of such connection device(s) is the responsibility of others 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1 25, Plate Increase=l 25 Uniform Loads (plf) Vert 1-2=60, 24=60, 9-11=20, 5-7=20 Concentrated Loads (lb) Vert 14=75(F=37, B=38) 16=5(F=3, B=2) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies A WARNING - verify da319n paramatars and READ NOTES ON TEES AND INCLUDED MITEK REFERENCE PAGE MII.7473 ray. 10/03,2015 BEFORE USE. Design valid for use only with MiTekm connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must venfy the applicability of design parameters and properly incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing - - I always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality CAterla, OSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Ply Park Sq 1-ImlMilan-1349-A or CQty T11754321 P1349AC KJ6 JACK 1 1 Job f Mid-Flonda Lumber, Barlow, FL 2x4 = 5-11-11 7 640 s Apr 19 2016 MTek Industries, Inc Thu Aug 03 13 14 33 2017 Page 1 ID S_OpRO5ws4l4AkYA3UNGXPzrBby-BdPg7H•Ixv1 FRKgt3AubtYk5tac0ey4UAbg2ApSyrZl4 Scale = 1 15 3 LOADING (psf) SPACING- 2-0-0 cSl. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 047 Vert(LL) -0 04 3-6 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 033 Vert(TL) -011 3-6 >628 180 BCLL 0.0 ' Rep Stress Ina NO WB 000 Horz(rL) 001 1 n/a n/a BCDL 100 Code FBC2014/TPI2007 Matrix-M) Weight 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purllns. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 1=277/0-11-0, 2=142/Mechanical, 3=70/Mechanical Max Horz 1=70(LC 8) Max Uplift 1=-59(LC 8), 2=65(1_C 8) Max Grav 1=277(LC 1), 2=142(LC 1), 3=98(LC 3) FORCES. ( lb) - Max. Comp./Max. Ten -All forces 250 (lb) or less except when shown NOTES- 1) Wind. ASCE 7-10; Vufl=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft; 13=45ft, L=24ft, eave=4ft, Cal. II, Exp B, Encl., GCpi=O 18, MWFRS (directional); Lumber DOL=1 60 plate gnp DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 1, 2. 6) " Semi -rigid p9chbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 lb down and 11 lb up at 1-5-15, 51 lb down and 15 lb up at 1-6-1, and 70 lb down and 44 lb up at 4-3-14, and 71 lb down and 47 lb up at 4-4-0 on top chord, and 7 lb down and 2 lb up at 1-5-15, 6 lb down and 7 lb up at 1-6-1, and 17 lb down at 4-3-14, and 19 lb down at 4-4-0 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=l 25 Uniform Loads (plf) Vert 1-2=60, 34=20 Concentrated Loads (lb) Vert 9=4(F=6, B=2) 10=-12(F=-7, 13=5) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies y D WARNING •Verily deign paramerco and READ NOTES ON TIPS AND INCLUDED Mters REFERENCE PAGE Mil -dual rw. building component, BEFORE USE Design valid for use only with MiTekm connectors This design is based only upon parameters shown, and is for an individual bwltlmg component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall budding design Bracing indicated is to prevent 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 4W fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply 2rkSqHnVMiLan-1349-AorC T11754322 P1349AC KJ7 JACK 4 1 O I MKI-Florida Lumber, Bartow, FL 7 640 s Apr 19 2016 M7ek Industnes, Inc Thu Aug 03 13 14 34 2017 Page 1 ID S_OpRO5ws414AkYA3UNGXPzrObycpz2KdOagLNHx SF1c665xd4hOLChSOJgKnkMuyrZl3 1-5-0 5-2-5 + 9-10.13 1-50 5-2-5 4-8-7 Scale = 122 3 2x4 = 1x4 II 5 3x4 = LOADING (psf) SPACING- 2-M CS1. TCLL 200 Plate Grip DOL 1.25 TC 0.38 TCDL 100 Lumber DOL 1.25 BC 044 BCLL 00 ' Rep Stress Incr NO WB 0.34 BCDL 100 Code FBC2014/TP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No 3 REACTIONS. (lb/size) 4=130/Mechanical, 2=522/0-11-5, 5=314/Mechanical Max Horz 2=142(LC 8) Max Uplrft4=70(1-C 8), 2=148(LC 8), 5=-69(LC 8) DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0 03 6-7 >999 240 MT20 244/190 Vert(TL) -009 6-7 >999 180 Horz( TL) 001 5 n/a n/a Weight 42 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. ( lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-11=743/124, 11-12=-706/132, 3-12=664/134 BOT CHORD 2-14=206/666, 14-15=206/666, 7-15=-206/666, 7-16=-206/666, 6-16=206/666 WEBS 3-7=0/258, 3-6=723/224 NOTES- 1) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25R; B=45ft, L=24ft; eave=4ft, Cat II, Exp B, Encl., GCpi=0.18, MWFRS (directional); Lumber DOL=1 60 plate gnp DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except 0=1b) 2= 148. 6) " Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 lb down and 11 lb up at 1-6-12, 51 lb down and 11 lb up at 1-6-12, 70 lb down and 44 lb up at 4-4-12, 70 lb down and 44 lb up at 4-4-12, and 93 lb down and 77 lb up at 7-2-11. and 93 lb down and 77 lb up at 7-2-11 on top chord, and 7 lb down and 2 lb up at 1-6-12, 7 lb down and 2 lb up at 1-6-12, 17 lb down at 4-4-12, 17 lb down at 4-4-12, and 33 lb down at 7-2-11, and 33 lb down at 7-2-11 on bottom chord The design/ selection of such connection device(s) is the responsibility of others 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced). Lumber Increase=1 25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-4=60, 5-8=-20 Concentrated Loads (lb) Vert. 13=53(1`=-27, B=-27) 14=4(F=2, B=2) 15=10(1`=5, 13=5) 16=-35(1`=17, 13=17) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - verify deign parameters and READ NOTES ON TNS AND INCLUDED MrTEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with M7ek4l) connectors This design is based only upon parameters shown, and is for an individual building component, not amw a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overact Sim building design Bracmg indicated is to prevent bucklmg 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 e personal injury and propdamage For general guidance regardmg the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Symbols PLATE LOCATION AND ORIENTATION 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'}16 r For 4 x 2 orientation, locate plates 0- '14' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearingsno (supports) occur. Icons vary but reaction section indicates joint number where bearings occur. Min size shown is for crushing only Industry Standards: ANSI/TP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89. Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 1 2 3 TOP CHORDS C1-2 C2J 0 WEBS 001, Ac4UdU O O BOTTOM CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet Mll-7473 rev. 10/03/2015 General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by 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 ft. spacing, or less, if no ceding 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 Quality Criteria. RECORD COPY City of Sanford - Building and Fire Prevention Product Approval Specification Form l Permit # # 1 7- 2 8 9 9 Project Location Address SANFQIjD As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Swinging Therma - Tru Single Door FL8871.5 Sliding MI Windows and Doors Series 420 Alum SGD - 2 Panel FL 15332.4 Sectional Clopay Building Products 94/T40-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 1 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 U nderla ments Warrior Roofing 15 and #30 Roofing Felt FL2346 1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 C/ems /, t:: 5;zr,/-( _ Florida Building Code Online Page 1 of 4 L _ BCIS Home , Log In 1 User Registration Hot Tope ( Submit Surcharge Stats & Facts Publications t FBC Staff 1 BCIS Site Map Links Search j d bi. +": Product Approvalru', Public User f+rfrl 's r Product Approval Menu > Product or Application 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 Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) ` Equivalence of Product Standards Certified By FL8871-R7 Revision 2014 Approved r~ Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43517 419)298-1740 rickw@rwbidgconsultants.com Vivian Wright rickw@rwbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Z Evaluation Report - Hardcopy Received Lyndon F. Schmidt, P.E. PE-43409 National Accreditation and Management Institute 12/31/2018 Ryan J. King, P.E. R Validation Checklist - Hardcopy Received FL8871 R7 COI (a) CERTIFICATE OF INDEPENDENCE odf Standard ASTM D1929 ASTM D2843 ASTM D635 ASTM E1300 ASTM E84 ASTM G26 TAS 201, 202, 203 Florida Licensed Professional Engineer or Architect FL8871 R7 Eauiv of STANDARDS (a).odf Year 1996 1999 2003 1998 2000 1995 1994 http://-,Arww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ,A,tDgty3Ij Wak2nHrrp... 9/13/2017 Florida Building Code Online Page 2 of 4 I Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/13/2016 12/ 13/ 2016 10/21/2016 12/15/2016 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 R7 II (a) 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 R7 AE (a) EVAL 8671.1.Ddf _ 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 R7 II (a) 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 R7 AE (a) 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 R7 II (a) 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 R7 AE (a) 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 "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ) 8871.4 d. "ClassicCraft" or "ClassicCraft 3'6 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 R7 II (a) 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 R7 AE (a) 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 Smooth5tar sidelites, this product approval requires the use of "]" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ 8871.5 e. "FiberClassic" or "Smooth5tar" 3'0 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 R7 II (a) 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 R7 AE (a) EVAL 8871.5.odf Created by Independent Third Party: Yes http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgty3Ij Wak2nHrp... 9/13/2017 Florida Building Code Online Page 3 of 4 specific Model and for any other additional use limitations and Installation Instructions. 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 R7 II (a) 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 R7 AE (a) EVAL 8871.6.1)df specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ 8871.7 g. "FiberClassic" or "SmoothStar" Series 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with Sidelites (OXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) INST 8871.7.1)df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.7 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871 7.1)df specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ 8871.8 FiberClassic", "SmoothStar", lasslcCraft" or "ClassicCraftrRstic" Series 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door (XX) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) 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 R7 AE (a) EVAL 8871.8.1)df specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.9 FiberClassic", "SmoothStar", lassicCraft" or "ClassicCraft Rustic"Series 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door with Sidelites (OXXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) INST 8871.9.odF Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.9 for Design Pressure Ratings by FL8871 R7 AE (a) 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 "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ Back Nest 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-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 455 275(:), 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.5 , please click here . Product Approval Accepts: ee,4. hnp://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgty3Ij Wak2nHrp... 9/13/2017 Florida Building Code Online Page 4 of 4 Cred--t Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgty3Ij Wak2nHrp... 9/13/2017 THERMAITRU THERMA TRU DOORS 1 1 8 INDUSTRIAL 0R., EDGERTON, OH 4351 7, SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE DOOR INSWING / OUTSWING GENERAL NOTES wmc r I. This product has been evaluated and is in compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements Including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined In ASTM El976 and Section 1609.1.2.2 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill Item #4 under active doors meet water infiltration requirements for "HVHZ". 8. Inswing configurations and outswing configurations using sill item #5 under the door do not meet the water infiltration requirements for the "HVHZ" and shall be Installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees. TABLE OF CONTENTS SHEET DESCRIPTION 1 Typical elevations, design pressures S< general notes 2 Door panel details (Smooth star) _ 3 Door panel details (Fiber classic) 4 Horizontal cross sections vertical cross sections5 6 Buck and frame - 2X buck masonry construction 7 Frame anchoring - I X buck masonry construction 8 Bill of Materials & Components 37.75" MAX. FRAME WIDTH 36.00" MAX. _ PANEL WIDTH m M d Q Z nl P O DOORTYP,E;. SWING;Yk't OVERALL?-R FItAME,'w DESIGN O' SSURE (PSF)• r; -_. ,. jDIMENSION t 46SITIVEiq. NEGA7IVE- SMOOTH INSWING 37.75" x 98.00" 80.0 80.0 STAR OUTSWING 37.75" x 96.50" 80.0 80.0 INSWING 37.75" x 98.00" 80.0 80.0 FIBER CLASSIC OUTSWING 37.75" x 96.50" 80.0 80.0 See Sheet 8 for design pressure limitations. SCALE; N.T.S. owc. BY. DWS cnx er: IFS FL-88 71.5 L or 8 1%`````` ............ pl Z' l7 n 44 46 47 41 EXTERIOR 47 41 43 ` ., L: J p OI i000i r rntel `` uN•:Z r2 INTERIOR o 2 46 46 42 E m o S o Qra 1 HORIZONTAL CROSS SECTION \ a o m a a 2 47 v v J o Z ^, i.id N 41 =' e— O 1.07' 2 TYP 1.53" m 13 CORNERS LLLCLI m 0 o OF PANEL o oEXTERIORINTERIOR I g o a a L DETAIL A -A 10 Smooth star ` 41 0 j U N 00000000 42 U W O0000000U 00000000 (L it4] N 0 00 44 0 00000 0000000 000Of0o 00000000 000000 —f 1.53"( 00000000 46 T I 46 a o 0000000 - 00000000 a= 0000000 — 45 00000000 f4 LLLJYJ f 0000000 m 0000o w 000- 0 1+ o"Np j 0000000 it 7 M HfNGE LE +5 O OMRAIL nN'p o 00000000 0000000 28.86%OPEN Z ° 00000000000000° AREA MAx. /'/ VER77CAL CROSS SECTION GATE: 05 22 08 0 00000000 45 / SCALE N.T.S. 0000000 DWD BY. DWS m 00000000 cNKrn: LFS ; DETAIL A - A DRAWING NO.: Panel reinforcement FL-8871.5 NOTE: WOOD DOOR COMPONENTS: PINE (SG >= 0.42) sNEn 2 ore O" 64 66 67 61 EXTERIOR L DETAIL A -A J b DOOR PANEL o 60 Flber classic 1 HORIZONTAL CROSS SECTION 3 4.or' TYP. 4 CORNERS OF PANEL a 62 TOP RAIL d3 LOC STILE 00000000 162t 0000000 J 00000000000000000000000000000000000000 1 0 0 0 0 0 00000T 000 0 0000000000 O yi!!i%/ 00000000000000000000 000 0000 . 0000000 0 0 Q M,' L INGE SnLE d5 EOTTOM RAIL L 0000000000 28.86%OPEN 00000 AREA MAX. 00000 000000000000000 DETAIL A -A Panel reinforcement NOTE: WOOD DOOR COMPONENTS: PINE (SG >= 0.42) z A Z N l• c. U i cc. fir Pt z 0 0 r11r V N U X K96a V O G Z 3ErnzmoV d4 U Eozga INTERIOR VERTICAL CROSS SECTION 3 b N N O N DA os zz oa SCALE; N.T.S. DWG. BY: DINS C" k. LFS 3 DRAWING ND, p a FL- 8871.5 sNEn 3 OF a 1 2 ACC, V nr i o m 6 9 8 lnn% N.._ i oZ0 10 Emgt 9m--W 19 INTERIOR e ' ` vI E1 4 2a 4 of 3 4 EXTERIOR 40 o 14 h tiF 18 G r^ Zw 60 A N in MEvi E D 4 1-1/4 MIN. 1 c 0 EMB. (TYP.) D j o B B o a 5 5 5 5 3 HORIZONTAL CROSS SECTION m a L 4 Shown w/IX sub -buck 0.15" 0.15" C'SINK MINK TYP.) - TTYP.) Y 8 9 9 8 ON a o 10 10 INTERIOR INTERIOR o o a. L 0 Soci a>j7 N N 7H M N Q N p G M N.- 12 12 40 EXTERIOR EXTERIOR 40 14 16 wIe 05122108 SCALE: N.T.S. L C 11 60 60 C MG. BY: DWSE EMB. (TYP.) 1-1/"MIN. CHK er: LFS 1 HORIZONTAL CROSS SECTION 2 HORIZONTAL CROSS SECTION EMB. (TYP.) FRAMING NO.: 4 Outswing shown - inswing 4 Outswing shown - Inswing FL-8871.5 also approved also approved sHM 4 ov 8 fnZ dr ofjC EXTERIOR INTERIOR VERTICAL CROSS SECTION Outswing shown - Inswing also approved INTERIOR 4 VERTICAL CROSS SECTION Inswing configuration see general notes, sheet I for "HVHZ" water inhltration requirements u EXTERIOR INTERIOR K2] VERTICAL CROSS SECTION 5 Shown w/IX sub -tuck EXTERIOR INTERIOR 5 VERTICAL CROSS SECTION Inswing configuration see general notes, sheet I for "HVHT' water Infiltration requirements mN z° ti m N'``• m? `` . zoa INTERIOREXTERIRrrrrrrsssoaZZ mzo m 9oa zd 4N a r maa`2 10 E oZ6 s L a t. 0 Ito J 3 VERTICAL CROSS SECTION Outswing configuration m U see general noes, sheet 1 c~i E: 0, for "HVHT' wafer Infiltration o 0 requirements 00 a a INTERIOR EXTERIOR 61 VERTICAL CROSS SECTION Outswing configuration see general notes, sheet I for "HVHZ" wafer Infiltration requirements Z. N. T. S. m': DWS BY: LFS nra NO: FL-8871. 5 T 5 OF 8 r Ice— TYP. HEAD & L JAMBS V TYP. HEAD S MASONRY MASONRY JAMBS OPENING OPENING FRAME M L U 2O O 2X BUCK 2X BUCK LUCK ANCHORING 3 E 0 CONCRETE ANCHOR NOTES: I. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortar 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 are not exceeded. 3. Concrete anchor table: 7 HINGE JAMB FRAME ANCHORING Masonry 2X buck construction ANCHOR ANCHOR MIN, MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE-' ANCHOR ITW 1/4" 1-1/4" 2" 4" TAFCONo ELCO m 1/4" 1.1/4" 1" 4" ULTRACON WOOD SCREW INSTALLATION NOTES: 1. Maintain a minimum 5/8"edge distance, I"end distance, 6 I"o.c. spacing of wood screws to prevent the splitting of wood. HINGE DETAIL STRIKE JAMB O O o d OD z° n .• U 0Z UZ0 Em 9mc°wuY dtu Y maa 1 w 6 o z u d L3a NZG 2U ga zO f W sZ ca y ca G a scx mm LATCH A DEADLOLT DETAIL E: N. T. S. er: DWS rn: LFS RM NO.: FL-8871.5 n 6 or 8 SE, d" — * • /' 1 r z p zo N' i * 4• om TYP. HEAD /i P1 = o m d 8,JAMBS ITT IT1 0 n z Gf U a mZUMASONRYE ° OPENING I a^ m a a 0z E o ^ K, c iv U L 0 17 _ U o FRAME B 15 g o 17 L J KO OUWO 3 x 0 o f 1XBUCK o N n o_ L aim LATCH i DEADBOLT DETAIL w o U 1 ' • ' ' LD O N HINGE JAMB STRIKE JAMB V CONCRETE ANCHOR NOTES: FRAME ANCHORING o 1. Concrete anchor locations at the comers may be adjusted to maintain the min. Masonry 1 X buck construction 12 G 18 edgedistancetomortarjolnts. j j 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to O 12 i maintain the min. edge distance to mortarjolnfs, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. i 3. Concrete anchor table: 12 G n N oa N n L 12 N '- z °u ITWwiE 5 22 08 i HINGE DETAIL I7W sauc N.T.S. ° M. BY: DWS m TAFCON* ' GTIK BY. LFS 3 WOOD SCREW INSTALLATION NOTES: '6', m. NHo: n I. Maintain a minimum 5/8" edge distance, I" end distance, d 1"o.c. spacing of wood screws to prevent the splitting of wood. FL- 8871.5 a SHEET ] OF 8 N 0 ANCHOR ANCHOR. MIN. 70 MASONRY . TOADJACENT MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT ' EDGE ANCHOR TA CON S/16' 1.1/I" 3• DILL OF MATERIALS ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX.I/4"SHIM SPACE WOOD D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOASTMC90 CONCRETE G 3/16" X 3-1/4" PFH ITW CONCRETE SCREW STEEL J 1/4" X 3-3/4" PFH ITW CONCRETE SCREW STEEL L 10 X 2-1 /7' PFH WOOD SCREW f 1.15" MIN. EMBEDMENT STEEL 1 INSWING ADJUSTABLE THRESHOLD IS300AJ ALUM./WOOD 2 INSWING THRESHOLD (1S300HP5) ALUM./COMP. 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 OAK SG >= 0.42 WOOD 10 WEATHERSTRIP FOAM 11 HINGE STEEL 12 10 X 3/4" PFH SCREW STEEL 13 9 X 3' PFH WOOD SCREW STEEL 14 LATCH STRIKE PLATE STEEL 15 SECURITY STRIKE PLATE STEEL 16 48 X 2-1 /7' 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 WOOD/LVL 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 WOOD/LVL 64 HINGE STILE FIBER CLASSIC) WOOD 65 BOTTOM RAIL FIBER CLASSIC COMP. 66 PANEL REINFORCEMENT 0.023" THK. FIBER CLASSIC STEEL 67 FOAM CORE POLYURETHANE 4.56" —I H O d HEAD ASIDEJamb Ilr _ •_J- T THRESHOLD Inswing adjustable 3 THRE HOLD Inswing sell -adjust 5.75' THRE HOLD S Outswing standard Y THRESHOLD Inswing adjustable THRESHOLD Oulswing coastal d THRESHOLD Inswing MAX. DESIGN PRESSURE = +/- 50 PSF 7 n Z m Omi Z Z C Z U 0 9 m ouw600.. a maa 0 c aOZ o m a Rno 7 U Q m0 a E N.T.S. Err: DWS BY: LFS VING No.: FL-8871.5 1 8 of 8 Florida Building Code Online Page 1 of 3 n.m8r' f' BCIS Home Log In I User Registrabon Hot Topics I Submit Surcharge Stats & Facts Publications ; FBC Staff ; BCIS Site Map f Links Search ; do" boIrY.ca W- pr Product Approval ticUser Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15332-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived L_ Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsltlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered, Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Steven M. Urich, PE R Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL15332 R3 COI FLCOI odf Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option D Year 2008 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH85 72gvdWldk... 9/7/2017 Florida Building Code Online Page 2 of 3 Date Submitted 10/29/2015 Date Validated 10/30/2015 Date Pending FBC Approval 11/01/2015 Date Approved 12/15/2015 Date Revised 08/11/2017 Summary of Products FL # Model, Number or Name Description 15332.1 I SERIES 420 ALUMINUM SGD I RSEIES 420 EINFORCED LUMINUM SGD OXO 145-3/4"x80" NON - Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 11 08-00500D.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510807C.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 it 08-00498D.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510805C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO REINFORCED 145-3/4"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-02248E Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 512968B.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.4 SERIES 420IREINFORCED LUMINUM SGD 196SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-02249B.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 512969B.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-02250B.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 512970B.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED ALUMINUM SGD SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00499D.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510806C.Ddf 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 Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Installation Instructions FL15332 R3 II 08-00501D.odf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports http : //www. flon dabuilding. org/pr/pr_app_dtl. aspx?param=wGE V XQwtDgtH 8 5 72gvd WI dk... 9/7/2017 Florida Building Code Online Page 3 of 3 Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510808C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes f 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON- REINFORCEDREINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00502D.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510809C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FLI5332 R3 II 08-00503D.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510810C.odf PRESSURE RATINGS Created by Independent Third Party: Yes Contact Us .. 2601 Blair Stone Road, Tallahassee FL 32399 Phone, 850-487-1824 The State of Flonda is an AAJEEO 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-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 850.487.1395 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.5 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: F97a RR M Credal Card Safe http://wivw. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgtH85 72gvdWldk... 9/7/2017 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 E1300-04 WITH SAFETY GLASS. 7 APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9 DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REOUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 11 FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12 FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 13 ALL FASTENERS TO BE CORROSION RESISTANT. 14 INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW A WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE- STEEL 18GA, 33KSI OR ALUMINUM 5063—T5 1/8" THICK MINIMUM 15. APPROVED CONFIGURATIONS OX, XO, XX, XP, PX, XIP, FIX TABLE OF CONTENTS SHEET NO DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS REVISIONS DESCRIPTION DATE I APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R L REVISED INSTALLATION DETAILS 08/03/15 R L. SIGNED- 1012312015 MI WI WS D LLC R I ICIOPDOORYOOOLAKESID51FLOWER MOUND, TX 75028•VGENS%11•9c1+' 0 6 *= SERIES420SGDREINFORCEDWITHOUTADAPTER96" x 96 NOTES OO•• TAT OF ` DRAWN 0 NO REV OB 490E B 7%/,j0NAIL : \\' SHDEETSCALENTSDATE10/30/13 10 I FI HI 6" MAX - 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART ff3 FOR NUMBER OF LOCATIONS REQUIRED L 17" MAX , IOC 6" MAX 17" MAX O.0 16" _- IAX AME IGHT 6" MAX 6" MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 135.OPSF NONE SEE CHARTS X1 AND N2 FOR OTHER UNITS RATINGS REVISIONS ' DESCRIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R L REVISED INSTALLATION DETAILS 08/03/15 R L CHART N I WHERE WATER INFILTRATION RESISTANCE IS REOUIRED SEE NOTE 9 SHEET 1 Design pressure chart (pso Frame Single Panel and Total Frame Width (In) Height 30.0 36.0 42.0 48.0 60.00 72.00 84.00 96.00 in) Pos I Neg Pos Neg Pos Neg Pos Neg 84.0 40.0 58 4 40 0 509 400 457 400 420 88.0 4D.D 55 2 40 0 480 400 430 394 394 92.0 40 0 52 4 40 0 45 4 400 40.6 37 1 37.1 96.0 40 0 49 8 400 43 1 38 4 38 4 35 0 35.0 CHART 82 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET 1 Design pressure chart (psf) Frame Single Panel and Total Frame Wdth (In) Height 30.0 36.0 1 42.0 48.0 60.00 7200. 84.00 96.00 in) Pos I Neg Pos Neg Pos Neg Pos Neg 584 509 50.9 45.7 457 420 42.0 552 552 480 480 430 43.0 394 394A84. 0584 52 4 52 4 45 4 45.4 406 406 37 1 37 149849.8 43 1 43 1 38 4 38.4 35.0 35 0 CHART N3 Number of anchor locations required Frame Single Panel and Total Frame Width (in) Height 30.0 36.0 1 42.0 48.0 60.0 72.0 64.0 96.0 in) HQS IJamb H&S Jamb HdS Jamb HdS Jamb 64.0 4 6 5 6 6 6 6 1 6 88.0 4 6 5 6 6 6 6 6 92.0 4 6 5 6 6 6 6 6 96.0 4 6 5 1 6 6 6 6 1 6 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" z 96" ELEVATION DRAWN DWG NO REV V.L. 08-02249 B SCALE NTS DATE 10/30/13 SNEET2 OF 10 SIGNED: 1012312015 0 ter, •G E N SF 0 o' STTAATT0F ipt,• &. . ttr ss ONA116NG\ 9 N FIR HE 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX — 17° MAX 0 C. 6" MAX 17" MAX 0 C. 4X 1ME GHT 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 RATING REQUIRED t35.OPSF NONE SEE CHARTS Nf AND N2 SHEET 2 FOR OTHER UNITS RATINGS REVISIONS DESCRIPTION DATE I APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L REVISED INSTALLATION DETAILS 08/03/15 R L CHART#4 Number o/ anchor locations required Single Panel and Total Unit \Ndlh (in) 0 J6.0 IZ.O 46.0 0 72.0 64.0 96.0 Jamb H&S Jamb H&S Jamb H&S Jambf6566666 6 5 6 6 6 6 6 6 5 6 6 6 6 6 6 5 6 1 6 6 6 6 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FIN ELEVATION V.L. I 08-02249 SCALE NTS °ATE 10/30/13 1SHEET OF 10 SIGNED: 1012312015 1/2" MIN. EDGE DISTANCE 1 3/8" MIN. WOOD FRAMING EMBEDMENT OR 2X BUCK BY OTHERS 1/4" MAX. SHIM 10 WOOD SPACE SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR I INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY, 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT AIN. TANCE REVISIONS ' DESCRIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R L. REVISED INSTALLATION DETAILS 08/03/15 1 R L 1 3/8" MIN 1/4" MAX. EMBEDMENT SHIM SPACE INTERIOR 1/2" MIN EDGE DISTANCE4r F Olin 10 WOOD - SCREW EXTE WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS SIGNED: 1012312015 MI WINDOWS AND DOORS LLC 111111Ir1ii/iLOM i1900LAKESIDEPARKWAY FLOWER MOUND, TX 75028 g R• 4 GENS v SERIES 420 SGD REINFORCED WITHOUT ADAPTER*• 0 5 Tt= 96" x 96" T FRAME INSTALLATION DETAILS STAT OF !y` DRAWN. DWG NO. REV O• A, V.L. 08-02249 B FSS • 0R10' SCALE NTS GATE 10/30/ 13 ISNEET4 OF 10 METAL STRUCTURE BY OTHERS 3/4" MIN. I EDGE DISTANCE 1 /4" MAX. r SHIM SPACE 10 SMS OR SELF DRILLING SCREW SILL TO BE SET IN A BED OF APPROVED SEALANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 3/4" 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- 3/4" MI EDGE DIST/ I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 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 ew/a9 JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 1012312015 MI WI900OLAKESIDEWS D LLC 1R Ili0PDOOVRY FLOWER MOUND, TX 75028 o v •GEIV6- SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0y61261 96" x 96" FRAME INSTALLATION DETAILS; STATE OF DRAWN. DWG NO F OR10 • REV sS • • ' V.L. 08-02249 B l G\\\ SCALE NTS IDATE 10/30/13 ISHEET5 OF 10 REVISIONS ' 2 1/2" MIN REV DESCRIPTION DATE 0T O`/ED EDGE DISTANCE A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R L B REVISED INSTALLATION DETAILS 06/03/15 R.L. a ' e • 1 1/4" MIN EMBEDMENT 1 1/4" MIN. CONCRETE/ / MASONRY EMBEDMENT BY OTHERS 1/4' MAX. SHIM SPACE OPTIONAL 1/4" MAX. IX BUCK ,I r SHIM SPACETOBE21/2" ° I INTERIORPROPERLYMIN SECURED EDGE SEE NOTE 3 DISTANCE SHEET 1 3/16" TAPCON •° 3/16" TAPCON , CONCRETE/MASONRY ° EXTERIOR INTERIOR BY OTHERS I a SILL TO BE SET IN A BED OF APPROVED SEALANT ° EXTERIOR 3/16" TAPCON OPTIONAL 1 X BUCK JAMB INSTALLATION DETAIL MASONRY/ TO BE PROPERLY CONCRETE/MASONRYINSTALLATION CONCRETE SECURED BY OTHERS SEE NOTE 3 SHEET 1 e NOTES. y 1 1/4" MIN. 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, EMBEDMENT NOT SHOWN FOR CLARITY n - • 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE e DESIGNED IN ACCORDANCE WITH ASTM E2112 a 2 1/2" MIN EDGE DISTANCE SIGNED: 1012312015 VERTICAL CROSS SECTION CONCRETE/MASONRYINSTALLATION MI N1I OOOLAKESIDES D PDOOyRS LLC \\\\\\5 P. LIoAY FLOWER MOUND, TX 75028 `v •CEfVs 9,p SERIES 420 SGD REINFORCED WITHOUT ADAPTER _Z *• D,6 6Ix = 96" x 9O EFRAMEINSTALLATIONDETAILS 70 • TAT OF e 0,. DRAWN DWG NO REV -, CORI'D 08 SCALE NTS DATE 10/30/13 SHEET 69B OF 10 1/2" MIN r EDGE DISTANCE WOOD FRAMING I 1 3/8" MIN. OR 2X BUCK EMBEDMENT BY OTHERS 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHER - 1/4" MAX SHIM SPACE REVISIONS DESCRIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R L REVISED INSTALLATION DETAILS 08/03/15 R L S 1 3/8" MIN MAX. EMBEDMENT SHIMHIM SPACE 10 WOOD SCREWS INTERIOR 1/2" MIN EXTERIOR INTERIOR EDGE DISTANCE I SILL TO SET IN OO1SCREWDS ILAFBEr APPROVED SEALANT MIN SENT EXTERIOR WOOD FRAMING J JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS LULL UISIANUL VERTICAL CROSS SECTION SIGNED: 10/23/2015 WOOD FRAMING OR 2X BUCK INSTALLATION MI WI D LLC 1R I IL oPDOOVRvOOOLAKESIDARKS TX 75028 J\5 FLOWER MOUND, v,•*GENS. .,p SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 61261 NOTES 96" x 96"//jjl'if1L• 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, FLANGE INSTALLATION DETAILS STAT NOT SHOWN FOR CLARITY 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN DWG NO. REV SDESIGNEDINACCORDANCEWITHASTME2112OBBbNAL1E0 SCALE NTS DATE 10/30/13 sOEEr790F 10 3/4" MIN EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE 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 12 1/4" MAX SHIM SPACE 10 SMS OR SELF DRILLING SCREW L TO BE SET IN BED OF PROVED SEALANT 3/4" MII EDGE DIST< L 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS W REVISIONS REV DESCRIPTION DATE I APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R L B REVISED INSTALLATION DETAILS 08/03/15 R L JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 1012312015 MI WINDOWS LLC R IILI0OOLAKESIDDPDOONRS FLOWER MOUND, TX 75028 N v••GEAt ,Lp SERIES 420 SGD REINFORCED WITHOUT ADAPTER 9T 96" oy8 26 *= FLANGE INSTALLATION DETAILS TAT OF DRAWN V.L. DWG NO 08-02249 REV 01: Z O R1 • B%ss, SCALE NTS IDATE 10/30/13 ISHEET8 OF 10I11NA1 10 CONCRETE/ MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS 2 1/2" MIN EDGE DISTANCE e • 1 1/4" MIN EMBEDMENTa 1/4" MAX. SHIM SPACE EXTERIOR 3/16" TAPCON INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT e e, 1 1/4" MIN n EMBEDMENT e , 2 1/2" MIN, EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION REVISIONS DESCRIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R L. REVISED INSTALLATION DETAILS 06/03/15 R L. 1 1/4" MIN EMBEDMENT T' • 1/4" MAX SHIM SPACE 2 1/2- INTERIOR MIN. ` EDGE DISTANCE 3/16" TAPCON , d CONCRETE/MASONRY F-1 ' BY OTHERS v a EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETEJMASONRY INSTALLATION 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: 1012312015 MI WIN D OWKEADNDAND LLC PARKWAY J\Stll9lllil0 9,p% FLOWER MOUND, TX 75028 v••\GENS 0 6 *= SERIES 420 SGD REINFORCED WITHOUT ADAPTER 9T x 96" FLANGE INSTALLATION DETAILS TAT OF iiO iS' F<ORI'DDRAWNDWGNOREV 08 02249 B SCALE DATENTS 10 30/13 9 0F 10 rrvv rrtrlNilry BY OTHER 1 M EMBE APPROV SEALA BEHIND 8 WOOD SCREW 1/4" MAX 7/16" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION APPROVED SEALANT BEHIND FIN 1 1/4" MIN. EMBEDMENT JB WOOD WOOD SCREW FRAMING I BY OTHERS 1 1/4" MAX SHIM SPACE 7/16" MIN j 7- EDGE DISTANCE EXTERIOR I 9 7 INTERIOR INTERIOR TRIM RECISIONS ' REV DESCRIPTION DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R L B REVISED INSTALLATION DETAILS 00/03/15 R L EE 1 5/8" MIN EDGE DIST TRIM a 1 1/4" MIN INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED 3/16.. TAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE 1/2" MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS MIN EDGEE DDISTANCE TRIM 1 3/8" MIN. EMBEDMENT INTERIOR HOOK STRIP HOOK STRIP — 1D WOOD SCREW 10 SELF DRILLING SCREW PANEL EXTERIOR PANEL INTERLOCK EXTERIOR INTERLOCK 2X BUCKANOOD FRAMING METAL STRUCTURE SIGNED: 1012312015 MI WI LLC VERTICAL CROSS SECTION 00 LAKESIDED PARKWAY WOOD FRAMING OR 2XBUCK INSTALLATION FLOWER MOUND, TX 75028 v •4XCENS.'9i1+ FOR SILL INSTALLATION SEE SHEETS4-9. SERIES 420 SGD REINFORCED WITHOUT ADAPTER*• oy6 25NOTES 96" x 96" f,''('( = 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. NAILFIN & HOOK INSTALLATION DETAILS 0 • $TAT OF tU OTHERS2. PERIMETER AND JOINT SEALANT BY TO BE DRAWN DWG NO. DESIGNED IN ACCORDANCE WITH ASTM E2 08 B10 pNA 101141SHEETSCALENTSDATE10/30/13 OF 10 Florida Building Code Online Page 1 of 6 lit BCIS Home Log In j User Registration i Hot Topic ; Submit Surcharge Stats 6 Facts i Publications FBC Staff i BCIS Site Map Links Search j rr Product Approval rv:- USER: Public User 4.l::n 3i4/S E`:.xC isiQ.l Product Approval Menu > Product or Application Search > Application List > ApplloUon Detail FL * FL15279-R4 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 513)770-6062 mwesterfield@clopay.com Authorized Signature Scott Hampton shamilton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA, Inc. Validated By Gary Pfuehler R Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15279 R4 Eauiv 20150319 - FBC - DASMA 108 eouiv.odf FL15279 R4 Eauiv 20150319 - FBC - DASMA 115 eauiv.odf Product Approval Method Method 1 Option A http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR... 9/7/2017 Florida Building Code Online Page 2 of 6 Date Submitted 03/19/2015 Date Validated 06/12/2015 Date Pending FBC Approval Date Approved 06/21/2015 Date Revised 08/10/2017 Summary of Products Go to Page = 0 43 Q Page 1 / 8 FL # Model, Number or Name Description 15279.1 001 W3-09 DSIE-1A171: 2050, 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; 2051, 2053, 4050, 4051, 4053, 62, interior skin 29 ga. min.) Single -Car (up to 9'0" wide) 64, 65, 62G, 62LG, 64G, SDP38, WINDCODEO W3 Garage Door SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof of inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R4 C CAC W3 Listing Intertek.pdf Design Pressure: +20 PSF/-20 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 II 101655-Revl2.1)df 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-1A471: GD1SP, Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated GR1SP, GDSLP, GR1LP, AR1SP, 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 HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof of inspection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R4 C CAC W3 Listino Intertek.odf Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 II 103952-RevOl.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.3 003 W3-09 DSIU-1A171: 9130, 9131, 9133, HDP13, HDPF13, HDPL13, 7130, 7131, 7133, 8130, 8131, 8133 Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE@ W3 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof of inspection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R4 C CAC W3 ListinQ Intertek.pdf Design Pressure: +20 PSF/-20 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 II 104175-Rev0l.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.4 004 W3-16 DSIE-IA171: 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, WINDCODEO W3 Garage Door SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-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 R4 C CAC Letter with Droof of contract and oroof of inspection.Ddf FL15279 R4 C CAC W3 Listing Intertek.Ddf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 101820-Revl3.1)df Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3y V VKJZ 1 QR... 9/7/2017 Florida Building Code Online Page 3 of 6 ReportsEvaluation Created by Independent Third Party: 15279.5 005 W3-16 DSIE-1A471: GD1SP, Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated GR1SP, GDILP, GRSLP, AR1SP, 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). Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.pdf FL15279 R4 C CAC W3 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 104028-Rev0I.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.6 006 W3-16 DSIU-1A171: 9130, 9131, 9133, HDP13, HDPF13, HDPL13, 7130, 7131, 7133, 8130, 8131, 8133 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 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof of insoection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R4 C CAC W3 Listing Intertek.pdf Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 II 104168-Rev0l.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.7 75, 555, 4RST, 42, 4R5 , 2B, I Steel Pan (min. 25 ga.) Double Car (9'2" to 16'0" wide) 75, 190, 84A, 94, 42, 48, 55, 42B, WINDCODEO W3 Garage 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). Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.pdf FL15279 R4 C CAC W3 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 101308-Rev12:odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.8 008 W4-09 DSIE-11`171: 4300, 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; 4301, 4310, 4400, 4401, HDG, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDGL, HDGF, 66, 66G, 67, 67G, WINDCODE@ W4 Garage Door 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.pdf FL15279 R4 C CAC W4 Listino Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 101652-B-Rev11.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.9 009 W4-09 DSIE-11`471: GD2SP, Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS GR25P, GD2LP, GR2LP, AR2SP, (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single- AR2LP, ED2SP, ED2LP, 4302, Car (up to 9'0" wide) WINDCODE@ W4 Garage Door HDGC, 6202, SFC68, MFi Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes of inspection.pdf Impact Resistant: No FL15279 R4 C CAC W4 Listino Intertek.odf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv"yVVKJZI QR... 9/7/2017 Florida Building Code Online Page 4 of 6 Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 II 103969-B-RevO2.Ddf windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.10 010 W4-09 DSIU-1F171: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9201, 9203, HDP20, HDPF20, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDPL20, 7200, 7201, 7203, 8200, WINDCODE® W4 Garage Door 8201,8203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.11 011 W4-09 DSIUO-SK479: 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). Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.ndf FL15279 R4 C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 104183-Rev0l.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double Skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Single -Car (up to 9'0" wide) WINDCODEO W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.odf FL15279 R4 C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 104456-Revol.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.12 012 W4-09 PAN-21`151: 73, 1500, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 75, 190, 84A, 94, 76, 42, 48, 55, WINDCODE@ W4 Garage Door 42B, 48B, 55S, 4RST, 6RST, 4RSF, 6RSF, 2RST, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +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 FL15279 R4 C CAC Letter with proof of contract and proof of msoection.ndf FL15279 R4 C CAC W4 Listino Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 300159-B-Rev16.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.13 013 W4-09 PAN-21`441: G4S, GS4, Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single- G4L, GL4, GD4S, GD4L, GR4S, Car (up to 9'0" wide) WINDCODE® W4 Garage Door 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 Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof of inspection pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL15279 R4 C CAC W4 Listing Intertek pdf Design Pressure: +25 PSF/-32 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 II 103486-B-RevOS.odf windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.14 http://w,A,A,.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZI QR... 9/7/2017 Florida Building Code Online Page 5 of 6 014 W4-09 SPO-21`449: Grand Harbor, Stone Manor Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-32 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Steel Pan (min. 24 ga.) with Overlay Single -Car (up to 9'0"wide) WINDCODE@ W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection pdf FL15279 R4 C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 103549-Rev06.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.15 015 W4-16 DSIE-1F171: 4300, 4301, 4310, 4400, 4401, HOG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE8 W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof of inspection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL15279 R4 C CAC W4 Listing Intertek.odf Design Pressure: +25.5 PSF/-25.5 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 II 101481-B-Rev13.pdf windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.16 016 W4-16 DSIE-1F471: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, ED2SP, 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/-25.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.17 017 W4-16 DSIEO-11`479: 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 windborne debris regions (ref 1609.1.4 FBC). 15279.18 018 W4-16 DSIU-11`171: 9200, 9201, 9203, HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201,8203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +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 Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS exterior skin 27 ga. min.; interior skin 27 ga. min.) Double - Car (9'2" up to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.pdf FL15279 R4 C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 104029-B-RevO3 odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double Skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Double -Car (up to 16'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate ` FL15279 R4 C CAC Letter with proof of contract and proof of inspection.pdf FL15279 R4 C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 103046-Rev07.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 160" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with Droof of contract and Droof ofinspection.pdf FL15279 R4 C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 104169-Rev0l.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv-yVVKJZI QR... 9/7/2017 Florida Building Code Online Page 6 of 6 comply with the impact resistant requirement for wlndborne I Evaluation Reports debris regions (ref 1609.1.4 FBC). Created by Independent Third Party: 15279.19 4-16 DSIUO-1K479: Canyon Brookstoner2dg 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 Limits of Use . Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof of inspection pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R4 C CAC W4 Listing Intertek.odf Design Pressure: +25.5 PSF/-25.5 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 II 104457-Rev02.1)df windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for wlndborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.20 020 W4-16 PAN-21`153: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) 75, 190, 84A, 94, 42, 48, 55, WINDCODE@ W4 Garage Door 411ST, 6RST, 4RSF, 6RSF, GD5S, GD5SV, GR5S, GR5SV, AR5S, AR5SV, ED5S, ED5SV Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof of inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL15279 R4 C CAC W4 Listing Intertek pdf Design Pressure: +24 PSF/-24.5 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 II 101711-B-Rev15 pdf wlndborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Go to Page 0 0 Page 1 / 8 Back 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-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 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 ilcensee under Chapter 455, F S , please click here . Product Approval Accepts: M 0 gic—al .;het M Cretin Card, Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvADgv-yVVKJZ 1 QR... 9/7/2017 LiI 7IJ FTeiTRSL 4ARRN1¢ HESlir RAISES PANEL DONS 'a, s nm nG m CLOPAT RD]R 4VTiN1l11T• Q ZSSV, VS. HLLKSARTIST AIMS I AnSV m[ALSAIe11EXIES1S[' s ESSSV I 1 ITrA ": III Iilll lllli l r i ICI ICI ICI mumamm IWOOcda I uiidq ATMCIED r • A OPIpML WITS I A ` OPNO L OUISOE Pvw IDOL AO IMN HIAK o0011 WOm - ls'-O' YLL9C' f11aRf RAISED-PPM WIM. • ICIS[ t.R1Rf RNSFD-INEL A PESO APPR0IID. 14 ALL sTFLrM ]OEwsSCRFII] a. • noel a )SESL1L7m..7nti... SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL "A" AND STANDARD CONSTRUCT DETAIL "B"; TRACK AND JAMB DETAILS. SHEET 1 OF 2 OPTIONAL GLAZING MAY BE STANDARD OR IMPACT RESISTANT GLAZING. SEE SECTION B-B FOR DETNLS. MAX. STANDARDSITEIS 42-1/2%16'. IMPACT RESISTANT GLAZING IS 21-5/6'R 14-1/6'. b u U-WARL U-Vl N A s-1-S-1 Mrl N ILL T•O U-" OwAfiV-sdl RCIgN. SQ.TIOM. m) Nl7ff vn Y Ef1NGNEDC MARK Wl51EAFIELD. P. OIIIDA P. E 46456. PE 1513 O LTRP, sKmw • OSNToq• vorV mrk; w*X R- mg—.. A tt. Ir SHIP LAP JOINTS.- If DENSITY POLYSTYRENE FOAM INSULATION 1-5/ 16THICK WITH VINYL HWRCELL BACKER (INSULATED MODELS ONLY) 25 GA. MIN. GALV. STEEL SKIN WITH A BAKED - ON PRIMER. AND A BAKED - ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. ll •COI IQ11 eR DA]10• M •f!I l•.p 101 M UUIWIs AO !® liTm ESA AOClAO. 10 M ROIOS Ml•I• NO[ OR M MONODIYL AIM 000[ ry •M A.O]-IC) 1CR M m10.• •oll Tlo 1 p RCN.. 2) MR HMS I' Or pD>m Rom Oo 10C A Ain TDOI tswL Alo rol. A90 pYQ tRm If< rt- O. AAAIN n A wnRm 11tOo 1•L Iq TIlel LLT•MTK VM W Yf 1]• W A CAS S.L. RC.S RC S.0 S Icw tm xmrt n v v v w DESCRIPTION HOED DMDED HIDGRS, COMENLD CLOPAY, 1101ME3, AND IDEAL ADDED M/N 426, 4N. 55S ADDED M/N 4F ADDED 'CARRIAGE HOUSE' E1OM DOORS. UPDATED MODEL TALE. REVISED WIND SPEED TABU FOR ASCE7-10. SECTION A -A ( SIDE VID0 3' TALL U- BAN 20 GA GALV. STEEL MIN. YERD STRENGTH: 50 KSI 2' THICK _ I 3" 1-7/6' T 12 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W/( 4) 14R5/6' SHEET METAL CREWS 14 GA. DALY. ROLLER HINGE. EACH HINGE FASTENED TO END STILES WITH (4) / 144/6" SHEET METAL SCREWS AND (4) 1/4'.3/ 4- SELF TAPPING SCREWS. SEE VIEW ' B'. 3' TALL R 20 GA GALV. STEEL U-BARS IN A 2-1- 2-1 PATTERN (I.E. TWO U-BARS ON BOTTOM SECTION, ONE U-BAR ON NEXT SECTIO(N), ETC.). / EACH U-BAR ATTACHED WITH PER ( ) ILGRIAIION, SELFTAPPING SCREWS 13 GA. GASLYVI. LESTEEL BOTTOM BRACKET. ATTACHED WITH (2) / 14R5/6' SHEET METAL SCREWS. DESIGN LOADS: +24' 0 PSF r -24.5 PSF TEST LOADS: +36. 0 PSF t -37.0 PSF MPC: PAN-2F153 RA— W 4 KAR Door 7 Clopay 1/ 3/97 DEscRvrma K Building Products 6565 DUKE BLVD. MASON, ON 411WAVNn., JAC AND CH CLASSIC AND CHRPSTE0. PAN STEEL DOUBLE -CAR, 16V + 24/-24.5 PSF COED On 513) 770-46Nw atAVD+c NEARER VDN CI.R•y D•IP•T.Um AR RIOW R.—vW CHECKED IT. MWW B 101711 IBC PPROVAL 15279 WIDTL r IS SMRIAGE HOUSE' RAISED IAHR s DOORS HIESLS n GA n OA Ns CLvAY9ALlt*r Gm, I GwIv, IaRARMTRY• m""voiK CAIWRATE INSC DmH 143GHT SECTnR R 1FMR7 J/S•.] W SCREWS CR ri CEME6 ,-1 . O.D. RASHER REOIRED. VO T Sm " MY BE C mmemm (WR "Of IEOU11mO 10 MIOVIO[ A MAIN 1(OIRlIIIO SUIRACE IIOIITOLRIL JIMELTV 00 IIOT 1RANi1O1 ILV. 1 1' 1D 14Va-t NFEKATbll!!1(T lbED NI„'Y DR „ni. rg CDNCIEI[ MHoaR ROS v1 xx' CDrtFR{ (xA00 rN 1 l OONGAlE1. 4ro NC73Em RUH Kim AACxae. a]• TAPODII SCRREWS ON IY cortOe (x.DOD rsI ITN. DDNGEIq OR r mRr16 (C-/U SIDOI), V OD RASHERS Romm wm1 TAPCmm ANCHORS HAY WE CgM MM1 (SUf NOf IIEMIEDI 10 rRDAE A 1W91 YOU1lIMO s111RAtE NOIRGRAL Do NOf 1wNlFII LOAD. IOTA TO M9N 703-141 A LICENSED PERM wY anolm TO APPIWWf /L7EDAR rAsiEOe APE/m — CGEAR mws. roARlm1 a AWRS N DIED r STOP VOIODW R DOOR NSfN1ER (10 NR) M TD1OR AK iYHR[ % 70 m w WEV. S DD VAR SO M MY SM MFRR, 811E- IMPACT RESISTANT ASSEMBLY DETAILS DRAWING 1 O 1 71 1 -A SECTION B-B (IMPACT -RESISTANT GLAZING OPTION) D[0e V AIIRYI D60RA1M fe- MOLTWCRW,It HN )OIL TAPE fMFN 11lORf. IIRT.m1 r11WE ZO WAGED. D¢OA1M FIWf IAD.DL III. lIIL'DIe ( LIWEF/1 Elm Aie mVI,N ND FR.Iq, Wi! RESSINT mCE ramnlrx RET»Ia rAnElm ro rlwE wN M ( 10) 11 . 3/4- n!H KVD KAOIIL sae s ARE 1pECAONVIOC WH ISOELEIR=437f. AN APPROVED CCE PLASM INmWC ACCC TIEAITRE DOW A1SMKY IWALID N IDYRYNCE WTN THIS INDMION WIND LOAD R[O MRE DM OE THE FLORIDA EUIDNO CODE AND NTOOAT10 CODE M h= THE IEDIMEIRMS (REF. CHAIMM ,I STANDARD ASSEMBLY DETAILS DRAWINO 1 O 1 71 1 -13 SECTION B- B (NON -IMPACT RESISTANT GLAZING OPTION) FRONT FRAME WITH UV. COATRq ON OUTSIDE 11DILL NOTE THAT EIGHT rum IS NAINONR 7NV1 vILT-IIB!! AM r14WE LES GAlsa MOLDED IMgE UM IEWN0. " a/c RAvI mE O SCREW STANDARD ASSEMBLY CONSTRUCTION: OTOHAL s] e BSW N t r Acrlalc UIES AVNASLL ORDGVL 2ftLMNr7AMOUTEOMORLIKMCPAPPROVED OCI PLASM N IC.OROMCE TtHH EC/FW 2Ra. THE rMll1EDOOR ASSIOMY DWALLED N COYPUV CE WITH THO SMMN MEETS THE MO URN REWNEIETS Cr THE rLCRIM IULCNO CODE OR N,E7WIT,GVL VIRCM COO[ M MEET Te MILT REP. a REDOLR m OIOIWE OEDIn RVm RFr. c1IIrIE1 ,. FWc/IWC). SHEET 2 OF 2 REV SHEET _ aArc Wm1 OIE I/II11 y/S" W lCIE1I II F=q 1 ra IR.OI 7NO2T. \ 7 1I' 4D. (ONE rEII ROLLER) ` iR CA, OLLV. NNW EACH AIDE rAllDm ro !Rn 1 EK ~• 7 Y OLV. Sim TRICK FASIDIED TO 1f RA O.Lv. STEM T VIVDIER 11 O![ , Y/ EO R EjRDST N lw0 1/• GA RATS. 14 DA DILv. ROLER HNOE EACH HNOE rAaREIED ro END ERRS RED, (4) 1.En• S1R7 YETIL lfJO1S ND (4) t/•.J/• SEE rARnHO spews. 7• f0 MLL SHOWS SRN Sim ROLLER VIM YI JLI4LMWEN SIM CR RAM 711E Ili M DOW Or THE SIRrORINO SIRUC WAI. ELEMYS MALL E THE RESfOLA1MT OF M rROFES7NV1 OF RECORD FOR 1 E NUILO A CR STRUCK AND N /CCCRDVICE W7H CLRVWM VADRIO CODES FOR THE LOAN UNm m m aNxWIIO ENGINEER: MARK WEMRFIFID, R.E. / 404E5. 23932. m 1E1513 SEE REVISION HMM ON SHEET ONE LOTS: TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE VIND LOAD RATING OF THIS DOOR. r TALL DOOR! APID IINOE71 1] RA O.LV. STETL /1A0 ENCIET. LNiR Tn BRACKET EACH rA71pm Tp WOOD A W VPI DOUBLE HORIZONTAL TRACK eII WOODUDSCREWS. DOUBLE 7RACN LDW NFAOROOM OPiTON x• OALV. STEM TRACK 1. MIL TRICK TNCIOMML Ow M. 2- 1/2•.17 G MLV. Nm W= MVMU. ID61 4) W= NVO Eis PER VICE. IEdLImLAYdIIrL NEEDED. A Dam OAR I' TAIL • - -- 1J RA O•LV. Sim N.W VIVCEf. ml L E/C, ASIDIm 1p ROOD NAM NI11 J) e ir.1-s/r IRA Nxcws Y wm nm TRAGIC iR1C( TKIMMM DIG• MIL r ro ESO® w" OG lOA R I 1ZIL FOR Dam OIL) T.' 12'- W HIGC TRACK COKE UM1DN SPAALIL HOT EIC® 1NCONSTFACTOFORCONSULTLlROD. RY FOR HIOlEDEALiROD. G rvr DESIGN LOADS: + 24.0 PSF A: -24.5 PSF TEST LOADS: + 36.0 PSF k -37.0 PSF MPG: PAN- 2F153 v"A° RA7IIL HMI, EImR Sao olopay W 4 16'01M K 16'0"H 1/3/ 97 DESCEPTRIM CLASSIC AND CH RP STEEL PAN SASS DUKE BLVD. nRAVN Building ProductsMASON, ON 4504E "' JAC DOUBLE -CAR, 16V +24/-24.5 PSF Com an ( 513) 770-4E00 CHECKED B D EtAViNG MSOOYFA Cl—e.m.,. U.R ANRI.hW R.Favd. MWW B 101711 1BC Florida Building Code Online Page 1 of 3 lit BCIS Home Log In j User Registration Hot Topes ! Submit Surcharge Stats & Facts ; Publications FBC Staff BCIS Site Map Links Search b a e ``a Product Approval USER, Public User cn3k+,S RS:LLY Product Approval Menu > Product or Aoolication Search > Application US t > Appliotion Detail FL # FL17499-RI Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived L 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 Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE _ GZ Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard AAMA506 AAMA/WDMA/CSA 101/I.S.2/A440 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 07/19/2016 Date Validated 08/05/2016 Date Pending FBC Approval Date Approved 08/05/2016 Year 2008 2008 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6BP... 9/7/2017 Florida Building Code Online Page 2 of 3 0 Summary of Products FL # Model, Number or Name Description 17499.1 185 SH 52x72 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC MI Windows - 185 SH (Fin) Impact 2).pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL17499 R1 C CAC MI Windows - 185 SH (Fin) Impact 3).odfDesignPressure: +55/-55 Other: R-PG55, Missile Level D, Wind Zone 3. Glass to be FL17499 R1 C CAC MI Windows - 185 SH (Flange) Impact 2). odfbeddedinPecora896sealant. FL17499 R1 C CAC MI Windows - 185 SH (Flange) Impact 5). df Quality Assurance Contract Expiration Date 10/10/2018 Installation Instructions FL17499 R1 II 08-02544A.pdf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513320A.pdf Created by Independent Third Party: Yes 17499.2 185 SH 52x84 Fin/Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC APC(13362)E1725.01-109-47-RO 185 SH(FLG waiver)5-SIG 1-8A 52 1-8X84 R60(100918).pdfApprovedforuseoutsideHVHZ: Yes FL17499 R1 C CAC MI Windows - 185 SH (Fin) (10).pdfImpactResistant: No FL17499 R1 C CAC MI Windows - 165 SH (Fin) (9).odfDesignPressure: +60/-60 FL17499 R1 C CAC MI Windows - 185 SH (Flange) (9).odfOther: R-PG55 Quality Assurance Contract Expiration Date 10/09/2018 Installation Instructions FL17499 R1 II 08-02546A.pdf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513322A.pdf Created by Independent Third Party: Yes 17499.3 185 SH 36x84 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC MI Windows - 185 SH (Fin) Impact 4).pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL17499 R1 C CAC MI Windows - 185 SH (Fin) Impact (5) Done.pdfDesignPressure: +55/-55 Other: R-PG55*, Missile Level D, Wind Zone 3. Glass to be FL17499 R1 C CAC MI Windows - 185 SH (Flange) Impact 3 . dfbeddedinPecora896sealant. FL17499 R1 C CAC MI Windows - 185 SH (Flange) Impact 4 df Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R1 II 08-02545A.Pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513321A pdf Created by Independent Third Party: Yes 17499.4 185 SH 5202 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC APC(13361)E1726.01-109-47-RO 185 SH(FLG waiver).pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 R1 C CAC MI Windows - 185 SH (Fin) (11).odf FL17499 R1 C CAC MI Windows - 185 SH (Fin) (12).odfDesignPressure: +60/-60 FL17499 R1 C CAC MI Windows - 185 SH (Flange) Other: R-PG60 10 . df Quality Assurance Contract Expiration Date 10/08/2018 Installation Instructions FL17499 R1 II 08-02549A.pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513327A.pdf Created by Independent Third Party: Yes 17499.5 185 SH 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6BP... 9/7/2017 Florida Building Code Online Page 3 of 3 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC APC(13363)E172g.01-109-47-R0 185 SH (FLG waiver).DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 R1 C CAC MI Windows - 185 SH (Fin) (13).Ddf FL17499 R1 C CAC MI Windows - 185 SH (Fin) (14).DdfDesignPressure: +60/-60 FL17499 R1 C CAC MI Windows - 185 SH (Flange) Other: R-PG60* 11 elf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R1 II 06-02550A.Ddf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513328A.Ddf Created by Independent Third Party: Yes 17499.6 185 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 R1 C CAC MI Windows - 185 SH TriDle (Fin) 3).DidApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 R1 C CAC MI Windows - 185 SH TriDle (Fin) 4).DdfDesignPressure: +50/-50 Other: R-PG50* FL17499 RI C CAC MI Windows - 185 SH TriDle (Flange) 3).Ddf FL17499 R1 C CAC MI Windows - 185 SH TriDle (Flange) 4 df Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R1 II 08-02548A.Ddf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513324A.Ddf Created by Independent Third Party: Yes 17499.7 185 Twin SH 106x72 Fin Frame IG/SG Single Hung 105x72 Flange Frame 1G/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC MI Windows - 185 SH Twin (Fin) 3).DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 R1 C CAC MI Windows - 185 SH Twin (Fin) 4).DidDesignPressure: +45/-45 Other: R-PG45 FL17499 R1 C CAC MI Windows - 185 SH Twin (Flange) 3).Ddf FL17499 R1 C CAC MI Windows - 185 SH Twin (Flange) 4 elf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R1 II 08-02547A.Ddf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513323A.Ddf Created by Independent Third Party: Yes Back Nezt Contact Us : • 2601 Blair Stone Road, Tallahassee FL 32399 Phone. 850-487-1824 The State of Flonda is an AA/EEO employer. Coovnaht 2007-2013 State of Florida..: Privacy Statement • - Accessibility Statement : Refund Statement Under Florida law, email addresses are public records If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850 487. 1395 *Pursuant to Section 455 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F S must provide the Department with an email address if they have one. The 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: 0 ® ._Ick M Creel; Card Safe http://www.floridabuildinc,.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtCUGgvj Qiz6BP... 9/7/2017 NUIFS 1 T-i` PR000---T SHOWN HFRFIN IS OFSIGNFD ANC IMhIL1FAf;TURFL TO CObIP1Y WITH kE;a1 RE'.4crl'S 0'- [HE F 0f?IDA NJILLIrl COOL INCLUDING THE HVI-L. 2 '4'0017) FRAVINC AND Ip,CnNRt' Qr'FNINC TO RF D'SIGNFD .AND ANCHOREC TO PROPFR;•ll TRANSFER ALL LCACS TO :STR11 JUTE FRAIJING A'd0 f,IA:,ONPY C-IDdrVG IS THE RE,'PCNSLII.Ilf OF IHL A,PCHIILCI C'2 LN;INEFR OF RECORD'' 1 X RL)CK OVFF, MA7ot;k '!COrJf tRFTF IS CIPTIONAI 4 ,'HFr:F SHIM r''R RUCK THICKHFSS Imo; I FSS THAN 1-1/2" 'l; P400W UNITS MUST RF MJCI iURI_I` H r:OJGI I I IIL RAh/l IN AGCORWINCI Will! MANUFAC H.JRF I2'S f'UULI°SI II U IV,TAI-IAHlfl IIJSTRI,JCT1r'•rJc. 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FOR FIN I'V`iF"LLAfI')N SHIM A',PI=-DEO FOR PF'.AI1E IN51':ALLATIO'N Slil\•I AS i2EOUIRCD AT FACH AN -'OR LC'`'A71ON ',VITH IOAC BEARING SHIM SHIV INHERE SPACE O, /16" Or, RFhT,'R •::GI!R; 'd+v;ll,1161 AI I OWAR,1 F 7,I14.1 ','-ACd TO RF 1; 4`, Ylll), SHAI I RF I (1{,ATI D, Af-01 IFL ANO MAIih f ROM MATFRIAt S ArJU TH C,KNFSS CAPAHI I OI SUSIAII,111W, .ARP. TCAR! t :rJhI.S. 10 1'dIND ICAO R,TIFACTOR CLrWAS USFO - C)R WOOD ANCHOR CA; ICI II ATIOHS FRAVIF. IJATERIAI FXIRUCED RIC-10 F'aC. 2 U1411S UUSI UE C•LhLLO PER .ASH. E1300 04/09, SEE SIILEI 14 FOR GLASS DCTAILs 13 APPR9VCLO .HPACT PRC+TECTIVE SYSTLV IS -NOT- REOUIR[D FOR THIS PFOUJCT IN 'NIr;C• ROf,NF DEUFIS REGION`; i= FOI; ANCHORING 1HPOW31' FIN IINIu ::061) %PAIYNG OR ;`X SUCK USE i'8 HOOD SCRL'W_< WITH S(., FICIE1, 1T !EIJC-`H TO ACLI1 VE A 1 1/4' EXNIdUM EAIEHDMENT IHTI) SUGSTRATE. I O(.AH ANCHgkS AS SI"iSVrJ IN LLI_V4 IQr;:i AND II SIAI LATICr, DETAILS Nf Dr Sr rIPT10N (. 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TION ANCHORS ',;HALL OL_ IWAALLEL IN ACCO2D:•.NCi_ WITH ANCHOR MANUfA Tl IN WS Ir,!',IAI I ATI()hl IfJ51fa1r:l l0h1; AND AIJCI 101R' SHAli N01 Ut LJ'.;l l) IN S11g;TRATF S WITH STRENGTHS I F55 THAN THE MINIMUM ;;TF Nr,TH SPFCIFIFD RFI OW A WOOD, `ANNR uM S='LCI;-'i, 6RAVIFI CV 0-0,42 I; PONr;f?LIE' W!"11MUTA COMPRIrS)SIVF STRFNGIH C•"r' 1,:100 PSI C MASUt4RV. FI;;I LOWj FII111) 'MUCK NFR ASTM C90 WITII FFT-7,00011'SI MINIMUM D MF-A S' TRLKJI.IPF STFFi 18GA. (048") F}-33vSl' FU-5iK51 OR AtUVINUM 6003-T5 ;7U- 3OKSI OAFS" THICK MIN11,'lJI'l TAP,LE OW CON- ENTS SfILU NO I - UES kIPTION---___- 1 i t1u1Ls 2 4 1 ELLVAI ONS 5 - 13 1 INSTALLATION CETAIL S 14 1 ':01.4P0NFNT7, ICI WINDOWS AND DOCKS 650 WEST MARKET 51RELT GRATL, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT NOTES N.v. 08- 02546 r.n NTS 'A_' 12/09/14 swill OF 14 SIGNED: 0711212016 S R ! 1Ll0 1 / v\GEN'9 iP 0. 625`. yr AT A ONA 11 aG` N 1)l' MAX o HAMF WID01 MAX MPyT-!_1 C '{ - MAX MAX y4" MAX 112AML IIFIGHT v_ MAX 1 NAM[ WI[7TH l_" MAX I F ?" S.14X MAX 0 C i T6" I MAX 0C O Mkx FRAML HFI ;HT j i/ 4 I X II I 2 1 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGE& FINLESS INSTALLATION FLANGE& FINLESS INSTALLATION WITHOUT FILLERS WITHOUT FILLERS SEE CHART r I FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART X I FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING — 160.0PSF NONE et•t intl; or$CP.,PTIM DATE "M" YvED RFVISFD ANCHOR SFACING k CHARTS 07/11;'20'6 RL CHART #1 UNITS INSTALLED WITHOUT FILLERS Number of anchor locations required Frame Fame Width (In Height (In) 1600 Head Jamb 24.00 Heatl Jamb 30.00 Head Jamb 36.00 Head Jamb 4200 Hvd Jamb 4600 Head Jamb 5200 Head Jamb 2400 2 3 3 3 3 3 3 3 4 3 4 1 3 4 3 3000 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 4200 2 4 3 4 3 4 3 4 4 4 4 4 4 4 46.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 5400 2 5 3 5 3 5 3 5 4 5 4 5 4 5 00K25 3 5 3 5 3 5 4 5 4 5 4 5 00 3 5 3 5 3 5 4 5 4 5 4 5 72.00 3 6 3 6 3 6 4 6 4 6 4 6 00 3 6 3 6 3 6 4 6 4 6 5 6 84.00 3 6 3 6 3 6 4 6 4 7 5 7 SIGNED: 0711212016 MI WINDOWS AND DOORS NOT ES- I P.14r11,Al;M SASH 51 Z! I " Y. .)6. li50 WEST MARKET STREET R -(i!//// S 41 / I Di-O. 4 % 2 MAXIMUM SASD'_'B" ri 32 I%2" CRAI" L, PA 17030-03I0 GflNs ••, J V F 3 MAXIMUM F7.fD D I. O ? ',/" X 45". SERIES 185 ALUMINUM SINGLE HUNG WINDOW 0 5 5X84" NON —IMPACT FLANGE Lc FINLESS ELEVATIONS 0 AT OF trJ HARDWARE SCHEDULE ORAWv DW9 ue NIv i'r 'c(OR10P• O ALSWEEP AT " FROM EACH END INTERIOR MEETING RAIL A OB 5025260E N"G °"` Li/S ONAL`Ea\\ 2) BLOCK NDTACLOCKNTS12/09/14 14 2" VAX _ i MAX FRAmr WIDT'-1 - 16' AJ A:I — MAXt A• -- 2' MAX I 2 1pn--- 1.4 Ax O 61Av F"I rFb.,HI HFIGHT Ii I it v l I rJ• 1 52' VAX FRAME WIDTH — 16' VAX 2" ',TAX O.0 — J 11 Ij 185 ALUMINUM SINGLE HUNG WINDOW }}} 185 ALUMINUM_ SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGE& FINLESS INSTALLATION FLANGE& FINLESS INSTALLATION WITH FILLERS WITH FILLERS SEE CHART #2 FOR SMALLER UNITS REOUIRED ANCHORS SEE CHART*2 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING 160.OPSF NONE 41 JES 1 'JA:IMUM 2 ?.OYIMd JV SASI 1 1, 1- 0 4 ; `; 'i" X W 1 /2" 3 MAX'M il,' :h;f_U PI-0 9 /4' >: 45". METAL SWEEP LOCK AT 8" FROM EACH END INTERIOR MEETING RAIL BLOCK AND TACKLE BALANCE AT IAMBS er':1'anrl ' DFI-MPTION I DIiE a: PPD+TD Rl VISF i ANC.HOP. CiPAi.IIJ6 k CHART 5 07/ 1 1,,'20161 R ! CHART #2 UNITS INSTALLED WITH FILLERS Number of anchor locations required Frame Frama Width (In) Haight (in) 1600 Nead Jamb 24.00 Heed Jamb 1 3000 Head Jamb 36-00 Head Jamb 1 42.00 Hud Jamb 46-00 Head Jamb 5200 Hend Jemb 2400 2 3 3 3 3 3 3 3 4 3 4 3 4 3 30.00 2 3 3 3 3 3 4 3 4 3 4 3 3600 2 3 3 3 3 3 4 3 4 3 4 3 4200 2 4 3 4 3 4 4 4 4 4 4 4 46.00 2 4 3 4 3 4 4 4 4 4 4 4 54.00 2 5 3 5 3 5 4 5 4 5 4 5 6000 2 5 3 5 3 5 J35 4 5 4 5 4 5 6600 2 5 3 5 3 5 4 5 4 5 4 5 72.00 2 6 3 6 3 6 4 6 4 6 4 676.00 2 6 3 6 3 6 4 8 4 6 4 684.00 2 6 3 6 3 6 4 6 4 6 A 6 MI WINDOWS AND DOORS 650 W'LST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON—IMP.AC1 FLANGE 2c FINLESS ELEVATIONS DRaY/:J LAr i17 N.G. 08-02546 S`411 NTS "A" 12/09/14 '"13 OF 14 SIGNED; 0711212016 IL 0 Jz aT OF e i/s/0NALA1E\ 2 ' 1..4AX _ — - _ - MAX Q — 2" MAX U" 1r'- - - - - --- 1 i iJ 0" 'dJ+ 1X OAX I 1tAML HEIGHT j ry ,1 1 1 I I I MAX FRA147 WIDTH - -- MAX — I-' 0 - -- 2-' MAX MAX 0 C I - I I IQ" A4AX OOC V k, --- I IFIG-i AX i J I I 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FIN INSTALLATION FIN INSTALLATION SEE CHART N3 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART N3 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING [ fCTRATINGt60.0PSF NONE bl'J TLcr I 11A>,lial'I,t SW;H SILL JI' X ,y., 2. I+IA).RJUM 'iASI )LC1 4; 5/8" S2 1/2' S MAX IIUM 1 IXLU L1.L'J aJ 1/4" A 4t '. BLOCK ANDTACKLE BALANCE ATIAMBS KWSINS USCRIPIlow f.ATF_ ArrrpvCn RFV". iF(', 7NCIIOR SPACING R CHAR-5 1 O7/11 21)lF RI CHART rk3 Rum bar of anchor locations squired Rama Frama Width (in) 18. 00 2400 3000 36,00 42.00 48.00 1 5200 1- 161pht(in) HAS Jamb HAS Jamb HAS Jamb HAS Jamb HAS Jamb HAS Jamb HAS Jamb 24, 00 3 3 3 3 4 3 5 3 5 3 6 1 3 6 1 3 3000 3 4 3 4 4 4 5 4 5 4 6 4 6 4 36. 00 3 5 3 5 4 5 5 5 5 5 6 5 6 5 4200 3 5 3 5 4 5 5 5 5 5 6 5 0 5 4800 3 6 3 6 4 6 5 6 5 6 6 6 6 6 5400 3 6 3 6 4 6 5 6 5 6 6 6 6 6 6000 3 7 3 7 4 7 5 7 5 7 6 7 6 7 66. 00 3 8 3 8 4 8 5 a 5 5 6 8 6 a 72. 00 3 a 3 a 4 a 5 8 5 8 6 a 6 8 7a. 00 3 9 3 9 4 9 5 9 1 5 9 8 9 6 9 AI. 00 3 9 3 9 1 4 9 1 5 9 5 9 6 9 8 9 MI WINDOWS AND DOORS 650 WLSI MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X84•' NON —IMPACT FIN ELEVATION N. G. 08-02546 WAIT NTS 1 01I 12/09/14 "'"4 OF 14 SIGNED: 0711212016 Ll0 i/% o5AT OF rli' F•'°(0R0'• iL jONAI-' E h'COD FF'A•A'NG Op ROC.11 PA.CK I; ROD r: AP- 1,nvF D SLALANI j EXTERIOR 1; 2 I•AIII FDGF- 01': A'JCF 1 1 ; •1" MIN EF•di?Ef:'A NI i SI11I.4 SPA',L INTERIOR S/4'. "IN LD;E DIS'ANCL r;Tl?U\:ilJf;F BY OTH_RS \H H 1/1,. m"v r SHIM SPACL APPHU`/L:T --' FAN ANT EXTERIOR I I RE SFT IN UL D CI j STP.JC URA1 UA(:KkR 41)L' SEALANII GE'•.LArJ1 I_y 1/4" MAX RALY,E % ROD j =HIFA SPAC: 8t APPROVL-D iFAt <dJT UP 2X PJCK HY n1HEI(i : N:` METAL, - STRUCTURE BY OTHER 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 r1 , *vs OR I-- ORILUNG FLW INTERIOR AE\^^IrJ1I'. RFV 0E1fr•IM111 [`AiF .tI+AAGrTA A, I REVIVIJ A141-OR SrACING k CHARTS J7/ 11f%015 RI 1 1/4" MIN 1/4' MAX EMBEDML1,11 SI;IM SPACE INTERIOR MIN i Dr:1 DISTANCF N 10 WVOD I - -- -- seoco FRAMING ------- OR 2X BUCK EXTERIOR DY OTHERS PACALR ROC AFPFhO'J_D Said ANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX SHIM SPACL CFI F DRII I ING \ INTERIOR SCJaL'WS t1 rrrnn n ul III TO PP ';FT Mir, L•D,,L IN ,A BID Of DIS"AIJ,.,_ E_ STRU': URAI SLALANI METAL I EXTERIOR 51RUC URE BACKER ROD 1/4" MAX,U" SHIM SPACE omr-m_, A,MPROVF-) SENLAN' T JAMB INSTALLATION DETAIL VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION METAL STRUCTURE INSTALLATION SIGNED: 0711212016 M AND DOORSMArc 1RSoJINDOV/WEST S IRLET`\\\\S GRATZ, PA 17030-0370 r E1Vq*.j+ y A = SERIES 185 ALUMINUM SINGLE HUNG WINDOW lo 52"X84" NON -IMPACT FLANGE INSTALLATION DETAILS WITHOUT FILLERS a STAT 0 i'FS c10110P.G{ nR%W rvn Lo v N.G 08 c02546 A s ONAL4 XXN` o rrNITS12/09/14 5 OF 14 2 1/2" MIN. i I Cc C L,Ti+NrE 0f _-THF.RS n-----I- fi a OF'TIONAI I'K HUCK — • ^ " °• Y, 1 1;'4" h11 P1 SEC NOTES 3 - 7 _, _ " EMHf_phlF-IJI S,HLLI 1 1/4" MAX _ 34CKf ? Ri`Il SHIIA SPACE 4 i Pr'R LA r llhllI I t 3,16" TAPCON I 1 I . EXTERIOR Ii INTERIOR I S'LI TO BE SET I' •' IN A BEG OF RACKER POD APPROVED A'PROvEO STRUCTURAL SLALSNI SEA LANT OP110NAL IX BUCK -, \ -' ?-_ ./ 1 4" MAY Ff VN ;1E 3 - 1 SHIM SPA('L HEFT 1 Y CONI;kFTF/b':1;1:)hJR - - UY 0711 I ,j ° " a VERTICAL CROSS SECTION CONCRET&MASONRY INSTALLATION REvts OrIS RFV n"crIPTN)N nFTF nPPt•'OVrD A P.[VI?.[D AIICLOR SPACING k CHAR' 07 j I l j "J016 P.I . -- 1 1/4" MIN - -- LMHLotiaENT I CONCRF-,E/ MAS('NRY' MAA F'IIA SPACF Y OTHERS i I 1. 13j16" TA'COIJ i r I INTERIOR FDGF ill----.- I - DI STAdJCE EXTERIOR Sf.CKF.R ROD I PA APPROVED OrTIONAI 1;; Bilov, SF.AtAtJr SEE NOTES 3 - / HrFT I JAMB INSTALLATION DETAIL_ CONCRETEVASONRY 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 AS TM E2112 SIGNED: 0711212016 MI INDOµ/MARKED DOORS 1R 11 10TSTREET`\```\S GRAIZ, PA 17030-0370 v GENSF 9J+'J 0y j 5of SLRIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84' NON -IMPACT FLANGE INSTALLATION DETAILS WITHOUT FILLERS u0ATOFrU OAF 'ORIQ•• 111810NAL1E 6\ I:RnWry N'G o1n; OB Iov A c025660F 14NTS °,n 12/09/1A WOOD 'RA",ilrJG i; ' '' P:h"' : UYOfHL`tS ypr,; R ROD - F; SLALAN I F Cl) ILLLR EXTERIOR 1/ 2" YIN FDGF L7I';,ANCf IN I FI.IPFDMENI 1 / 4 MAC; IIII, l SPA',;, hJEI ^' TRUCTU G` OTO= APPRU' dLD SEALA, rIT I RIGID Fit I FR 1 IINTERIOR EXTERIOR I I nFir/ ILI. - RE SET i, N A ULD 01 li A rFOt: D ETRIICTOPAL ANT % 1 /4" MAX HA Y•E P ROD j f-- I,HILi Sr°r•,cl & APPI:!)VI-D SF At ANT O R 2 X R'J(: K BY P1IIC' ' META STRUCTUR BY OTHER VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES f 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 5/ 4' h111J LDGL D151ANGL 1 /. 1" I•AAX. rS I I I M ';PALL 1 0 SaIS OR DRILLIMG INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION Ill TO 9F SFT IN A ULD Of Af' I'i C)'vra STf• I )CTOPAI SLALANT 1 / 4" MAX. SHIM SPACE FEVI' t,11 i ` Rf4 OFSCCIP QN C TF +•". ^ihT_D RFV1VD AIACP0R SrACii4C A, CI-AF S 1)7/11 %7015 R I 1 1 /4" h9N 1 /4' MAX EMBEDkiLNI S'ill•A SP.ACL 1 / 2" INTERIOR MIN f' STANCE-- p 0 WOOD — , / - - f -- WOODFRAMING _I 01? 2X L1UCK EXTERIOR 0Y OTHERS Fik.,,-ER ROD APPRV) V-D HILLER '; FAl AN if INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MIL IAL \ _ _ 1 /•C' ;AX STRUCIVRF \ Sillm = ACL Dr OTHER. to SMS OR INTERIOR SFI F DRII I IPIc; oi: RLW13 3/ 4" r MIN DI`' IAl' Al Q EXTERIOR RIGID LIACKIR ROD LL 1.11 A AP'ROVF7 SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0711212016 M65WIWDOWILSTMARKND IILr0 SDOORSREETStiRGRA1- L, PA 17030-0570 GENS.9 i SERIES 185 ALUMINUM SINGLE HUNG WINDOW 1 • 52" X84" NON -IMPACT fin - FLANGEINSTALLATIONDETAILSWITHFILLERSi" A • AT 0* namxrr um; I, I+Iv c[ORIOP• N. G.08-075 A SS/INALIE\G\ rJTS oar 12/09/14 760E 14 2 112" MIN 13Y OTHERS I )PTIONAl Iw PUICK MIN. SZC NOTES 3 - 7 EMBFIDMITNI 13ALKf I: NOD — SHIM SPAC.0 APPIROVF15) SILALAN I RIGID - r FILLE,',' I 3,/10" TAP CON III III EXTERIOR INTERIOR ILI' Sy I. TO DE S-T RAC KFR Pt)r) IN A 3EED 0" AIPo01tl A` PROVED SLALAN I STRU'-,'. TI,jRAI_ SEALANT CPTIONAL I X F31j' - 'I M x AiAHEFT I SHIy SPACE By C)"HILFs 14 4. VERTICAL CROSS SECTION CONCRETE/ MASONRY INSTALLATION 1 1"4" miti LMHEDMLNT CONCRETE/ MASONRY OTHERS 3/ 10' 7APODN a4I prWIN FDGF DISTANCE RIGID 11 LLLR 11JTl, Amer FI) REVIUD ANCIiOR SrACING A, Cl"ARTS RI CPHONAL 1X RUCK FF NOTF., 3 - 7 SMELT I F I ' '-' " MAX. SHIM SPACIL INTERIOR 13,,. CKER ROD EXTERIOR el, APPROVED Sl ALANI JAMB INSTALLATION DETAIL CONCRETE/ MASONRY 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 SIGNED: 0711212016 M650l WIWLDNST AKETND DOORS 1R. Lo MOWSARSTREETGRAIL, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 0 52"X84" NON -IMPACT FLANGE INSTALLATION DETAILS WITH FILLER ATrO'F N. . G 08-02546 A 1 j0f4AL M&IfNTS1`7 12/09/14 ISF11'18 OF 14 111111,100 roVOOD FPAMII;C' - i OR ; n yl ha• LIT' OIIIUtS MFTM. ST,RW;i.1RF \ BY UTI LRS I Pc APPRI1'VF D Iggrr i SLALANI I 1111:4 SPA'-'L A P P RO'VLL) -' SEAIANT LINTERIOR 1 EXTERIOR 1 I n r'- - Sli L -0 BE SET IN A DLL) 01 r ;! APDROVED r STRIUC-;;RAL UACk_R 130D _ /51 Al AN•I C-LANT \ I(-' I;'4" I•/Ate SHIW SPACE V;'OOD FRA`ilr.c: OR 1X UJCK by OTHERS 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 EXTERIOR BA( I\I R 1{01 APPtOVEL SEALANT METAL STRUCTURE BY OTHER`:. F-7 / 4' Y:N LDCL Or;TANCI 1/4„ MAX. r ;I IIM SNACL r+ I S dS UR EL^ ORIILINh SCRLW INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION Dr4c CInT47N Dl TF aPFr(,-rn RCVI'FP ANCI OR SRACIN(' A ,'HARTS 07/11, 70 16 RI, 1/ 4" MAic G:`E3LUMLIJI I SNI1.1 SPACE INTERIOR 1-r2----- - /IMIN / r DISTANCE 10 'VVOOD - 1 llI EXTERIOR WOC)D FRAMING 1 UR 2x BlIC,K 9Y OTHERS F'C I<FR i<0D Qr APf'R)iLl': SI AIANI JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 114 41 r, < HIM ;iPAC:F g10 SIAS o,,, INTERIOR SFI F DRII IN^, \ SCI+LI'VS cull/Ill t IN SILL 7'J BE SET IN A 3FI7 OF b11P1--------- CLANAPPPOV°0 ST:3JCIURAt D'ISANCE 1J 11 EXTERIOR SE A, AN I J---' - - FUD 1/4" MAX 6?ETAL Ur,CGLi'. SHIM SPACE IIiU;IIII L APPROVF7 13`r OI I IC "S SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0711212016 MI WINDOWS AND DOORSR. 6S0 WLST MARKI'I SIRLEI s :. •.Dt1//i GRATE, PA 17030-0370 GEN,? SERIES 185 ALUMINUM SINGLE HUNG W'INDUW*• 0 25 *= 52°X84" NON -IMPACT FINLESS INSTALLATION DETAILS WITHOUT FILLERS STATE OF Iiu` SS ONAN. 08 f02546 A j1E G\ nc1NTS 12/09/14 9 OF 14 2 1 /2" MIN FI)GF DISTANCE COW,'IRL I LIVIA".0tJR, BY OTHER`- J4 4 MITIOH""i VA 1 114" 1,11N LVOLDMEN1 SLC NCIE', 7 A I ----- ----- MAX 13/1(,K( kOf" SHIM SPACE PrRt VFD SLAILANT 3/16" TAPCON EXTERIOR CINTERIOR SILL TO BE SET RACKFR —:)D Ill'A BED 10.1' AF.r'Rr)VED P,c APPROVED STRUCTI)9AL SLAU,'Jl LYE— SFAL A',I T CPTIf)tJA-. IX BUCK I I'" mAx DEL 'j Q T, 3 i SFICE 1 HY Ol'lt_R, VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION CON C RFT-- MA;ON R Y OTIiLR 3/16" APCON 2 1,, MIN f DGIF DATE naarrArn RT-Vl^[_D AWC11,013 srt.cciiqc. & CHARIS 1 0?/l 1,/20 1 F p I uF11011AL IX MUCK SEE NQTEEG 3 SiILET I / 1,1" MAX SHIM SPACE INTERIOR EXTERIOR RACKFR ROD APPROVED Sf-A!Ar,'7 JAMB INSTALLATION DETAIL CONCRETEIMASONRYINSTALLATION 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: 0711212016 MI WINDOWS AND DOORS 6,50 WESIF MAR01' SIREET c, R. L 0 fGRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 0625y52"X84" NON —IMPACT YFINLESSINSTALLATIONDETAILSWITHOUTFILLEROa• TAT OF wz: F J. DROWN N. G. 08-02546 A ONAi NTS "A" 12/09/14 P"' " 10 OF 14 1 / 2" HIN i EDGE DI STAr.CE WOOD rr,A,an.i, OR ; n 130CJ1 L+r OIIILR: J;P` Pr Af+r p, 1/Fh 11 I SIIIM RI IF, / ILLLP EXTERIOR MFT,AI, TRU?IURF UY OTI,LI+S APPRO'JLD SEM ANT llI I EXTERIOR 1 V, i 0 5E 9E7 IN A L'CD OF ArPPOVFnIJ• TRI I,_T; I RAL UAI:K R ROD SLAI ANI r.r RovFn bSEP'.,NT \ I 4" F/AX BACKER F?I)n — 11.==-- i bHIM SPACE At AF'P?Ob'C0 SCM-ANT V000 rRAMl OR ,X E'Jr'K I BY (UPE16 METAL - STRUCTURE BY OTHERS 0 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 E2112 LUGE DISTAfJCL 1 / 4" MAX SH IM SPACL rI ELF r,RILI_ING SCRL'W INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION III TO F- SF - IN A HLU UI Ar%ROVFD STRl1CTl Igld SLALANI 1 /4" MAX. SHIM SPACE REvsnn; oFsrrirnot; oaTr nrrro rn RFVI ,FD AHCW)R $RACING k Ct+ARTS 07/ 1 1 / 2G 16 R L. 1 1;'4' MIN, 1/4" MAX LML1LDMCNT SHIM SPAILL j• / INTERIOR hilFl L U 0 L I?ISIANCI` E - 1U wool) -, t \ 1i, 1- I GL:LNi ram - EXTERIOR WOOD Fr;AMING' OR 2X RUCK % \ RY OTHERS UA;:KEr< IeOlf SEALANT FILLER JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X SUCK INSTALLATION VJ' TAL STPOGNIRL I/4., t.•IAx RY 01-ILR, SHIM ,PACE r 1r_-rr 1 a SMS OR —, INTERIOR IF URII I IN - ChC' r75 r I h1• hl MCI` D' S1ANC=EXTERIOR JB`+ CKLR I;UD RIGID _/l FILIFR tC AP ROVFD SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0711212016 M6SO IyNjDOVIESTMARKAND SDOORSGRAi-L, PA 17030-0370 REKI\\`J\ ST1R11L01// r••GENS6 rl+% 05 = SERIES 185 ALUMINUMSINGLEHUNGWINDOW52"X84" NON - IMPACT FINLESS INSTALLATION DETAILS WITHFILLERS TAT OF 1 O FlORIaP •• I:1t< wN•cF N.G. 08 { 02546 A ss ONAl1 G``\ NTS rA 12/09/14 11 OF 14 BY O-HERS nrnor+a tk FLICK -- CC 'JCtrES 3 - 7 II[A 1 1 I?A!;Kf I2 KC-D AP"r0VEC ALAN r 2 1/2" MIN FI:• ;F '1I;;7aIJCE 4 - I I J EA•tL1f.DMLM i/i!'l y 114" h.1Ax. I r r7 SHIM SPAC; Ri GID FII I FR ' EXTERIOR o-' INTERIOR cif I S-LL TO DE SET h j J: A BED V RAC KFR R:)U - i A-'f°RCW D A°PRC'VEU \ f I STRUCTURAL SEAL^dJl I 31"r• SF AI A14T OPTIDNA- I X BUta< J 1.1:1Y, S14.4 SPACE SHEET 1 r)Iu:RFTF;'Idnc•rlRr \ --- r-- --- -- - - I?Y OT!iuF s A VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION REVI, DN5 Drsr CIPT10N DraF ,m ri, RIV;"FD AI4CI•;7R SI'A^.ING & 41•ART S 107/11/20161 R I i/4" hilt/ E`:•1HEGdE'Ji CONCRFTE.; MASONRY - Y r)rifERS \ FIIpIJAI 1X RUCK h SFE Nr)Tc 5 S - 1 SHEET 1 rl 1 f ., -nPf.OrJ ' V 1I,III I •, MAv f I I11M SPACL INTERIOR I 1 S Ylhp rrrll rUi1fJIF 51UISTA^ ICE EXTERIOR P. ACKFR ROD F' APPROVED RIGID SEALANT Fll. l_FR JAMB INSTALLATION DETAIL INSTALLATION CONCRETE/MASONRY NOTES 1 INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0711212016 M 5WIwD0'IEST IRIILr0MARKEANDSDOORSIRELT\\\\ GRATZ, PA 17030-0370 C, GENS gs Or6126 jt= SERIES185ALUMINUMSINGLEHUNGWINDOW52" X84" NON -IMPACT 4. if1r - FINLESS INSTALLATION DETAILS WITH TILLER 8}ATE OF ;rim i ss,pNAL1 4\ 1: RUNN LA•i NO RfV N. G 08>012546 A o n NTS12/09/14 12 OF 14 I_ _ I i%•1' 11 iJ E-F:IC-CL`IAI PJI in 14600 Yr CiC a 8r OTHERS 7/`IC' MIN EDGE DI_TANCC WOCL; I N-MINC IS( OTHERS, DFSCr'i'TION DnrF .1- (jvrn RFVI>FP AIJCIniR `irACIIJC A' HARTS ti7/11/ %G 15 R I. I I 1,/4" MA:( SHIM SOACC I 1'1I--- -- %\ I INTERIOR MIN % EXTERIOR r II,y hL EMDEDIAENT / \ INTERIOR rr,)or) 7/16" MIN FUGF 01$TANCF EXTERIOR 4 Fr);,F DIS?+IICF i;Clii 14 1 Pd C[ Ur: t IJ I VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1 /1, M,\k NOTES' j SHIM SF"^. E 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2 PERIMETER AND JOINT SEALANT BYOTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 4000 f RAM N Fr ,,TIiFP' MI WINDOWS AND DOORS 650 WLSf MARKET S1REE1 GRAIL, PA 17030-0310 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT FIN INSTALLATION DETAILS N.G. 08-02546 r.'ll NTS ID"-' 12/09/14 `°'h113 OF 14 SIGNED: 0711212016 giP O A • AT OF A •//;'/ONA E' G`. 2 3/ 16 1 7 / jjj 5''' _ 2 j/16I I 1sGf [I_ 11 f rr 1 51/ 1 -- Ir----- FLANGE FRAME HEAD FLANGE FRAME JAMB FINLESS FRAME HEAD__ CM- 18501 CM-18503 CM-16553 ALUMINUM 6063-T5 .050' THICK ALUMINUM 6063-T5.050' THICK ALUMINUM 6063-T5.050' THICK 3 / G" 2 3!1G" 3 3/4" it t--___ '-• I( 1 i_ f FLANGE FRAME SILL FINLESS FRAME SILL 1— _ - CM- 18502 CM-18554 FIN FRAME SILL ALUMINUM6063- T5 055"THICK ALUMINUM6063-T5 055"THICK 1 I i LOCK RAIL/ST_ILE CM- 18505 ALUMINUM 6063-T5.062" THICK 3/ 1G' GLAZING BEAD V- 663 RIGID PVC 060' T14ICK 1 7/16" I JI I SASH - BOTTOM RAIL CM- 18555 ALUMINUM 6063-T5 050" THICK I 15/1G 5 E1.. J - r GLAZING BEAD V185 —. RIGID PVC 050'THICK ALUMINUM 6063 055' THICK 2" 16- =1 , I IF IIJIJ MEETING RAIL CM- 16504 ALUMINUM 6063-T5 055" THICK SASH STILE CM- 18507 ALUMINUM 6063-T5 050' THICK REV.` rll i RN USCErPTION CF1E anP OVT[ RrVISFD AIJCI I :r't.c. RJC• k CHARTS 107/1 I /201f Pi i 3/1G i L FINLESS FRAME JAMB CM- 18513 5/8^ ALUMINUM 6063-T5.050" THICK 1/ 8, mv,I — — 1/8" ANN METAL REINFORCED BUITL c ACER G^ EXTERIOR INTERIOR SFAI AID- 2 5/ 16" SL111NG 13,OCK -/ GLAZING DETAIL A FIN FRAME HEAD CM. 18508 -- — 3/16" AbIN ALUMINUM 6063-T5 050' THICK 2 3/ 6" I EXTERIOR INTERIOR I 1 I 2 3/16" 5/8' JITE ri•' SE LANI it sFrTING 1 FIN FRAME JAMB BLOCK, - CM- ia5i6_— GLAZING DETAIL B ALUMINUM 6063- T5.050" THICK MI WINDOWS AND DOORS 650 WEST MARKFT STRFFT GRATZ, PA 17030--0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON —IMPACT COMPONENTS N. G, 1 08-02546 Y'AIF NTS w F 12/ 09/14 sl`11 14 OF 14 SIGNED: 0711212016 Florida Building Code Online Page 2 of 3 of Prod FL # Model, Number or Name Description 15351.1 HS 188 Fin and Flange Frame 73x62 Insulated Glass Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +55/-55 Other: LC-PG55. Glass must comply with ASTM E1300-04 Certification Agency Certificate FL15351 R4 C CAC APC 97429.01-109-47 Fin and 97435 01-109-47 Flanoe.pdf Quality Assurance Contract Expiration Date 02/16/2019 Installation Instructions FL15351 R4 II 188 HS FIN 73x62 DP55 As Tested 97429.01.odf FL15351 R4 II 188HS Flanoe Non -Impact Fastener Schedule 08-01023B.pdf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL15351 R4 AE 5115885.odf Created by Independent Third Party: Yes 15351.2 HS 188 Fin and Flange Frame XOX 120x62 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15351 R4 C CAC APC 99775.01-109-47 Fin and 99780.01-109-47 Flanae.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +40/-55 04/15/2019 Other: HS-LC40 Installation Instructions FL15351 R4 II 188HS XOX Flange Non -Impact Fastener Schedule 08-01156B.pdf FL15351 R4 II Installation Instructions - 188 HS (XOX) As Tested 99775.0l.Ddf Verified By: Luis R Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL15351 R4 AE 511725B.pdf Created by Independent Third Party: Yes 115351.3 I HS 188 Fin Frame 173x62 Laminated Insulated Glass Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: HS-LC55. Missile Level D, Wind Zone 3. Glass consisted of 1/8" annealed outer lite, air space, 1/4" annealed laminated glass comprised of 2 sheets of 3/32" glass and 0.090" thick PVB by Solutia. Glass was bedded in Dow 995 silicone with a 5/8" glass bite. Certification Agency Certificate FL15351 R4 C CAC APC 97356.01-109-47-RO 97429.01- 109-47-RO.pdf Quality Assurance Contract Expiration Date 02/16/2019 Installation Instructions FL15351 R4 II Installation Instructions - 188 HS Impact FIN 73x62 Product 3.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 115351.4 1 HS 188 Fin Frame 173x62 Laminated Glass I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other: HS-LC50. Missile Level D, Wind Zone 3. Glass consisted of 2 sheets of 3/32" annealed with 0.090" PVB by Solutia. Glass was bedded in Dow 995 silicone with a 5/8" glass bite. 15351.5 I HS 188 Flange Frame Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +45/-45 Other: HS-LC45. Missile Level D, Wind Zone 3 Certification Agency Certificate FL15351 R4 C CAC APC 97356.01-109-47-RO 97432.01- 109-47-RO Prod 14.odf Quality Assurance Contract Expiration Date 02/16/2019 Installation Instructions FL15351 R4 II Installation Instructions - 186 HS Impact FIN 73x62 Product 4.1)df Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 73x62 Laminated Glass Certification Agency Certificate FL15351 R4 C CAC APC 97354.01-109-47-RO 97433.01- 109-47-RO.Ddf Quality Assurance Contract Expiration Date 01/05/2019 Installation Instructions FL15351 R4 II Installation Instructions 08-01161B.Ddf Verified By: Luis R. Lomas, PE PE-62514 Created by Independent Third Party: Yes Evaluation Reports http://www.flondabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWIau... 9/7/2017 Florida Building Code Online Page 1 of 3 y %-.' }.,:} r kj .,,.1, -. r i y ,-r '.%•; ~ Vie,,, s ' rx i .d• '1 C r.••, • 12r}riSi.s''r tcilr+r,t7 BCIS Home I Log In User Registration Hot Topics j Submit Surcharge Stats 6 Facts i Publications FBC Stag BCIS Site Map Links Search db'11 Product Approval USER: Public User 0 r Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail FL # FL15349-R8 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email 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 f- MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Fixed Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE V Validation Checklist - Hardcopy Received Standard AAMA 506 AAMA/WDMA/CSA 101/I.S. 2/A440 Method 1 Option A 11/18/2016 11/18/2016 12/01/2016 Year 2008 2008 http://www.floridabuilding.ora/pr/pr app dtl.aspx?param=wGEVXQwtDgtH8 5 72gvd WIan... 9/7/2017 Florida Building Code Online Page 2 of 3 2 Summary of Products FL # Model, Number or Name Description 15349.1 185 PW 73 x 72 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 R8 C CAC APC 12786.odf Approved for use outside HVHZ: Yes FL15349 R8 C CAC APC 12787.1)df Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +60/-60 04/03/2018 Other: CW-PG60 Installation Instructions FL15349 R8 II 08-02357B.odF Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15349 R8 AE 513124B.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 FL15349 R8 C CAC APC 15350.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/24/2021 Design Pressure: +55/-55 Installation Instructions Other: R-PG55 FL15349 R8 II 08-02949.odf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes ' Evaluation Reports FL15349 R8 AE 513763.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 R8 C CAC APC 15454.1)df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/25/2021 Design Pressure: +55/-55 Installation Instructions Other: FW-LC55, Missile Level D, Wind Zone 3. Glass FL15349 R8 II 08-02948.1)df consisted of 5/32" tempered exterior - spacer - 5/32" Verified By: Luis R. Lomas, PE 62514 annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass Created by Independent Third Party: Yes was bedded in Pecora 896 silicone with 5/8" glass bite. Evaluation Reports FL15349 R8 AE 513782.1)df Created by Independent Third Party: Yes 15349.4 185 PW Impact 159 x 54 Triple CHS Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 R8 C CAC APC 8272.odf Approved for use outside HVHZ: Yes FL15349 R8 C CAC APC 8273.odf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +55/-55 01/24/2021 Other: FW-R55, Missile Level D, Wind Zone 3. Glass Installation Instructions consisted of 1/8" annealed exterior - spacer - 3/32" FL15349 R8 II 08-01614B.odf annealed / 0.090 Solutia PVB / 3/32" annealed. Glass was Verified By: Luis Roberto Lomas 62514 bedded in Pecora 896 silicone with 5/8" glass bite. Created by Independent Third Party: Yes Evaluation Reports FL15349 R8 AE 5122786.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 FL15349 R8 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 FL15349 R8 II 08-01613B.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 R8 AE 512277B.pdf Created by Independent Third Party: Yes 115349.6 1 165 PW Impact 173 x 61 Insulated Laminated Glass Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: FW-LC55, Missile Level D, Wind Zone 3. Glass Certification Agency Certificate FL15349 R8 C CAC APC 12136.odf Quality Assurance Contract Expiration Date 10/28/2017 Installation Instructions FL15349 R8 II 08-02947.odf http://www.fl oridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvd)Vlan... 9/7/2017 Florida Building Code Online Page 3 of 3 consisted of 1/8" annealed exterior - spacer - 1/8" Verified By: Luis Roberto Lomas 62514 annealed / 0.090 PVB / 1/8" annealed. Glass was bedded in Created by Independent Third Party: Yes Pecora 896 silicone with 5/8" glass bite. Evaluation Reports FL15349 R8 AE 513781.1)df Created by Independent Third Party: Yes Back Next Contact Us :• 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone, 850-487-1824 The State of Flonda is an AA/EEO employer. Coovnaht 2007-2013 STate of Flonda.: 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 mail to this entity Instead, contact the office by phone or by traditional mail If you have any questions, please contact 850 487.1395 "Pursuant to Section 455.275(1), Flonda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F S., please click here Product Approval Accepts: M am ® E9 Credit Cdfd: Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH85 72gvd)M an... 9/7/2017 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED 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. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM 1S REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. REVISIONS DESCRIPDON 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 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM 20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS, CHARTS AND GLAZING DETAILS 4 — 12 INSTALLATION DETAILS SIGNED: 1111512016 MI WIND DOORS, LLC oWw. MARKETSGRATZ, J\S119IILO PA 17030 r••GENS 9cf' 0, 6 k= SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT jI NOTES S7ATE OF ; ` O i'tc (OR10:•\\ DRAWN: DWG NO REV J.L. 08-02357 8 7ss/o.. i F,G\\ 0 LUIS R. Lomas P.E. FL No.: 62514 SCALE NTS °ATE 09/03/14 SHOT 1 OF 12 L ROBERTOLOMASPE. 1432 WOODFORD RD LEWISVILLE, NO 27023 434-688-0609 rl/o—C&O mespe com 6" MAX —r— 72 1/2" MAX FRAME WIDTH — 18" MAX O.C. —I 6" MAX L j18" MAX O.C. 71 1/2" MAX FRAME HEIGHT REFER TO CHARTS SERIES 185 ALUMINUM FIXED WINDOW 1 do #2 EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED 72 1/2" MAX FRAME WIDTH 1 6" MAX — [ 18" MAX Q C. I 6" MAX 6" 71 1/2" 18" MAX MAX- 7 - O—.C. FRAME IHEIGHT j 00 REFER TO CHARTS J SERIES 185 ALUMINUM FIXED DESIGNER WINDOW 1 & #2 EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED DESIGN PRESSURE RATING IMPACT RATING 60.OPSF NONE NOTES: 1. MAXIMUM D L O. • 69 314"X 68 314" REVISIONS REV DESCRIPTION OATS APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 R.L. CHARTFI Number of anchors required (withouf rigid fillers) Frame Frame width (in) Fkight 2400 3000 36.00 4200 46.00 9400 60.00 66.00 7250 Itn) Nd5 amb Hd5 amb Nd5 amb Nd5 amb Hd5 arnb Hd5 amb Hd5 amb Nd5 Jamb HAS arnD 2400 2 2 2 2 3 2 J 2 3 2 4 2 4 2 4 2 5 2 3000 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 36.00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 5 3 5 3 4200 2 3 2 3 3 3 3 3 3 3 4 3 5 3 5 3 6 3 46.00 2 3 2 3 3 3 3 3 3 3 4 3 5 3 6 3 6 3 5400 2 4 2 4 3 4 3 4 3 4 4 4 5 4 5 4 7 4 60.00 2 4 2 1 3 4 3 5 3 5 4 5 5 5 6 5 7 5 66.00 2 4 2 4 3 5 J 5 3 6 4 6 5 11 6 6 7 6 71.50 2 5 2 5 3 5 3 1 6 1 J 1 8 1 4 7 5 7 1 6 7 7 7 CHART N2 Number of anchors required (with rigid fillers) Frame Frame width (in) F.Ight 24.00 30.00 36.00 4200. 48.00 U 00 1 60.00 66.00 72.50 In) HAS Jamb HAS Jamb His Jamb HAS Jamb HAS Jamb HAS Jambi HAS Pamb Hd5 Jamb HAS amb 24.00 2 2 2 2 3 2 3 2 3 2 4 2 1 4 1 2 4 2 1 5 1 2 3000 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 36.00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3 42.00 1 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 J 5 3 4800 2 3 2 3 3 J 3 3 3 3 4 3 4 3 4 3 5 3 4 00 2 1 2 4 3 4 3 4 3 4 4 4 4 4 4 4 5 4 60 00 2 1 2 4 3 4 3 4 3 4 4 4 4 4 4 4 5 4 66.00 2 1 2 4 3 4 31 1 1 J 1 4 4 4 4 4 4 4 5 4 71.50 2 5 2 5 1 J 1 5 1 J 1 5 1 J 1 5 1 4 5 4 5 1 4 5 5 5 SEE SHEETS 4-7 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 FLANGE do FINLESS ELEVATION do CHARTS J.L. 1 08-02357 5C'4E NTS " 09/03/ 14 1 6H- 2 OF 12 L ROBERTO LOMAS P E 1432 WOODFORD RD LE WISVILLE, NO 27023 434- 666-0609 r/lomas@lrlomaspe com SIGNED: 1111512016 r •\ GENS;giP 61 :• AtT r O F 0NA ifu\aG\`\ Luis R. Lomas P.E. FL No.: 62514 71 FI HI 6" MAX — 72 1/2" MAX FRAME WIDTH — Ir18" MAX O.C. E— 18" j MAX O.C. 1/2" TAX AME IGHT 6" MAX REFER TO CHART #3 SERIES 185 ALUMINUM FIXED WINDOW FOR NUMBER OF EXTERIOR VIEW ANCHORS REQUIRED 72 1/2" MAX FRAME WIDTH 6" MAX — 18" MAX O.C. — I 6" MAX 18" MAX O.C. 71 1/2" MAX FRAME HEIGHT REFER TO CHART #3 -- FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW ANCHORS REQUIRED EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t60.OPSF NONE NOTES 1. MAXIMUM D L O ' 69 3/4' X 68 3/4" REVISIONS DESCRIPTION DATE APPROVED REVISED INSTALLATION DETAILS 06/01/15 R.L. REVISED NAME AND ADDRESS 10/27/16 R.L. CHART#3 Number o/anchors required (fin insfellafion Frame Frame width (In) Height 24.00 30.00 36.00 42.00 48.00 5400 60.00 6600 72.50 I'M HLS amb HLS amb H6S amb H6S amb HLS Jamb HAS amb HAS Jamb HAS amb HAS Jamb 2400 3 1 3 1 3 3 3 3 4 3 4 3 4 3 5 3 5 3 6 3 30.00 3 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 6 3 3600 3 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 6 3 42.00 3 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4 6 4 4800 3E43 4 3 4 4 4 4 4 4 4 5 411 4654.00 3 4 3 4 4 4 4 4 4 4 5 4 660.00 3 5 3 5 4 5 4 5 4 5 5666003535454545556715036364546465686 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: DWG NO J.L. 08-02357 SCALE NTS DATE 09/03/14 1 SHEET OF 12 L ROBERTO LOMAS PE 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688.0609 rllomaso)womaspa mm SIGNED: 1111512016 1R I( L/0 GENsd`gU' iy0,.6Z61* TTAtT rE OF i0•. MID ONA Iy a\ Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN EDGE DISTANCE 1 1/4" MIN F EMBEDMENT 1/4" MAX BACKER ROD SHIM SPACE APPROVED SEALANT 10 WOOD SCREW EXTERIOR INTERIOR 10 WOOD SCREW RIGID FILLER BACKER ROD APPROVED 1/4" MAX. SEALANT SHIM SPACE WOOD FRAMING 1 1/4" MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN 1/4" MAX. EMBEDMENT SHIM SPACE T 1/2" MIN. AEDGEDISTANCE INTERIORI 10 WOOD -- SCREW WOOD FRAMING EXTERIOR OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION REVISIONS 3/4" MIN REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. METAL EDGE DISTANCE B REVISED NAME AND ADDRESS 1./27/16 R.L STRUCTURE BY OTHERS 1/4' MAX SHIM SPACE BACKER ROD APPROVED SEALANT J10 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 I 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 F7 ] 3/4" MIN. EDGE DISTANCE INTERIOR 10 SMS OR J 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 WITHOUT FILLERS DRAWN DWG NO I REV J. L. 08-02357 B SCALE NTS IDATE 09/03/14 1SNEEr4 OF 12 L ROBERTO LOMAS PE 1432 WOODFORD RD LEWISVILLE, NG 27023 434- 666-0609 rllomas@Irlomaspe wm SIGNED: 1111512016 0, y 7 ii JGEN6 •'9d' OT ATE iss/ ONA;IE G\ Luis R. Lomas P.E. FL No.: 62514 REVISIONS ' REV DESCRIPTION DATE APPROVED 2 1/2" MIN, A REVISED INSTALLATION DETAILS 06/01/15 RL. EDGE DISTANCE B REVISED NAME AND ADDRESS 10/27/16 R L CONCRETE/MASONRY BY OTHERS 1 1/4" MIN OPTIONAL 1 X BUCK 1 1/4" MIN EMBEDMENT SEE NOTES 3 — 7 EMBEDMENT SHEET 1 v CONCRETE/MASONRY BACKER ROD 1/4" MAX BY OTHERS 1/4" MAX. do APPROVED SHIM SPACE SHIM SPACE SEALANT OPTIONAL 1X BUCK v SEE NOTES 3 — 7 SHEET 1 3/16" TAPCON b EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/16" TAPCON BACKER ROD do APPROVED SEALANT 1/4" MAX 2 1/2" OPTIONAL iX BUCK SHIM SPACE MIN. SEE NOTE 3 — 7 EDGE v SHEET 1 DISTANCE EXTERIOR CONCRETE/MASONRY L BACKER ROD BY OTHERS e 1 1/4" MIN. do APPROVED EMBEDMENT SEALANT JAMB INSTALLATION DETAIL e a • CONCRETEIMASONRYINSTALLATION 2 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION SIGNED: 1111512016 MI WINDOWSAND DOORS, LLC R 04flIl650W. MAET ST.\\\\\S KGRATZ, PA L 9 1% 17030v •.\GENSF NOTES: SERIES 185 ALUMINUM FIXED WINDOW 1k• 0 51 * 1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 73" X 72" NON —IMPACT k(ry 3j NOTSHOWNFORCLARITYFINLESSINSTALLATIONDETAILSWITHUTFILLERSO; STA7E OF \ 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 DRAWN DWG No REV C Q R10'; • " O8 SOEE3S7 B i 7SS/0NA 11 r1Gv SCALE DATE NTS09/03/14 5 OF 12 L ROBERTO LOMAS PE Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE, NC27023 FL No.: 62514 434-666-0609 rllomas@Irlomaspe cram 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 TEDGE DISTANCE 1 1/4" MIN. EMBEDMENT 1/4" MAX SHIM SPACE RIGID FILLER 10 WOOD SCREW METAL STRUCTURE BY OTHERS BACKER ROD APPROVED SEALANT EXTERIOR 10 WOOD SCREW RIGID FILLER BACKER ROD — 1/4" MAX. APPROVED SHIM SPACE SEALANT METAL MIN STRUCTURE EMBEDMENT BY OTHERS I 1/2" MIN r EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE RIGID FILLER 1/2" MIN. EDGE DISTANCE INTERIOR po WOOD SCREW WOOD FRAMING EXTERIOR OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 3/4" MIN EDGE DISTANCE 1 /4" MAX. fl r SHIM SPACE RIGID FILLER 10 SMS OR SELF DRILLING SCREW INTERIOR 10 SMS OR SELF DRILLING SCREW RIGID FILLER 1/4" MAX SHIM SPACE 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" MAX I SHIM SPACE RIGID FILLER MIN. 3EEDGE DISTANCED INTERIOR 10 SMS OR SELF DRILLING SCREWS EXTERIOR METAL STRUCTURE BACKER ROD BY OTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION REVISIONS REV DESCRIPTION DATE I APPROVED A REVISED INSTALLATION DETAILS 05/01/15 R L B REVISED NAME AND ADDRESS 10/27/16 R L NOTES 1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITHASTM E2112 SIGNED: 1111512016 DOORS, LLCMIWIN650W. MARK ET GRATZ, PA 17030\v••GENSF ST.\\`J\S 9J, SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON 9AT E'40FFINLESSINSTALLATIONDETAILSSIMPACTWITHRICIDFILLERS1 $$ DRAWN.DWG 10 08 REV B S'G\ SCALE NTS DATE 09/03/14 SHEET 67 OF 12 L ROBERTO LOMAS PE 1432 WOODFORD RD LEWISVILLE, NC 27023 LUIS R. Lomas P.E. FL No.: 62514434-688-0609 rlbmas@Irbmaspe cram CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 BACKER ROD APPROVED SEALANT EXTERIOR BACKER ROD APPROVED SEALANT OPTIONAL 1X BUCK SEE NOTE 3 - 7 SHEET 1 CONCRETE/MASONRY BY OTHERS 2 1/2" MIN. EDGE DISTANCE d - - d a 1 1/4" MIN. e EMBEDMENT 1/4" MAX. SHIM SPACE RIGID FILLER 3/16" TAPCON INTERIOR 3/16" TAPCON RIGID FILLER 1/4" MAX rSHIM SPACE a e 1 1/4" MIN. EMBEDMENT e d . a 2 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION REVISIONS REV DESCRIPTION DATE I APPROVED A REVISED INSTALLATION DETAILS 05/01/15 RL. B REVISED NAME AND ADDRESS 10/27/16 R L 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS _ 1/4" MAX. SHIM SPACE OPTIONAL 1X BUCK •° SEE NOTES 3 - 7 SHEET 1 RIGID FILLER 3/16" TAPCON INTERIOR 2 1/2" MIN. EDGE DISTANCE EXTERIOR BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION SIGNED: 1111512016 DOORS, LLCMIWINDOWW IL1lllMADKET GRATZ, PA 17030 511R 0 /i GENS qJ+ NOTES. v SERIES 185 ALUMINUM FIXED WINDOW*' 1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 0 61 NOT SHOWN FOR CLARITY. 73" X 72" NON -IMPACT 2 PERIMETER AND OINTSEALANTBYOTHERSTOBE FINLESS INSTALLATION DETAILS WITH RIGID FILLERS r E00 .. TAT O F DESIGNED IN ACCORDANCE WITH ASTM E2112 DRAWN DWG NO REV 08 B SCALE NTS DATE 09/03/14 SHEET OF 12 10111111?\\\` L ROBERTO LOMAS PE LDIS R. LOTOS P.E. 1432 WOODFORD RO LEWISVILL E, NC 27023 434-668-0609 dlp asldllrlomaspe Gram FL NO.: 62$14 1 /2" MIN rEDGE DISTANCE WOOD FRAMING 1 1/4" MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/4" MAX BACKER ROD & SHIM SPACE APPROVED SEALANT BEHIND FLANGE 010 WOOD SCREW EXTERIOR INTERIOR 10 WOOD SCREW RIGID FILLER BACKER ROD & APPROVED SEALANT 1/4" MAX. BEHIND FLANGE f MINSHIM SPACE WOOD FRAMING 1 1/4" MIN OR 2X BUCK EMBEDMENT BY OTHERS 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE EXTERIOR BACKER ROD & APPROVED SEALANT BEHIND FLANGE I' 3/ 4 MIN 1/4" MAX. SHIM SPACE 10 SMS OR ELF DRILLING REW INTERIOR 10 SMS OR SELF DRILLING SCREW RIGID FILLER r 1/4" MAX. 1 SHIM SPACE STRUCTURE \ BY OTHERS 3/4" MIN EDGE DISTANCE T VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION RE`aSIONS REV DESCRIPTION DATE 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 WITH ASTM E2112 1/4" MAX. 1 1/4" MIN. 1/4" MAX. SHIM SPACE EMBEDMENT SHIM SPACE 1/2" MIN 3/4" MIN. INTERIOR EDGE DISTANC EDGE DISTANCE SIGNED: 1111512016 INTERIOR MI WINDOWS AND DOORS, LLC 11111111I 650 W. MARKET ST. J S f;' LO1 i/" N10 WOOD N10 SMS OR GRATZ. PA 17030 v,•*\C+ENS*'gcP SCREW SELF DRILLING SERIES 185 ALUMINUM FIXED WINDOW 0 6126 SCREWS 73" X 72" NON —IMPACT WOOD FRAMING EXTERIOR METAL EXTERIOR FLANGE INSTALLATION DETAILS WITHOUT FILLERS 0 ; STATE OF OR 2X BUCK BY OTHERS BACKER ROD & STRUCTURE BY OTHERS BACKER ROD & DRAWN DWG NO REV J•L. 08-02357 B 0 i'c ZORIDt \' ijFs+'. , , , ii`S ONAL 6\ APPROVED SEALANT APPROVED SEALANT III11111111\ BEHIND FLANGE BEHIND FLANGE SCALE NTS DAZE 09/03/14 SHEET OF 12 JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL L ROBERTO LOMAS PE Luis R. Lomas P.E. WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION 1432 WOODFORD RD LEWISVILLE, NC 27023 FL No.: 62514434-688-0609 Abmas@lrlomaspe com REVISIONS ' 2 1/2" MIN REV A DESCRIPTION REVISED INSTALLATION DETAILS DATE 06/01/15 APPROVED RL. EDGE DISTANCE B REVISED NAME AND ADDRESS 10/27/16 RL CONCRETE/MASONRY BY OTHERS 1 1/4" MIN 1 1/4" MIN EMBEDMENT OPTIONAL 1X BUCK EMBEDMENT SEE NOTES 3 — 7 SHEET 1 a CONCRETE/MASONRY BACKER ROD & J 1/4" MAX BY OTHERS 1/4" MAX. APPROVED SEALANT SHIM SPACE SHIM SPACE BEHIND FLANGE OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 3/16" TAPCON v EXTERIOR INTERIOR 3/16" TAPCON v INTERIOR 16" TAPCON I BACKER ROD & A44 APPROVED SEALANT BEHIND FLANGE OPTIONAL 1X BUCK1/4" MAX 2 1/2" SEE NOTE 3 — 7SHIM SPACE MIN. a SHEET 1 EDGE DISTANCE EXTERIOR CONCRETE/MASONRY 1 BACKER ROD & BY OTHERS 1 1/4" MIN. LAN? EMBEDMENT BEHINDAPPROEDFLANGE JAMB INSTALLATION DETAIL CONCRETE/MASONRYINSTALLATION 2 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION NOTES 1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 1111512016 DOORS, LLCMIWINDsoWw. 1RMnDK LlO41ST.\\\J\5GRATZ, PA 17030 v,•VGENS 9ST tk• 0 6 * SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FLANGE INSTALLATION DETAILS WITHOUT FILLERS TAT OF ,& DRAWN DWG NO REV J.L. 08-02357 B ii s/ONAt 0\\\ 7j111lIII111 1\ Luis R. Lomas P.E. SCALE NTS IDATE 09/03/14 1SHEET OF 12 L ROBERTO LOMAS PE 1432 WOODFORD RD LEWISVILLE, NC 27023 434 686 0609 dlomasvirlomaspe tom FL No.: 62514 r 1 /2" MIN. EDGE DISTANCE WOOD FRAMING 1 1/4" MIN OR 2X BUCK EMBEDMENT BY OTHERS 1/4" MAX BACKER ROD & SHIM SPACE APPROVED SEALANT BEHIND FLANGE RIGID FILLER 10 WOOD SCREW METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1/4" MAX SHIM SPACE GID FILLER 10 SMS OR LF DRILLING REW EXTERIOR EXTERIOR INTERIOR INTERIOR 10 SMS OR 10 WOOD SCREW SELF DRILLING SCREW BACKER ROD & RIGID FILLER BACKER ROD & RIGID FILLER APPROVED SEALANT Al 1/4" MAX. APPROVED SEALANT BEHIND FLANGE SHIM SPACE BEHIND FLANGE 1/4" MAX I SHIM SPACEW WOOD FRAMING OR 2X BUCK 1 1/4" MIN METAL STRUCTURE I EMBEDMENT BY OTHERSBYOTHERS 3/4" MIN 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 SHIM SPACE 1 f RIGID FILLER 1E MIN EDGE DISTANC INTERIORI 10 WOOD SCREW WOOD FRAMING OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX SHIM SPACE RIGID FILLER 3/4" MIN / INTERIOR EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BACKER ROD & BY OTHERS APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION REVISIONS REV DESCRIPTION DATE I PPROVED A REVISED INSTALLATION DETAILS 06/01/15 R L. B REVISED NAME AND ADDRESS 10/27/16 R L NOTES: 1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 1111512016 DOORS, LLCMIWINDOWW a L0'ffMADK GRATZ. J5 CEN, PA 17030 F SERIES 185 ALUMINUM FIXED WINDOW*• Oyfi 61 *= 73" X 72" NON —IMPACT r(\ FLANGE INSTALLATION DETAILS WITH RIGID FILLERS STATE OF ;-, Q ID" • \\ DRAWN DWG NO REV Nam" R• J.L. 08-02357 B SCALE NTS DATE 09/03/ 14 1SHEET 10 OF 12 L. ROBERTO LOMAS P E 1432 WOODFORD RD LEWISVILLE, NC 27023 LU15 R. Lomas P.E. FL NO.: 62514434-666-0609 rllomas@6lomespe oom CONCRETE/MASONRY BY OTHERS OPTIONAL IX BUCK SEE NOTES 3 - 7 SHEET 1 BACKER ROD & APPROVED SEALANT BEHIND FLANGE EXTERIOR BACKER ROD & APPROVED SEALANT BEHIND FLANGE OPTIONAL IX BUCK SEE NOTE 3 - 7 SHEET 1 CONCRETE/MASONRY BY OTHERS 2 1/2" MIN EDGE DISTANCE r/4" MAX. SHIM SPACE RIGID FILLER 1 3/16" TAPCON INTERIOR 3/16" TAPCON RIGID FILLER 1/4" MAXjw/ r SHIM SPACE REVISIONS ' REV DESCRIPTION DATE I APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R L B REVISED NAME AND ADDRESS 10/27/16 R L 1 1/4" MIN. 1 1/4" MIN EMBEDMENT EMBEDMENT 9 CONCRETE/MASONRY BY OTHERS _ 1/4" MAX. o SHIM SPACE OPTIONAL 1 X BUCK SEE NOTES 3 - 7 SHEET 1 RIGID FILLER e 3/16" TAPCON INTERIOR 1 1/4" MIN a EMBEDMENT e 2 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEAMASONRY INSTALLATION 2 1/2" b;f MIN EDGE c DISTANCE EXTERIOR V BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION SIGNED: 1111512016 MI WINDOWS DOORS, LLCMTESI 1R IILIDNO AND EXTERIOR FINISHES, BY OTHERS, OW. MADK S NOT SHOWNFOR CLARITY GRATZ, PA 17030 v, •\G E N S'c giP SERIES 185 ALUMINUM FIXED WINDOW*• 2. PERIMETER AND JOINT SEALANT BYOTHERS TOBE OyS}61 * DESIGNED INACCORDANCEWITHASTME2112 73" X 72 NON -IMPACT a FLANGE INSTALLATION DETAILS WITH RIGID FILLERS 0 , TAT OF W O• L r •\\ DRAWNDWGNOREVp - OR10.`•G\\ 08 B 502357GALEDATENTS09/03/14 11 OF 12 L ROBERTO LOMAS PE 1132 WOODFORD RD LEWISVILLE, NC 27023 LUIS R. LOTOS P.E. FL No.: 62514 434-688-0609 tll=aS@A10maspe Mm REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R L APPROVED B REVISED NAME AND ADDRESS 10/27/16 RL SEALANT BEHIND FIN 1 1/4" MIN EMBEDMENT N6 WOOD WOOD SCREW FRAMING BY OTHERS 1/4" MAX. SHIM SPACE WOOD FRAMING ,I 1/4" MAX T 3/8" MIN J BY OTHERS SHIM SPACE EDGE DISTANCE 6 WOOD INTERIOR SCREW INTERIOR EXTERIOR 1/4" MAX SHIM SPACE 3/8" MIN 1/IIHilldlp EDGE DISTANCE 6 WOOD WOOD SCREW I FRAMING APPROVED IF^— 1 1/4" MIN BY OTHERS SEALANT EMBEDMENT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN EMBEDMENT V V APPROVED SEALANT 41 ii BEHIND FIN EXTERIOR 3/8" MIN _ EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION NOTES 1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED 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 FIN INSTALLATION DETAILS DRAWN DWG NO J.L. 1 08-02357 SCALE NTS IDATE 09/03/14 1SHEET 12 OF 12 L ROBERTO LOMAS P E 1432 WOODFORD RD LEWISVILLE, NG 27023 434-686-0609 Alomas@Irlomaspe wm SIGNED: 1111512016 0 E N'T 9J, 0,.61261 • it TTA((T1144E 0 F ; w` Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online Page 1 of 3 witMIMI S f C F S \ l, y t.1T li ..- _ `.K• i t LiO W MYi CiYii3 a Cii BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts i Publications I FBC Staff BCIS Site Map 1 Links Search ba 0-3-R.-It Product ApprovalIUSER, Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL15353-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived C 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 Mullions Compliance Method Evaluation Report from a Florida Registered, Architect or a Licensed Florida Professional Engineer SZ. 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 & Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL15353 R2 COI FLCOI odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1710.5.3 Product Approval Method Method 2 Option B http://www.floridabuilding.oro,/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdW1 S... 9/7/2017 Florida Building Code Online Page 2 of 3 Date Submitted 06/15/2015 Date Validated 06/15/2015 Date Pending FBC Approval 06/21/2015 Date Approved 08/19/2015 Summary of Products FL # Model, Number or Name Description 15353.1 5764 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01448A.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: 52-1/8" x 84". Max mullion FL15353 R2 AE 512072A.odf span: 52-1/8". Created by Independent Third Party: Yes 15353.2 5764 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01439A.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 R2 AE 512063A.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 R2 II 08-01449A.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 R2 AE 512073A.odf span: 104-1/4" Created by Independent Third Party: Yes 15353.4 5765 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01440A.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 R2 AE 512064A.Ddf 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 FL15353 R2 11 08-01442A.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 R2 AE 512066A.Ddf length - 83". Created by Independent Third Party: Yes 15353.6 CM-18520 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 11 08-01451A.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 R2 AE 512075A.odf span - 104-1/4" 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 R2 II 08-01452A.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 R2 AE 512076A.Ddf span - 104-1/4". Created by Independent Third Party: Yes 15353.8 CM-16531 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 11 08-01443A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 http : //www. fl on dabui l ding . o rg/pr/pr_app_dtl . aspx?p aram=wGE V X QwtD qtH 8 5 72 qv d W I S ... 9/ 7/2 017 Florida Building Code Online Page 3 of) 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 R2 AE 512067A.Ddf span - 83" Created by Independent Third Party: Yes 15353.9 CM-18532 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 11 08-01453A.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 - 52-1/8" x 84". Max mullion FL15353 R2 AE 512077A.Ddf span - 104-1/4" Created by Independent Third Party: Yes 15353.10 CM-18533 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 11 08-01444A.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: 52-1/8" x 84". Max mullion FL15353 R2 AE 512068A.Ddf 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 FL15353 R2 II 08-01454A.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: 52-1/8" x 84". Max mullion FL15353 R2 AE 512078A.Ddf span: 104-1/4". Created by Independent Third Party: Yes Back Next Contact Us : 2601 Blair Stone Road, Tallahassee FL 32399 Phone 850-487-1824 The State of Florida is an AAIEEO 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-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 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: 1 Cm&4 Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWI S... 9/7/2017 NOTES. 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULLION WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY 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 AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. DESIGN PRESSURE TABLE INSTRUCTIONS 1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE CHAPTER 16. 2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH. 3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH AT THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP 2 MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1 TRIBUTARY WIDTH = W1 + W2 2 REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/10/15 1 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" TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 4 3) ALL FASTENERS TO BE CORROSION RESISTANT 4) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0 42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. C MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). 5) TO ATTACH MULLION TO CLIP USE (4) #10 x 1 1/4" SELF DRILLING SCREWS PER CLIP SCREWS MUST BE FIELD INSTALLED HOLES FOR SCREWS ARE NOT PRE -DRILLED BY MANUFACTURER. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 CONFIGURATIONS AND DP CHART 3 INSTALLATION DETAILS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN GENERAL NOTES DRAWN DWI; 110, V.L. 08-01439 SCALE NTS I DATE 01 /1 1 /12 sNEET 1 OF 3 SIGNED: 0611112015 R11 lL o4, i TAT 6EOF OT• REv %E`S.ORI PG`\ A i/;/S1 NAj1 a\ 107 3/8" WIDTHTOMBINEDW1-II--W2- 3" 8 FRAME HEIGHT WINDOW WINDOW MULLION SPAN) J J 107 3/8" WIDTHCOMBINED W1 FRAME WINDOW HEIGHT WINDOW MULLION SPAN) 107 3/8" COMBINED WIDTHF_ W1 W2 83" WINDOW FRAME HEIGHT WINDO WINDOVV MULLION SPA Ih-- W1 W2 - 107 3/8" COMBINED WIDTH Design pressure rating (nsf) Mullion span (in) Tributary width (In) 18.13 25.50 36.00 42.00 48.00 52.13 25.00 13-0 130 0 130 0 130 0 1300 1300 37.38 1300 1300 127.2 1270 1270 1270 49.63 1207 943 779 738 721 720 62.00 71.0 522 397 359 334 32.3 65.63 596 437 330 296 274 263 727 44.9 32.7 24 4 21.8 199 190 84.00 28 1 20 3 150 13 2 71.9 11.3 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 W1 - r W2 - FRAME WINDOW HEIGHT kNMULLION SPAN) 107 3/B" COMBINED WIDTHF_ W2 83" J WINDOW FRAME HEIGHT WINDOW WINDOW MULLION SPA IF- W1L-- COMBINED W2 107 3/8" WIDTH REVISIONS REV I DESCRIPTION DATE I APPROVED A I REVISED INSTALLATION DETAILS 1 06/10/15 1 R L 107 3/8" COMBINED WIDTHF_ W2 I 83 f f WINDOW J FRAME HEIGHT WINDOW WINDOW MULLION d SPA L7W1IF--- W2/- 107 3/8" COMBINED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107318"AS SHOWN HEREIN. Design pressure rating (pst) with rebar oDtion Mullion span (In) Tributary 16.13 125.50 width (in) 36.00 42.00 148.00 52.13 25.00 1300 1300 1300 130.0 1300 1300 37.38 1300 1300 127.2 127.0 127.0 1270 49.63 1207 943 779 738 72.1 72.0 62.00 92.4 700 533 481 44.8 434 65.63 800 586 442 397 36.7 353 72.00 603 439 328 292 267 255 64. 00 377 273 201 177 160 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 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN APPROVED CONFIGURATIONS AND RATING CHARTS DRAWN: DWG NO. I REV V.L. 08-01439 A SCALE NTS I DATE 01 / 1 1 / 12 1 SHEET 2 OF 3 SIGNED: 0611112015 a i% E N 3. 5TTAATTE OF ; ,t 0NM- 2 1/2" MIN EDGE DISTANCE MASONRY/CONCRETE BY OTHERS 1 1/4.. MIN. EMBEDMENT II I II I 11I V U 1/4" TAPCON L SECT5796 0 843" CLIP OPTIONAL REBAR U J SECT 5764 MULLION MT000022 CLIP 10 WOOD SCREW I I iI I 4 I I 1 3/8" MIN. EMBEDMENT WOOD FRAMING/I 1/2" MIN. 2X BUCK EDGE BY OTHERS DISTANCE VERTICAL CROSS SECTION MASONRY/CONCRETE AND WOOD FRAMING INSTALLATION NOTE- CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE. F 3.261' I 1.375' MT000022 CLIP 16GA (063) GALVANIZED STEEL 2.140" —I 1125" SECT5764 MULLION ALUMINUM 6005-T5 125" THICK I 1-- 0.688" 1.531 " RF-185-2 REBAR 16 GA (062) GALVANIZED STEEL REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/10/15 R L 3.750" 1.000" 0.375" 0 422" I 2 032" 2 875" 0" 0.84J 3" a 000" SECT5796 CLIP 2X 00 210" I FOR CONCRETE INSTALLATION ALUMINUM 6063-T5 125" THICK 3.750" 2 189" — II 1.0 0" 0.375" 0.843" 2X 00 210" I 1.562" 1.5I62" aJ SECT5796 CLIP FOR WOOD FRAMING INSTALLATION ALUMINUM 6063-T5 125" THICK SIGNED: 0611112015 M650 IwDOWESTMARKETS D Ili3OSDOORSJ\St1R GRATZ, PA 17030-0370 v,•4\GENS iP ti *•/ 0j 5 - 5764 - VERTICAL MULLION 63" MULLION SPAN a+j(1'` INSTALLATION DETAILS AND COMPONENTS 1 , TAT OF i0S; A,Z0R%D'f: G\ DRAWN DWG NO REV OB A S/ONA110?\\\\ SCALE NTS IDATE 01/11/12 SHEET 390F 3 Florida Building Code Online Page 1 of 3 s - • i. a + r .,a - - r 4 riaiirMiitiYrT;liiriiYlR't1SJri S BCIS Home Log In j User Registration Hot Topic j Submit Surcharge Staa & Facts Publications ! FBC Staff i BCIS Site Map ! Lima Search da Product Approval USER. Public User Y!lCK:3eG t1Y.LTitls,r) Product Approval Menu > Product or Application Search > Application List > Appliotion Detail I FL # FL13223-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived u Product Manufacturer James Hardie Building Products, Inc. Address/Phone/Email 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@Jameshardie.com Authorized Signature Pingsheng Zhu pingsheng.zhu@jameshardie.com Technical Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909)349-2927 pingsheng.zhu@Jameshardie.com Quality Assurance Representative Pingsheng Zhu Address/Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@Jameshardie.com Category Panel Walls Subcategory Siding Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R, Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 01/01/2018 Validated By John Southard, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13223 R3 COI RIO - Certificate of Independence.PDF Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13223 R3 Eauiv ASTM C1186 Equivalency Sioned.odf http: //www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEV XQwtDgvRk6bsvZ66FC... 9/7/2017 Florida Building Code Online Page 2 of 3 I irk Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option D 08/17/2015 08/26/2015 09/07/2015 10/16/2015 08/09/2017 FL # Model, Number or Name 13223.1 Cempanel Siding Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: N/A Other: For use inside a HVHZ install in accordance with NOA 15-0122.04 Description fiber -cement panel siding Installation Instructions FL13223 R3 II ER RIO-2556-15 Panel metal-wood.Ddf FL13223 R3 II ER RIO-2578-15 Panel to Furrina.Ddf FL13223 R3 II Install Cempanel Sidina.Ddf FL13223 R3 II NOA 15-0122.04.1)df Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13223 R3 AE ER RIO-2556-15 Panel metal-wood.Ddf FL13223 R3 AE ER RIO-2578-15 Panel to Furrina.Ddf FL13223 R3 AE NOA 15-0122.04.Ddf 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 R3 11 ER RIO-2556-15 Panel metal-wood.Ddf FL13223 R3 II ER RIO-2578-15 Panel to Furrino.odfApprovedforuseoutsideHVHZ: Yes FL13223 R3 II Install HardiePanel Sidino.DdfImpactResistant: Yes Design Pressure: N/A FL13223 R3 II NOA 15-0122.04.1)df Other: For use inside a HVHZ install in accordance with Verified By: Intertek Testing Services NA Ltd. NOA 15-0122.04. Created by Independent Third Party: No Evaluation Reports FL13223 R3 AE ER RIO-2556-15 Panel metal-wood.odf FL13223 R3 AE ER RIO-2578-15 Panel to Furrina.Ddf FL13223 R3 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes 13223.3 Prevail Panel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 R3 II ER RIO-2556-15 Panel metal-wood.Ddf Approved for use outside HVHZ: Yes FL13223 R3 II ER RIO-2578-15 Panel to Furrina.Ddf Impact Resistant: N/A FL13223 R3 11 Install Prevail Panel Sidino.odf Design Pressure: N/A FL13223 R3 11 NOA 15-0122.04.0f Other: For use inside a HVHZ install in accordance with Verified By: Intertek Testing Services NA Ltd. NOA 15-0122.04. Created by Independent Third Party: No Evaluation Reports FL13223 R3 AE ER RIO-2556-15 Panel metal-wood.odf FL13223 R3 AE ER RIO-2578-15 Panel to Furrina.Ddf FL13223 R3 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes 6arh Nest Contact Us • • 2601 Blair Stone Road. Tallahassee FL 32399 Phone, 850-487-1824 The State of Flonda 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-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 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F 5 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: MM Ml http://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FC... 9/7/2017 Florida Building Code Online Page 3 of 3 Credit Card Safe http://www.floridabuildin(y.org/pr/pr app dtl.aspx?param=wGE VXQwtDgvRk6bsvZ66FC... 9/7/2017 PROJECT RIO-2556-15 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE® BRAND FIBER -CEMENT PANELS TO WOOD AND METAL FRAMED WALLS WITH VARIOUS FASTENERS JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS PAGE COVER PAGE 1 EVALUATION SUBJECT 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 3 TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING 3 TABLE 1B, SHEAR VALUES 3 DESIGN WIND LOAD PROCEDURES 4 TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 4 TABLE 3, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 5 TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 5 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 5 TABLE 6, ALLOWABLE WIND SPEED (MPH) FOR HARDIEPANEL SIDING 6-7 LIMITATIONS OF USE 7 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7-10, THE 2014 FLORIDA BUILDING CODE, AND THE 2012 INTERNATIONAL BUILDING CODE. PREPARED BY: RONALD I. OGAWA & ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com EVALUATION SUBJECT HardiePanel aO Siding James Hardie Product Trade Names covered in this evaluation: HardiePanel® Siding, CempanelO Siding, PrevalT Panel Siding EVALUATION SCOPE: ASCE 7-10 2014 Florida Building Code 2012 International Building Code® EVALUATION PURPOSE: This analysis is to determine the maximum design 3-second gust wind speed to be resisted by an assembly of HardiePanel (Cempanel, Prevail Panel) siding fastened to wood or metal framing with nals or screws REFERENCE REPORTS: 1, intertek Report 3067913 (ASTM C1186) Material properties HardiePanel Siding 2. Ramtech Laboratories Report IC-1270-94 (ASTM E330) Transverse Load Test. 5!16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fr wood studs spaced at 16 inches on center with a 6d common galvanized nail 3. Ramtech Laboratories Report IC-1271.94 (ASTM E330) Transverse Load Test, 5116" Thick by 48 Inch wide HardiePanel Siding installed on 2X4 Hem -Fr wood studs spaced at 24 inches on-cenier with a 6d common galvanized nail A. 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-viches 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 8 X 1 in long X 0.323 in head diameter ribbed bugle head screw 6. Ramtech Laboratories, Report IC-1055-89 (ASTM E330) Transverse Load Test, 1/4" Thick by 48 inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 24 inches on center with a No 8 X 1 in. long X 0.323 in head diameter ribbed bugle head screw 7. Ramtech Laboratories, Report 11149-913/1554d (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 S. Ramtech Laboratories Report IC-1273-94 (ASTM E72) Racking Shear Test, 5116" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 inches on center with a 6d common galvanized nail 9. Ramtech Laboratories Report IC-1274-94 (ASTM E72) Racking Shear Test, 5116' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fr wood studs spaced at 24 inches on center with a 6d common galvanzed nail 10. Ramtech Laboratories, Inc Report 10868-9711475 (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 nail 11. Ramtech Laboratories Report IC-1057-89 (ASTM E72) Racking Shear Test, 5116" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 and 24 inches on center with a No 8 X 1 in. long X 0.323 in head diameter ribbed bugle head screw 12. Ramtech Laboratories Report 11284-99/1580 (ASTM E72) Racking Shear Test, 5116' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 and 24 inches on center with a ET&F 0.100 in. knurled shank X 1.5 in. long X 025 in head diameter pin fastener 2412 STATEOF : Q 71J/ l l l I 1111' U\\\\\ JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com TEST RESULTS: Table 1a, Results of Transverse Load Testing RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET 9443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 Fastener Spacing Im.t Allowable Frame Ultimate Design Thickness Width Spacing erimeter Field Load Load' Report Number Test Agency in.) in.) Frame Type in.) Supports Supports Fastener T PSF) PSF IC-1270-94 Ramtech 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 IC-1271-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24-1 6 6 6d common 94 31.3 IC-1271-94 Ramtech 03125 48 2X4 wood Hem -Fir 24 4 1 4 6d common 143 47.7 10868-9711475 Ramtech 03125 48 2X4 wood, SG 2 0.36 16 4 8 4d, 0.091 in shank X 0.225 in. 90 30.0 HD X 1.5 in, long ring shank nail Min. No 20 gauge X 3.625 in. X Min, No 8 X 1 in long X 0.323 in IC-1054-89 Ramtech 0.25 48 16 6 6 head diameter ribbed bugle 169.9 56.61.375 in metal stud head screw Min No 8 X 1 in. long X 0.323 inMin. No 20 gauge X 3.625 in. XIC-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 tn. knurled shank X Min. No. 20 gauge X 3,625 in. X11149-98/1554d Ramtech 03125 48 1.375 in metal stud 24 4 8 1.5 in. long X 025 in. head 170 56.7 diameter pin fastener ET&F 0.100 in- knurled shank X 11149-9811554d Ramtech 03125 48 Min. No. 20 gauge X 3.625 tn. X 16 4 8 1.5 in. long X 0.25 in. head 101 33.7 1 375 in metal stud diameter pin fastener 1. Allowable Load is the Ultimate Load divided by a Factor of safety of 3. 2 Hardie Panel Siding complies with ASTM 01186. Standard Specdicefan for Grade II, Type A Non -asbestos Fiber -Cement Flat Sheets. Table 1b, Shear Values Allowable Loads in Pounds Per Lineal Foot for Panel Shear Walls''2 Fastener Spacing fin 1 Frame Ultimate Allowable Thickness Width Spacing Perimeter Field Load' Load' Report Number Test Agency in.) in.) Frame Type m) Supports Supports Fastener T ptf) plf) IC-1273-94 Ramtech 0.3125 46 2X4 wood Hem -Fir 16 6 6 6d common 603.8 201.3 IC-1273-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 16 4 4 6d common 698.8 2329 IC-1274-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 6 6 6d common 460.0 153.3 IC-1274.94 Ramtech 03125 48 2X4 wood Hem -Fir 24 4 4 6d common 637.5 212.5 4d, 0 091 in. shank X 0.225 in. 10868-97/1475 Ramtech 0.3125 48 2X4 wood, SG z 0.36 16 4 8 595,4 198.5 HD X 1.5 in. long ring shank nail Min. No 8 X 1 in. long X 0.323 inMin. No 20 gauge X 3.625 in. XIC-1057-89 Ramtech 0.25 48 1.375 in metal stud 16 & 24 6 6 head diameter ribbed bugle 9900 123.8 head screw ET&F 0.100 in. knurled shank X Min. No. 20 gauge X 3.625 in. X11284-9911580 Ramtech 03125 48 1.375 in metal stud 16 4 8 1.5 in long X 0.25 in. head 1227.0 153.4 diameter pin fastener ET&F 0,100 in. knurled shank X Min. No. 20 gauge X 3 625 in. X11284-99(1580 Ramtech 0.3125 48 1 375 in metal stud 24 4 8 1.5 in long X 0.251n. 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 perpendicular to studs. 2. The maximum height -to -length ratio for construction in this Table is 2 1. 3. In the steel framed assemblies the allowable bad is based on the average load at 1/8 inch net deflection. 101V 1ttoilIC gg7j,7,,/ PGa it q Y9 RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847.4595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-88B-542-7343 info@jameshardie.com DESIGN WIND LOAD PROCEDURES: Fiber -cement siding transverse bad 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 load is based on factor of safety of 3, allowable design bads on fiber -cement siding correlate directly to required design pressures for Allowable Stress Design, and therefore should be used with combination loading equations for Allowable Stress Design (ASD). By using the combination loading equations for Allowable Stress Design (ASD), the tested allowable design loads for fiber -cement siding are aligned with the wind speed requirements in ASCE 7- 10 Figure 26 5-1A, Figure 26.5.1 B, and Figure 26.5-1 C. For this analysis, to calculate the pressures in Tables 3, 4, and 5, the load combination will be in accordancewith ASCE 7-10 Section 2 4 combining nominal loads using allowable Stress design, load combination 7 Load combination 7 uses a load factor of 0.6 applied to the wind velocity pressure. Equation 1, q,= 0.00256'K,'Ka K''V2 (ref. ASCE 7-10 equation 30.3-1) q, , velocity pressure at height z K, , velocity pressure exposure coefficient evaluated at height z K, , topographic factor Kd , wind directionality factor V , basic wind speed (3-second gust MPH) as determined from (2012 IBC, 2014 FBCJ Figures 1609A, B, or C; ASCE 7-10 Figures 26.5-1A, B, or C Equation 2, V= V, (rof. 2012 IBC d 2014 FBC Section 1602 1 definitions) VA , ultimate design wind speeds (3-second gust MPH) determined from [2012 IBC, 2014 FBC) Figures 1609A, B, or C; ASCE 7-10 Figures 26.5-1A, B, or C Equation 3, p=q,'(GC,-GC,) (ref. ASCE 7-10 equation 30.6-11 GC, , product of external pressure coefficient and gust -effect factor GCe , 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'K; K,,' K,'V„ 2'(GCp G ,,) Allowable Stress Design, ASCE 7-10 Section 2.4.1, load combination 7 Equation 5. 0.6D + 0.6W (ref. ASCE 7-10 section 2 4 1, load combination 7) D , dead bad W , wind load To determine the Allowable Stress Design Pressure, apply the load factor for W (wind) from Equation 4 to p (design pressure) determined from equation 4 Equation 6, p„d = 0.6'[p] Equation 7, pad = 0.6'10.00256'K, Ka'Kd'V,a2'(GCP GC1A Equation 7 is used to populate Table 3, 4, and 5. To determine the allowable ultimate basic wind speed for Hardie Siding in Table 6, solve Equation 7 for V,s, Equation 8, V x = (p.d0.6'0.00256'K{Kin K,'(GC, GCp,))cs Applicable to methods specified in Exceptions 1 through 3 of (20121BC, 2014 FBCJ Section 1609 1.1 , to determine the allowable nominal design wind speed (Vasd) for Hardie Siding in Table 6, apply the conversion formula below, Equation 9, Via = V. * (0.6)D5 (ref. 2012 ISC b 2014 FBC Section 1E09.2 1) V., , Nominal design wind speed (3-second gust mph) (rnf. 2012 IBC 8 2014 FBC Section 1602.1) Table 2, Coefficients and Constants used in Determining V and p, K. Wail Zone 5 Height ( ft) Exp B Exp C Exp D Kr Kd GC GC Pj 0- 15 0.7 085 1.03 h560 1 6 65 1 4 018 20 0.7 0.9 1,08 1 085 1.4 0.18 25 0.7 0.94 112 1 0.85 1.4 018 30 0 7 0.98 1 16 1 0.85 1.4 018 35 073 1.01 1 19 1 0.B5 1.4 018 40 076 1 04 1.22 F 1 085 1.4 0 18 45 0 785 1.065 1 1.245 0.65 1.4 018 50 0.81 1.09 1.27 ti 085 14 0,18 55 0.831.11 1.29 0.85 1.4 0.18 60 0.85 1.13 131 1 0.85 1.4 0.16 100 0.99 126 143 h>60 1 0.85 1.8 D.18 0GA.. 24121--, 1 STATE F ' RED E G.• tti11111 t11111" RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com Table 3, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category B. Wind Speed 3-secondgust) 100 105 110 115 120 1 130 140 150 160 170 180 190 200 210 Height (1t) B B B B B B B B 8 B B B B B 0-15 14.4 15-9 17.5 19.1 20.8 24.4 28.3 32.5 37 0 41 7 46.8 52.1 57.8 63.7 20 14 4 15.9 17.5 19.1 20.8 24 4 28 3 32.5 37 0 41 7 46 8 52.1 57.8 63.7 25 14 4 15.9 17.5 19.1 20.8 24 4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 63.7 30 14.4 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 63 7 35 15.1 16.6 18.2 19.9 21.7 25.4 29.5 33 9 38.6 43.5 48.8 54.4 60.2 66.4 40 15.7 17.3 19.0 20 7 22.6 26.5 30.7 35.3 40.1 1 45.3 1 -50.8 56.6 1 -62.7 1 -69.1 45 162 47.9 1 -19.6 21.4 23.3 27.4 31.7 36.4 41.5 46.8 52.5 58.5 64.8 71.4 50 16.7 18 4 1 -20.2 22.1 24.1 282 32.7 37.6 428 48.3 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 43.8 49.5 55.5 61.8 68 5 75.5 60 1 - 100 25 6 Z82 31.0 33.13 36.9 43.3 50.2 57.6 65.5 74.0 82.9 92.4 102.4 112.9 Table 4, Allowable Stress Design - Component and Cladding (CSC) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category C, Wind Speed 3-secondgust) 100 105 110 115 120 130 140 160 170 180 190 200 210 Height (ft) 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 44 9 50.7 56.8 63.3 70.1 77.3 20 18.6 20.5 22 5 24 6 26.7 31.4 36.4 445 5 47.5 53.7 60.2 67.0 74.3 81.9 25 19.4 21.4 23 5 25 6 27.9 32.8 38.0 49.6 56.0 62.8 70.0 77 6 85.5 30 202 22.3 24.5 26.7 29.1 34.2 39.6 51.8 58.4 65.5 73.0 80.9 89.2 35 20.8 23.0 25.2 27.6 30.0 352 40.8 53.3 60.2 67S 752 83.3 91.9 40 21.5 23.7 26.0 284 30.9 36.3 42.0 54.9 62.0 69.5 77.4 858 94.6 45 22.0 242 26.6 29.1 31.6 37.1 43.1 49.4 56.2 63.5 71.2 79.3 87.9 96.9 50 22.5 24.8 27.2 29.7 32.4 38.0 44.1 50.6 65.0 72.9 81.2 89.9 99.2 55 22.9 252 27.7 303 33.0 38.7 44.9 51-5 66.2 742 82.7 916 101.0 23.3 25. 8. 30.8 6 3 .4 45 7 5 .4 g- 57.6 6 .4 5 1 9 .2 1 .8 100 32.6 35-9 394 431 46.9 55.0 63B 73.3 94.1 1 -105.5 117.6 130.3 143.6 Table 5, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category D, Wind Speed 3-second gust) 100 105 110 115 120 130 140 15D 160 170 180 190 200 210 Height (ft) D D D D D D D D. D D D D D D 0-15 21.2 23.4 25.7 2B.1 30.6 35.9 41.6 47.8 54A 61.4 68.8 76.7 85.0 93.7 20 22.3 24.6 27 0 29 5 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 98.2 25 23.1 25.5 28.0 30 6 33.3 39.0 45 3 52.0 59.1 66.6 74.9 83.4 92.4 101.9 30 23.9 26-4 29.0 31.6 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 105.5 35 24.5 27 1 29.7 32 5 35.3 41.5 481 55.2 62.8 70 9 79 5 88.6 98 2 108 3 40 25.2 27.7 30.5 33.3 36.2 425 493 5 ..6 644 72.7 81.5 90.9 100.7 111.0 45 25.7 28.3 1 -31.1 34 0 37.0 43.4 50.3 57.8 65.7 74.2 93.2 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 6 104.8 115.5 55 26.6 29.3 32.2 35.2 3B.3 45.0 52.2 59.9 68.1 76.9 86.2 96.1 106 4 117.4 60 1 1 100 37.0 40.8 44.7 48 9 532 62.5 72.5 832 1 -94 6 106-8 119.8 133.4 147.9 163.0 Tables 3, 4, and 5 an: based on ASCE 7-10 and consistent with the 2012 IBC, 2012 IRC and the 2014_F_londa Building Code OGq STATE FE jERED RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT_ RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-88B-542-7343 infio@jameshardie.com lt Ill Table 6, Allowable Wind Speed (mph) for HardiePanel Siding (Analytical Method in ASCE7-10 Chapter 30 C&C Part 1 and Part 3)°\\Carq J./7 20121BC, 2014 FBC 20121BC, 2014 FBC ZF =_ 24121- 6 STATA i' a -'-; r( P ' • vV G TERED •• llllffl( tlf( 11111\llll Coefficients used in Table 6 calculations for V, Allowable, UlLmate Design WinV.Speed, 3- second gust mph) Allowable, Nominal DesgnV' s5,Speed, 3- second gust mph) Applicable to methods specified in (2012 IBC, 2014 FBC1 Section 1609. 1 1. as determined b 120121BC, 2014 FBC) Figures 1609A B. or C. Applicable to methods spectflied in Exceptions 1 through 3 01(20,2 IBC. 2014 FBC) Secbon 1602. 1.1 Wind exposure category Wind exposure category Siding K, Product Product Thickness Inches) Width Inches) Fastener Type Fastener Spacing Frame Type Stud Spacing inches) Building Height'' feet) B C D B C D Allowable Design Load PSF) Exp B Ezp C EaD D K. Ke GCo N HardiePanet' J 5116 48 6d common 6 2X4 wood Hem - Fir 16 0- 15 186 168 153 144 130 118 49 7 0 7 0 85 1 03 h560 1 0 85 14 10 18 20 186 164 149 144 127 116 49 7 0 7 09 108 1 0851-141 018 25 186 160 147 144 124 114 49.7 07 0.94 1.12 1 085 14 018 30 186 157 144 144 121 112 49.7 07 0.98 1.16 1 0.85 14 10.181 35 182 154 142 141 120 110 49.7 073 1.01 1.19 1 0.85 1.4 0 18 40 178 152 141 138 118 109 49.7 0.76 1.04 122 1 0.65 1.4 016 45 175 150 139 136 117 108 493 0 765 1.065 1.245 1 2815 50 172 149 138 134 115 107 49.7 0.81 109 127 1 55 170 147 137 132 114 106 49.7 083 1.11 1.29 1 140!18 018 60 168 146 136 130 113 105 49.7 0.85 113 1.31 1 0.18 100 139 124 116 108 96 90 49.7 0 99 126 143 h>60 1 C.B5 1.6 0 18 HardiePanelal 5116 48 6d common 4 2X4 wood Hem - Fir 16 0- 15 233 212 122 181 164 149 78 7 07 0.85 1.03 hs60 1 0.85 1.4 1 018, 20 233 206 188 1 181 159 146 78.7 0,7 1 0.9 1 1.08 1 0.85 1.41 0.18 25 233 201 185 181 156 143 78 7 0.7 0.94 1.12 1 0.85 14 018 30 233 197 181 181 153 140 70.7 0.7 0.98 1.16 1 0 85 14 016 35 229 194 179 177 151 139 70.7 0.73 1.01 1.19 1 0.65 1.4 0.18 40 224 192 177 174 148 137 787 076 1,04 1.22 1 0.85 1.4 018 45 220 189 175 171 147 136 78 7 0 785 1.065 1.245 1 085 14 018 50 4 187 173 3 145 134 78 7 081 1.09 1 27 1 085 14 018 5S 214 185 172 166 144 133 79.7 083 111 129 1 0.85 1.4 018 60 212 164 171 164 142 132 78.7 0.85 113 1.31 1 0.85 14 018 100 175 155 746 136 120 113 78.7 099 126 1.43 h>60 1 0.85 1.8 0181 HardiePaneP& 5116 48 Bd common 6 2X4 wood Hem - Fir 24 0- 15 147 134 121 114 1 103 94 31.3 0 7 0 85 1 03 h<60 1 0851 14 0181 20 6-7 130 119 32659 101 92 1 -31.3 07 0.9 1.08 1 0M 14 018 25 7 127 116 5 98 90 11.3 07 094 1.12 1 0851 14 0181 30 147 124 114 114 96 89 31.3 07 096 1.16 1 0851 14 018 35 144 123 113 112 95 87 31.3 0.73 101 1.19 1 0.18 40 141 121 112 109 94 86 31.3 0.76 104 122 1 0.18 45 139 119 110 1D8 92 86 J7.3 0785 1.065 1.245 1 0.18 50 137 118 109 1D6 91 85 31.3 0,81 1.09 1.27 1 0. 85-1.4 018 55 135 117 108 105 91 84 31.3 0.83 1.11 129 7 0.18 60 134 116 108 103 90 83 31.3 085 1 13 1.31 1 0.18 100 ill 1 98 92 86 76 71 31.3 0.99 1 126 1 1.43 h>60 1 085 1.8 018 HardiePaneM 5116 48 6d common 4 2X4 wood Hem - Fir 24 0- 15 182 165 150 141 128 116 47.7 07 085 1 1.03 h560 1 0.85 1.4 1 018 20 182 160 146 141 124 113 47.7 07 0.9 1.08 1 0.85 1 a 1018 25 182 157 144 141 121 ill 47.7 0.7 0.94 1.12 1 085 14 0.18 30 182 154 141 141 119 109 47.7 07 098 1.16 1 0.85 14 0.18 35 178 151 139 138 117 108 47.7 073 101 1.19 1 0 PS 1 4 0.18 40 174 149 138 135 116 107 47.7 0.76 104 1.22 1 0.85 14 0.18 45 172 147 136 133 114 106 47 7 0.785 1.065 1245 1 0 85 1 4 0 18 0 169 146 135 131 113 105 47.7 0.81 1.09 127 1 o.es 1.4 0.18 5 J6601167 144 134 129 112 104 47.7 0 83 1.71 L29 1 085 1 4 0 18 165 143 133 128 111 103 47.7 0 8s 1.13 1.3, o.es 1.a 018 100 137 121 114 106 94 88 47.7 099 126 1.43 h>60 1 0851 1 8 018, HardiePaneF& 5116 48 4d, 0.091 in. shank X 0225 in. HD X 1.5 In long ring shank nail fl edge 8 field 2X4 wood SG20. 36 16 0- 15 144 131 119 112 101 92 30 0 07 085 103 h560 1 0 85 1,41 0.18 20 144 127 116 1 112 98 90 30 0 07 09 108 1 0851 14 10181 25 144 124 114 112 96 88 30.0 07 0.94 1.12 1 0851 1 4 018 30 144 122 112 112 94 87 30.0 07 098 116 1 0.85 14 016 35 141 120 ill 109 93 86 30.0 073 1 01 1.19 t 0 85 1.4 018 40 138 118 109 107 92 85 30 0 076 1.04 1-22 1 0 85 14 018 45 136 117 108 105 91 84 300 0 785 1.065 1.245 1 0.85 14 018 50 134 116 107 104 89 83 30.0 081 1.09 1.27 1 0.85 1.4 018 55 132 114 106 103 89 82 30.0 o 83 1.11 1.29 1 0 85 14 0.18 60 131 113 105 101 88 82 30.0 0,85 1 13 1.31 1 085 14 018 IGO 108 96 90 84 74 70 J0.0 099 1.26 1.43 1 h>60 I 1 0.85 71.8 O.7B RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com 2012 IBC, 2014 FBC 2012 IBC, 2014 FBC Allowable, Ultimate Design Wind. Speed, V141- 3-seco dgustmph) Allowable, Nominal Design Wind, Speed, second gust3 V gFmph) STr*TE(Ut/ li n zv/••'' .......... oRI Coefficients used in Table 6 calculations for V, Applicable to methods specified 4FBC]Sectio12 nC 1609.1 1. as determined b 120121BC, 2014 FBC) Rgwes 1609A, B, or C. Applicable to methods specifiedthrough 30Fxo tt s I 2014 FBC] Section 160911 Wind exposure category Wind exposure category Siding K, Product Product Thickness inches) Width inches) Fastener Type Fastener Spacing Frame Type Stud Spacing inches) Building HeghP feet) B C D B C D Allowable Design Load' PSF) Exp B Exp C Exp D K. Ke GC, GC„ 015 198 160 163 153 139 126 56.6 07 0.85 1.03 hs60 1 0.85 14 018 20 198 175 159 153 135 123 566 07 0.9 1.08 1 0.85 14 018 HardiePanel& 114 48 Min. No8 1 in. long X 0.323 in dad diameter ribbed1.375 6 Min. No. 20 gauge X 3.625 in.X in 16 25 198 171 157 153 132 121 56.6 0.7 0-94 1.12 1 0.85 1.4 018 30 198 167 154 153 130 119 56.6 07 0.98 1.16 1 085 1.4 0,18 35 194 165 152 150 128 118 56.6 073 1.01 1.19 1 0 85 14 0,18 40 190 162 150 147 126 116 566 0.76 1D4 122 1 0.85 14 018 45 187 161 146 145 124 115 566 0 785 1.065 1245 1 0.85 1.4 o.t8 50 184 159 147 143 123 114 566 0.81 1.09 1.27 1 0.85 14 um bugle head screw' metal stud 55 182 157 146 141 122 113 56.6 0.83 1 11 1 129 1 085 1.4 0.18 60 180 156 145 139 121 112 56.6 085 1.13 1.31 1 0.85 14 0.18 100 149 132 124 115 102 96 56.6 099 1.26 1_43 h>60 1 1085, 1 e o 18 0-15 146 132 120 113 102 93 30.6 07 085 1.03 h560 1 0.85 1.4 1 018 HardiePane0 114 48 Min. No 8 1 in. long X 0.323 m head diameter ribbed bugle head screw' 6 Min. No. 20 gauge X 3.625 in. X 1.375 in metal stud 24 20 146 128 117 113 99 91 30.6 07 09 1.08 1 0.85 1 4 018 25 146 126 115 113 97 89 30.6 0.7 0.94 1.12 1 0.85 1 4 016 30 146 123 113 113 95 88 30.6 07 098 1.16 1 0.85 14 018 35 143 121 112 110 94 86 30.6 0.73 101 1.19 1 0,85 1A 0.18 40 140 119 110 108 93 85 306 0.76 1 1 D4 122 1 0.85 14 018 45 137 118 109 106 91 85 305 0 785 1.065 245 1 0 85 14 018 50 135 117 108 105 90 84 30 6 0.81 1.09 127 1 0 85 14 018 55 134 116 107 104 90 63 7306 0.83 1.11 129 1 0 e5 1.4 0.18 60 132 115 106 102 89 82 30.6 0.85 1.13 1.31 1 0 85 1.4 018 100 109 97 91 85 75 70 30.6 099 126 1.43 h>60 1 0.85 1.8 0-18 HardiePanellD 5/16 48 ET3F 0.100 in. knurled shank X 1.5 in. long head X in. head diameter pin fastened 4 edge 8 field Min. No 20 gauge X 3.625 in. X 1.375 in metal stud 16 0-15 198 180 163 153 139 127 56 7 07 0 a5 103 h-60 1 0 85 14 018 20 198 175 160 153 135 124 56Y 0.7 0.9 1.08 1 0.85 1A 0.18 25 198 171 157 153 132 121 56.7 07 1 0.94 1.12 1 085 14 018 30 198 167 154 153 130 119 56.7 0.7 0.98 1.16 1 085 1.4 0.18 35 194 165 152 150 128 118 56.7 0.73 1.01 1.19 1 0.85 14 0.18 40 190 163 150 147 126 116 56.7 0.76 1.D4 122 1 0.95 14 018 45 187 161 149 145 124 115 56 7 0 785 1.065 1245 1 0.65 14 018 50 184 159 147 143 123 114 56.7 081 1.09 1.27 1 0851 14 018 55 182 157 146 141 122 113 56.7 083 1.11 1.29 1 085 1.4 018 60 180 156 145 139 121 112 56.1 0.85 1.13 1-31 1 0.65 14 016 100 149 132 124 115 102 96 56.7 1 099 126 1.43 h>60 1 0-85 1 8 018 HardiePanel4J 5116 48 ET3F 0.100 in. knurled shank X 1.5 in. long in. X head head 4 edge B field Min. No. 20 gauge X 3.625 in X 1.375 in 24 0-15 153 139 126 118 107 98 33.7 07 0 a5 1.03 h560 1 085 14 0.18 20 153 135 123 118 1 D4 95 33 7 07 09 1.08 1 OA5 14 018 25 153 132 121 118 102 94 33.7 0.7 12 1 0.85 14 0.18 30 153 129 119 118 100 92 33.7 0.7 16 1 085 14 015 35 150 127 117 116 99 91 33.7 0.73 19 1 0.85 1A 018 40 147 125 116 114 97 90 33 7 0,76 2 1 085 1.4 0,18 45 144 124 115 112 96 89 33 7 0785, IL45 1 0.85 1.4 0.1B 50 142 122 113 110 95 88 33.7 0.81 7 1 0851.a018pinstuddiameter metal 55 140 121 113 109 94 87 33.7 0.83 9 1 085 140. 18faslenerz60139120112107938733.7 085 1 1 085 140 1809943h600.18 1. Screws shall penetrate the metal framing at least three full threads 2. Knurled shank pins shall penetrate the metal framing at least 1/4 inch. 3. Building height = mean roof height (in feet) of a building, except that eave height shall be used for roof angle G less than or equal to 10* (2-12 roof slope). 4. Vull = the ultimate design wind speed (3-second gust mph) as determined by [2012 IBC, 2014 FBC] Figures 1609A. 1609B, or 1609C, ASCE 7-10 Figures 26.5-1P, 26.5-1B, or 26.5-1C. 5 Vasd = the nominal design wind speed applicable to methods specified in Exceptions 1 through 3 of [2012 IBC, 2014 FBC] Section 16D9 1.1. 6. The wind speeds in [2012 IBC, 2014 FBC) Figures 1609A,16098 and 1609C are ultimate design wind speeds. Vult, and shall be converted in accordance with r2012 IBC, 2014 FBCJ Secbon 1609.3.1 to nominal design wind speeds, Vasd, when the provisions of the standards referenced in [2012 IBC, 2014 FBC] Secbon 1609 1.1. Exceptions 1 through 3 are used. Linear interpolation of building height and wind speed is permitted. Wind speed design assumptions per Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3. Ke=1, Ka=0.85, GC,-1.4 (h560), GCp -1 8 (h>60), GCp,=O 18. LIMITATIONS OF USE: 1) Fastener pullout must be evaluated when installed a species of wood studs other than that which was tested. PROJECT RIO-2578-15 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE0 BRAND FIBER -CEMENT -PANELS TO WOOD FURRING SOLUTIONS JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE_ ._,. FONTANA, CA 92337 -- -+ - TABLE OF CONTENTS PA GE,•- COVER PAGE EVALUATION SUBJECT . EVALUATION SCORE EVALUATION PURPOSE ' _ _ 2 . 3... REFERENCE REPORTS TEST RESULTS ; 4' t [ _ r -, • - - - 2 TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING TABLE l B, ANALYSIS OF ALLOWABLE LOAD FORA SCREW AT 10" •0,C. 2 i JUSTIFICATION OF -USING -THE RESULTS ON LIGHT GAUGE STEEL FRAMING - DESIGN WIND LOAD PROCEDURES TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND P 4 TABLE 3, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B TABLE 4, ALLOWABLE STRESS DESIGN C&C,PRESSURES EXPOSURE C ' ='_ ; _ - 4 TABLE 5, ALLOWABLE STRESS DESIGN CSC PRESSURES EXPOSURE D 4 t TABLE 6, ALLOWABLE 1MND SPEED (MPH) FOR HARDIEPANELSIDING AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES .THAT,THE LASTED PRODUCTS ARE IN 661'.1PLIANCE %_%9TH THE REQUIREMENTS OF THE ASCE 7-10, THE 2094 FLORIDA'BUILDING CODE. AND THE 2012 INTERNATIONAL BUILDING CODE. - PREPARED BY; tY k tL RONALD 1. OGAVJA&ASSOCIATES, INC. 16835ALGONOUINSTREET #443' ' HUNTINGTON BEACH, CA92649- 714- 292-2602: 7- 14-847-4595 FAX< 5T E IL ONAV t 4' it 1 RONA'D 1.OGAtA04rSSOCIATES,11C. 16835 AI.GONOWN STREET S"3 H'JIMNGTON BEACH, CA 92649 T) 714-292-2602 (F) 714847-4555 PROJECT: RIO-M11-15 EVALUATION SUBJECT HardiePanvIS Siding Jams. )sardk Product Trade N.. e..rwd in this evaluation: Hard.ePwmM SxkV. CarnparwOSong Pn malp1 Panai Sdatg EVALUATION SCOPE: ASCE 7-10 2014 Fiends B in/ Coda 2012 sere nsLwal &AdeV Cods 2012 kunmdalsl Residerd al Cade EVALUATION PURPOSE: Toa aulye's Is to doeivnew Ow mxm d"4n 3-pound gust wed speed m be na vend by an assembly of Hard &Panel (Comp pal, Pnval P.P Wamp isnoned ro wcw t.ere:;s on abler woos v met* frwrxv wffh nalls or adrw.e REFERENCE REPORTS: 1. m"mak Raped 102024351COO4)0IA. Trarlsvana bad test on MardieP". TEST RESULTS: Table Ia. Results of Transverse load Taatbno F-netm Faatarm U.enafe M wabW Tast Thidmaaa Spa..% Spaa+O Fa=cna Type_ Lead Des4n Lead' Rw-vn Numbs A fn. Weld% fin. Frame T In) fin 1 aid Denensicrts 1PSF1 PSF) FaAaa Mom 1C2024363CO0=1 A h-Rook 03125 48 IX4 wood &hA 34- 0sr>; by 3,5' 16 6 No. D X 1.25- bf V X 0 323- HD 160.7 53 5 PLC uromip &ac uvmdeSPFhmingfibedb1bjieheadsue" 1C2024WOOO-001A buensk 0.3125 48 2X4 woos 04 W4 Vick by 31- 16 D No, D X 125- kxV X 0 323- HD 131A 43.D pull forwah- wide SPF haringq nbbu.4@ heap aaorvs 1020243MC000MA Man" 03M 40 2X4 wood wd. 3 k, by 3.5- 10 12 No. D 135. 1 35 a I prti t—Gh wide6PFheadsawi o-V24363COO.001A k:fa:uk 0 3125 45 2% a 1O0d ab 31C by 3 S 16 6 0 090' &tunic X 0215' HD x 1 S 147. 6 Cb2 txdl ttabu RratJtaa Snrtgwvmw4daSPFfurmgbngfirysnankhai1= 24303COO.001A mten" 0312b 4D 3X4 r by]S Z4 D No, hO T qd creuyM nnGute wi od SP turtng aHt' 1. K &&reams wars aura on nil.:", - FenglaAn - -.--, 7 n7:- 2. A."wa74 belt is dowr od from Ift- ua bad do oa7 by a fa:.-x of "OV of 3. 3. Har bsPanof 54'moran?4s wrM ASTM C11 K Standard Speradeavon fdr G.'ade It, Tive A Ab"suesims Fiber-CcTm& Fir Sheets, Table 1b. Analysis d Allumble load for AS Scrow at 10' Or - to Saesspoom Fartner So2ong fm D 12 10 Frame I. 16 16 16 Fertenr. Tro• s,.a (ir' OI 1.33 1.11 Afowable bad t1s` 438 354 a.s lrtdlndtw. fasttLw load fib 339 472 43.1 the tarn w load for e6 sasw at I T Q.C. as taWialed as Me overage C1 the tm resLft br Ii sc12 Ir Q.C. Tno alorrabis load ter aD straw a1 the s?ariV at 10' O.C. iao furmg can be calalla ed by itenx t Wv die results d same faskww at 8' W tr O,C_, arnme Dcm testa nad as.-.1e I* Vt mode d fsalar w pc5 through Mxh bw pants. Ae swam n Ow UN6, 0» ado vable bad for as so m% ine:4Md at 1IT Q.C. to woad ht+iM is UA Ps). Juatnrsdon of Wing the Rewfts on Ught Gauge 5" Framing If Lhe &Lbjd mrdglt}hPa, al: fasteners weld amoas 7 to futelg Only. so wrtwrw Ina kdrwV is addled to woad or ettal Im-,WV Odes rAt axed pzne1s Vw-4% r&e load capIYa ;he prbltd er4rA l S + raapMwb4'1y to en&un Vat tarter e^adaTam and taming mmnabafe In have WMWM load (apeat yf.yri S-1AT- t , 0 . rC0R\ 0" '- 2 .- RONALD L OWAASSOCLATE6, INC, 16835 ALGONOIAN STREET S"3 HUNTINGTON BEACH. CA92649 T) 714292-2602: (F) 71 A-6474SRS PROJECT: RIO-257&15 DESIGN WIND LOAD PROCEDURES: Frov-mrard sidmV ranMrse 1=1 capachy *v Iwa capadyj is deter:nno0 via mmW+nce rstrV a=111Wne wad namocu; me summards Va w tanarm foaa mzt3r{ an af.:+abie aesvn ioac is datemrnd based on a tatxor d sa'ety of 3 appW to tim uttenau ten wad Equation 1, q[O DD256'1t:'t,'3f„'tf fat ASCE 7-10 "aw ort 30.si) r. , veto" pressure at N d z 1 . v lodty Wasswe e,tpoatse rea`.3ant nra].afad at hogtd z K . , toP3wa;*k taaof Equadon 2, rI , %iMd 0MdKndW faCtO( V , bast: wind apead 13aezond 7JW. MPn7 as dal-ftmined Mm 201.2 IBC Fguea IWQk B, or C; ASCE 7-i0 Figu is 26 5,-iA, B or C V Vr of, 2012 49C Se --;on 1602.1 def r;6w W yr , unman dee:1.'vtd sPea0s (icemnd axt uPHJ 0elemfine0 Lean 2 72 tee Foxes t1iO5 B- o-C::SCE 7•t0 Fq es 1e 5-:A 6. os G Equation z, py,•(Gf--GC.) W ASCE 7-1C 4Q=, 43.T.6-7) GC, , produd of e3dernat pressure met5drn and gust -effect to= G:,. , promuct of mornat woe." coe nem and guss4rum !actor p , design praar (PSF) for aidN (aeo*rvM4 Oeagn wad far sl2V TO demn.-M a 0e3'jA rMssurr. &L=U.e g, no E7uabon 3, Equation 4. p 0,D'.#3F'Ka'Kr'Y'Vr'f +CyrGC.1 Alommbfe Soeas Deaiyn. ASCE 7.10 Seery. 2A.1. Iced ConWaavort 7 Equation i, OLEO+ Dew (re1,ASCE 7-10MObW 2-41, toadcrr^.ynaWn 7) D . dasd wad W , wind wad To oesrnsrte tfe AfbatabN $tress Orson Pressure, apply the bad fa.—rlarW Mtr ha tt E a:,o(t 41d P fPestpn PRS.oneJ we^.+teMd hnm eq:+RpPrt 4 Eguation9, P-,Oj Pl Equarion 7, par IO.6'10.00236'1(,•1(,•K.'V.''fGG-GC.11 rqueWn 7is used to po,-+..fale ANV 3, 4, and S, T. detemi:,w the as: aye u4^u-v best rsnd speed ftr hercla Z&V In Table 6. sal.. E4caf= 7 for Y. Equation /, Vrr (P-10.6'ODO258'IC,•F(.•Y A 9ftzbJe to rre%ws x, mtW in Ecrptw(ts / wo gh 3 of2012 /3C Section 150i.1.1„ a dettm ine th, aGo:.e.?k no(rmat desYw wrhd speed (VasD fdr!tare S v in TaOk E. kr:ncda 6( tiLa: Equation a, Vim, - Vr' (0.6]" (rW 201218C Se=,on i W;.3 i) Nor.-- 0ecipn we speed (3-sewnd t (rt^.(t) fre.'. 20 f 2 !BC S16,22.1) t(fl// f7ir iii e 1i zF 1 t STATE FSS/ ONA\- ,, RONALD 1. OGAVPAASSDCIATES. INC;. 16635 ALGONOON STREET 0443 HUNTIS.'GTON BEACH. CA 02642 7) 714.292-z6D2; (F)7t4.8a7.450S PROJECT: RIO-257&15 Table 2. Cwftlentl wW Constams toad In Daterrnlntng V and p, . ' .. s_..._ -. --' -- - •,>• . _ _t -• - - f --- - . MW, va42av He ttr+l E=6 ECC rE=D. GC - als = -• Oe tor'• r f 1 0.85 14 O+e 20 0.7 09 - 1.06• 1 OB5 25 07 0 94.- r 112 1 O e5 i d 018 30 0 i.t 1 065• 14= GU 35 1 01 1.19 0 65 •- 1 4 • 0 D i - 40 - 0 6 IN L22 1 O 85 . 1 4 0.13 0_ 85 - 1D6 124 1 0 1 4 018 50 b1 106 1.2 1 o6 14, 55 1 1 OES j.'_14 0 1 - 00 1.31 065 1 • 0.1e 100 120 t , rr- .- . -_ - ,,. _ ::ram _.. _ -' s _ - - i Table 3. Allowable $be" Design • C nworrnt and ChddbV ICLCI Praseuns (PSF) to be Restated at VaAuus Wind Spads - Wind Espo" 4#.g 8,-= = - .. .• _ Vod Speed j 100 1t5--t 11 11 120 130 140, 1 1 1 r5 19 2-M 210 t41 B 8 B B- B 9. 19,1 2D6 241 3. 32 3_0`_4i,.-46e 1 5 6•r= 20 144 i 9 9.1 206 244 _ J. 2 14 4. t 1 1 11- 2 6 2a 4 3. Z2 3 417, 4.3 6 2.1 8 4i3, 30 A4a U9•~ r .1 19.1 Z06 244 3j-29.5 3i5 JT.O• 41 4ri8• 52.7 576 .- 637 35 151 166 18 199 21.7 54 3.9 366 315 --456 544 632 1 • -664 40 is 1 t -191) 72 26 3 40.1 a5.3- 6 6 62.7 691 a 76.2 R, 7so 21A 233 7s 4 ti. 40A- 58 ' 64.6 'I--_- 50 16 t8 4 - M2 22. 2a , Q 2 42 3 483 . t b03 f 3 r 5 1f_1 4E.9. 2a 22 6 • 2a ZB 9 • 33.6 • 36. 773 i-- 45. - 5S_ 61 b - 5 -s J. 75 f. Y 9 f J r..f 1 2e 1 0 43 4_ S2 9 =- l 02 4 - e Table 4, AOawaNe Stt+ss Design . Cartporrnl and Clsdd117p (ucl Prassurn (PSF) to M Raalited a Vadoin Wind speeds - Wind Eaposura Category C„ - - ' • , _ -. v10 „r3-itCDM1S t 105- 11 Ii5 120 130 7 1 160 17o t 1103 t 1 r at 1 - 1 3 12 23 252 296- J44 J9. A9 59.6• 3 3 31 3 20 t e 6 355 22 5 24 6 - 26.7 31 4 4 41 6 47 5 53 fw 2 b A 4-B 61.9 .. 2b 194 214 - 7235 75b 27. 6 3D 116 4. 62It 00 f .6 30 202 223 245 - X.. 99-1 J42 998 45. St b Se.4 655 73.0 609 eS,2' 205 230- 252 _ 2 S . s-W0 S we i6.9 - 53.3 fi0.2= b .5 75.2 T -E3.3 ' 40 215 2]. 260 . 284 30.9 a63' 420 sb.3• 9• 620 1iy.5= 74 LrSI-- t+6• - a5 220 24.2. = 266 0.1 0 .t • 43_t - 94 2 41 6- 7 93. 8 .9 . 9u9 - SO Z2. 24,e 2 2 324 J8 0 4•t.l 0 6 57,.6 1 65,0 2 9: i „t.2 C9 fil 2 55 22.9 2 27. 303 31 J6. - yH,9 51.5 58.6 fio.2 N.2= E?, 0,.6 101.0.' 1Y. e.f too 32.6 - 35 9 U 4 L11 46 9 55,0 635 7; 3 63 4 94 1 t75.5. 117.8 13D 3 143 6 Table L. A9omble Suaai Design - Coutpwwd and Cladding ICLC) Prossuras IPSF) to be Restated at Varian Mond Spews - wind Enyoitire atepory Q=i =(•. - - - - _ '.•• - - - - - m Spew 1 .rsu t00 106 110 11 • 130 14• , 150 160 i 1B0, iW 200 210 r D- D. D D. D- - D D, D. D-_-- 0. t 12 234. t A 416 a t l 6- f -• U-- S3r - 20 223 246. 27.0_ 1,295. V.1 37.7- 437 F-531. 57.0• 6a4- 722-<--.804- 25 231 2S 8 3D JS J9 153• Z0 59.1 66b 74,9 934 924., 319 30 2: r9 4 0 316 345 404 466 5311 61.3- 692 JL5L L,4 95,7, i055 35 24 5 - 2 .1 29.7 3 41 45,1• 2 62 6 iD 5 76.5' 6 5L2 ij)9 3 ' 40 152 - 1 J6 42 4 ] Sc 644 1 6t - 9J4 1tA t:1.0 45 2 28 3 31.1 Jl 0 37 0 43 4 SD 3 57 b 65.f • 4 2 fi.2_ 52 i 02. 113.3 CiD 252 7a 9- 1 d4 as 3 51 3 J8 t 5 r Y - Sc 6 i4:6 - 15 29 3 32 2 135 2- 36 3 - 45 0 S2 2 S9 9 1 1064 f w_4 -' r rb. l.b y 8 100' J.- U 438 sa, 16. WC I 119 3:4 1 .-14 - 1F•.3- a- T,- f= r•---r--4'1.1.•A•a'.f{tfr.p.. at..1-'a...r TF.._. tea:.-.. wr., a.ti'1' -- - _e-,.. zi___ .+--.-. n.-. :-.w,r..n-6. .y .ti - +rw.•.x. Tables 3, A. and 5 an based a1 ASCE M.0 and t1wW antwW We 20121BC, 2W2IRC - - , v _ - I,) OGAW S SW p.• FLOROt SSIONAL I' RL O1.WAA=31_=ES, O C., .i ,LrS i1 fi c B•i`c_Dwt PRaOU CTS. pr_. It. -IS ALGOi C.AN57REET 6443 l.S3bSG-7]43 H4Rii01K:TJi ?,i_Azit CA 22&42 n1P'ra•:+ri:4aJp! Core M 71a.M4W--,, M 71440J505 PRc6xrT. R172576.15 P!W (mOM1I la lYldiaMarral iW.tlb (A+fay'tkaf Me91oCN ASCF 7•FOLItAvrar 30 ue Part 1 aMPa4IJI, tlen6Sw+l'•SCW4. G•aewa Duc .Ict3 naa•-s R.al.•.. •j ssI 11, I+arau. twwww. f 7, Wr+lna n... low 1 • woa.. laQu_a- fsq a..•itltnoe to.t.1. ._ ' •- ' Y',• - a elma.• Y.r<ngto.te <avp+r. L•.q .. ,.. - - RmA Ilbfrwm+ 7ltiilr„ r.}" Klan 1' Si FatLr F~ Ferr., t Cp. e.Ip n;, Fr+rn.17•r, GM Spts:.Y l.t.i 6• k"G H•#, lil E C 9 B L D Araa' e d• f,Ea•a a. 0 rota CnC crap r_f C t:C Ha: A nrIC 5.'N.1 J y u3 a CMID M ttrt.t Cc. xa G` b 7] i tteear 120 ML]El• T'a by3f rr+•,tM w i E-_ ' 17 •; Qii 1L] 1 3 17W 11, 115 I ::] 40C 0,7 I D. I I CM PA 11 4, 1 olr a,( 26 • 1i3ti- tw3 41 l32 Lro 47t - CR ti117 to, in I* cc c1C as r t• to CC n, Ia to t4 n c_IS3 163 13C 14E, Im lie 4]E Ci t m 15 le; I= I4S 1K IN I11 Z. - en In u to tez l• tte 1t a1 1R3 15E 196113al:3 Ae- x Ifit 1:: A4- t:1 ISQ Itl ti] It{ lot d24- Lae 1 In Or` Tit LIt 63 17a Sc 43137IAVI- L1i C,l SS 17T- isa 1C' 137 11r IQ ale T tl C6 to L3 - ITS 11^ 141 135 I7 3E- Aw W5 126 A ItZ 4Y -• 63 A3. :I C.4 X 4 In MLI ICE di I, MtCMa'Rll• A• - Lha t sx 1: 1`» tC i , 01HMOaa•+ atsrw 1• roc ZK4-WR 21011, y N• PIS a i7aCIS Iba IN IL• 11SlStl .- CA Lc iD ta:". t., C tUIA CI, 1. ex Ii1L feCraC0. I(t 2s L. lic I,G 10 tl] C^.I Cw I: I ec c0cC a c•. it. f I• I tm tR tnf1 1m I to t- oLUa'^ 7 3 tiiSp1iT• t>< IL 17r Iia1iIV Ip. Of E I-f L!S C1. NQ I13 m1- 5.1 LSU E Ch Ilr 134 17! 1 1 a a eat S CC CO la I cli GU0: S+ l3 1. 177I:! K I, • ER 1I) t ]t t'a1 1J1 ICt p! ai It 1 tti K'. a, SU rtt•7.P,wrta i SIC t/ Na Lx' a x 6 J:Troas.y. iVYQ 1P C, t tPET, 2Ju trapOR Icy feu A 3 S. 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ICI 3 a:. c7 101 f CC s1R 1a Fi oIa IS. 17 Il IIaIDDYsrr]t 122 i 9 afa cn- In I]f tsf u i a V L' aL 16n] 47apac• Cot 1O t.' 1.< I:t V, t• iSa - Pt] Ifl 113 1Cr, t!. faIL iee lA t•7 llal:: to Z• Lb IU I I31 100 II6 DI Gai f33 ta3 1-ra-L'1 Ctl S tt[ Il,:a,rtt+ti 1' tE ai 11'a 6y, may Ozy th.d araytY roL• a r 7xa l• rr11 2C aatl ti Fyl• tnd by lS u• 7a t.13 136 5 it, tC: L7 it T! C" CD 1 1. E6: f' vt! C: ia Cu C V1.; f Il1KtCR01G113Ea17: y:• a3t C1- LW b A. 1. tt c:e Pv tw 36 135 15 IZ'~ t9 It - t7) Iat at SC OU 1_) t.J 61 Jt.! t% I +C: i.:J I ttl af cn+-•. t• F L•t C,! 3 Nl,Ilny, C•. Il1 1' E] 17. to ftt l;/ Ito Cr• f91w•G tt: 3 1f•g r! Y:sU a i _... C( t:~E'+i• Of 7rr. tE.,L aMC c. i y'• 21( a tMR tiLl++ ry 11- T."ryaV t.s. toot ' atllq r• y. SE 41S Sri• 164 f'. 7 tti IJ3 1-11t ry LT. Iael l lm t1: I ltt 1 cif III 1• tit nu Ie3 ult 111 J6 tt5ItTICi: 11•Y 7r tas is& 7.5 W3 1"JU L3 ' t^ C_t17 I S Cv, Ci• 1r 1. 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V'W'y" 'Mama Zatn M•/izJ losVL On )kam:0 da Cwaay Flon3a, NOA 15412.' 04. 5 OGAWq r NSF c' i i 0 S10N AA t REPORT NUMBER:102024363000-001A ORIGINAL ISSUE DATE: April 1, 2015 REVISION DATE: April 30, 2015 EVALUATION CENTER INTERTEK TESTING SERVICES NA LTD. 1500 BRIGANTINE DRIVE COQUITLAM, BC V3K 7C1 RENDERED TO JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 PRODUCT EVALUATED: HardiePanel® EVALUATION PROPERTY: Transverse Load Testing trrrNrri n OGq " 21 90. Fra OR 19 sm N>ti L Report of HardiePanel® tested in accordance with ASTM E330-200212014, Standard Test Method for Structural Performance of Exterior-Wfndows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference This report is for the each live use oflntertek's Gien. and is provided pursuant to the agreement de."ween !nte m_k and is Client. Intertek's responsibility and liability are limited to the terms ant; conditions of the agreement. Inge .ek assumes no liability to any party, otter than to the Client i.: amoraance With the agre--man for a-,y los5, expense or eamace o=sioned by the use ct report On!), the Client is au.hD ed ro copy or distribute tius report and then o::ly in its entire:,. Any use of the Ir.;erek name or one of its r:ariz for the s ;e or advertisement of the tested natenal, product or sen•ice must first be approved in wri,':ng by interteir The observations and test results ir, this report are relevant onq- to the sample tested. This rec*arrz by itself aoes no: imply tha: the material, product, or service is or has ever been under ar lntertek certffication program. James Hardie Buidit Products, Inc. Report No. 102024363COO-001A 1 Table of Contents April 30, 2015 Page 2 of 7 1 Table Of Contents.............................................................................................................. 2 2 Introduction....................................................••-•-....................._..............--•.......--•.............. 3 3 Test Samples....................................•-..........._.............._.................................................... 3 3.1. Sample Selection...................................................................................................... 3 3.2. Sample And Assembly Description............................................................................. 3 4 Testing And Evaluation Methods........................................................................................ 3 4.1. Conditioning............................................................ ........................................... 3 4.2. Transverse Load ................................................ .............. ........................................ 3 5 Testing And Evaluation Results.......................................................................................... 5 5.1. Results And Observations......-••-•--•••••......-••-••............................... 5 6 Conclusion ................................. ........................................ ............................ .................... 6 Appendix A Transverse Load Test Data.....................................................................17 Pages RevisionSummary 1 Page fillGAWq c cc off FLOR ' S O,c..... ...... SS10 V Intertek Florida Product Approval HardiePanel° Siding For use inside HVHZ: o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15- 0122.04. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Report RIO-2556-15. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. fb Hardie Panel "IO, Vertical Siding • JamesHardie EFFECTIVE SEPTEMBER 2013 mom INSTALLArION REQUIREMEtfI S RESDEN X S'NGLE FAMILY ONLY - PRJVRED & COLORPLU,'O PRODUCTS Visit v:nav iameshardia.com for the most recent version. SMOOTH • CEDARMILL® • SELECT SIERRA 8 • STUCCO IMPORTANT: FAILURE TO INSTALL AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN 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 HZ1 OTA9 PRODUCTS OUTSIDE AN HZ1 Ov LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HARDIE) STORAGE & HANDLING: Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and comers from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. CUTTING INSTRUCTIONS OUTDOORS INDOORS 1. Positron cutting slatrm so that wind 091 blaw dust array from user 1. Cut only using score and snap. or shears (mania], electric or pneumatic) and others in working area 2. Position twitting s ation in well -ventilated area 2. Use one of the follaviro methods: a Best_ 1. Score and snap ir. Shears (mawal, electric or pneu natic) NNER use a purer saw ndao s b. Behr: 1. Du:s4 redicina circular saw equipped with a NTVEER use a circular "saw blade tnat does not carry the HardleBlade sm, blade trademark HardieBlade aw blade and H-DIA vacuum extraction NEVER dry sweep - Use wet suppression or HEPA Vacuum c. Good. i. our. redu^lne circular saw with a HardieBlade saw blade only use for law to :rrodeate cutting) Important Note: Fa ma dmum prcrxbon (bvwst respirable dust prod.otton), James Handle recommends aWdys using'Besr-le.'el cutting ne"mis where masibta. NiOSH- approved respirators cxt be used In coryunchon with above cuting oracbces to further reduce dust exposures. Additional exposure infornabon is availab,e at wvAvjarrzshardie can to help you determiie the most appropriate cutIrV method for your job requri,e.wnts. M Concern slip exists about exposure levels a you do not campy with U1e above pr&-=, you should always misuY a qualified Mustnal hygienist or contact Janes Hardie for further ut DnWK)n. socm'r 5 GENERAL REQUIREMENTS: These instructions to be used for residential single family installations only. For Commercial I Multi -Family installation requirements go to wvm.JamesHardieCommercial.com HardiePanel3 vertical siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. See genemal fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. James Hardie recommends installing HardiePanel on a capillary brea'•c (rainscreewTumng) as a best practice. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at wnwr. 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 HardieWrar 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 sidingin Fascia or Trim apalicabons. Some application are not suitable for Color -Plus. Refer to ColorPlus section page 3. DO NOT use stain, oiValkVd base paint, or powder coatjng on James Hardie", Products. For larger projects, including commercial and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin 8 " Expansion Characteristics' at www.JamesHardie.com. INSTALLATION: Joint Treatment Fastener Requirements • Vertical Joints - Install panels in moderate contact (fig. 1), alternatively Positionfasteners3/8" from panel edges and no closer than joints may also be covered with battens, PVC or metal jointers or 2" away from corners. Do not nail into corners. caulked (Not applicable to Colorlolusa Finish) (fig. 2). HardiePanelVerticalSidingInstallation' • Horizontal, Joints - Provide Z-flashing at all horizontal joints (fig. 3). Framingmustbeprovidedathorizontalandverticaledgesfornailing. Figure, 2 Figure 3 HardiePanelverticalsidingmustbejoinedonstud. water -resistive barrier water -resistive barrier Double stud may be required to maintain minimum edge 4 stud /i wa`r-resswe - "vrater-rimstrve z x nailingdistances. ( Imo: stud badger banner upper panel —upper pane! Figure 1 , stud '' I,'-. ' r• ^ 11 vc as D ' 4" water - resistive barrier___? sheathing I ' keep nails f 3/ 8' min. from panel ` edges Ica HardiePanel p vertical siding plate J; 1 1 I G j moderate contact keep fasteners 2' ice away from corners —1 Do not F o not gap gapii' I Caulk Cain Batten Joint "H" Joint "'Z•f4ishmg f i ~Z-flastung I water- resistrve barrier decorative 2 x !4 stud band board .—lower r panel Y panel Figure 4 leave appropriate gap between Recommendation Wnaa f _ panels, then caulk' irwarling Sierra E provide Caulk Joint a double stud at panel / ot aoDlicable to WorPlus30 Finish) joints to avoid nailing { App; cau!k in accordance wilh :aft Ih..rough grooves. mal- Mu urer's vmten application Instructions. For additional Information on HardeWrapTMt Weather Barrier, consult James Hardie at 1-866-4Hardie or www.hard.ewrap com WARNING: AVOID BREATHING SILICA DUST James Hard e` products coritarn respiraale crysial.rie arm. wroth is kven *z me State of Cal.lomia to cauw aocerand is consde: ad oy IARC and MOSH tc be a curse o' cancer t cm some occupational sows. Breatt::rg excessrve amounts of, esoxatre sdica dust can also cause a disabling and W.entalhffatal lung disease called siba;ss, and tas been hakec wth odue. diseases. Sona =es suggest smoking may inc-ease rinse ns4s During installation or nandog. (11 n7rk in outdoor areas with arWo venolation (2;, use hoar cement sh:ars to• cultinc or,'oWe nct fcasrble, use a liardie8:3de° saw blade ano dust -reducing ocular saw attached to a HFPA vacut.nr; 3) aarr others in *,,m immediate area, (4) waw a prupedy-tined, FBOSH-approved dust mash or respirator (e g 1 95) in accordance with applicable novernmen' regulations and manufackrer irstructioas to turtne" li-nit respi. able sha exposures Donne clecr-up, use FI PA vacuums or wet cleanL.' merhods - never dry sweep. Fo, further inlmrauon, rater to our installation mstructoris anc Matenal Safety Data Sheet acailao,e at vamxjamesharde. co"n or by calking 1-8Yj-9H; #DIE (1-BDC g-'2-7343) FAILURE TO ADHERE To OUR WAWNGS. MSDS, AND INSTALL4TION INSTRI.=IONS MAY LEAD TO SERIOUS PERSONAL IN"Y O; DEATH rim HS1236 - P1/3 1/13 A -A >ia" 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 114" compliance with local building code 2" clearance between between James Hardie products surfaces, flashing and counterflashing clearance between requirements for clearance between James Hardie-, and decking material. shall be installed per the roofing manufacturer's instructions. Provide a the bottom of James Hardie products and the bottom edge of the siding and products and paths, Figure 7 minimum 1 "- 2" clearance between horizontal fashina. the adjacent fin,shed grade. steps and driveways. the roofing and the bottom edge of the Do not caulk gap - studFigure5scud 9 Figure 6 siding water resistve siding and trim. Figure 8 Refer to fig. 3 on page 1, siding j _ I I barrier i I p it .I _ L -2` min. i:concretefoundation 6" min. Maintain a minimum 1" gap betveen gutter end caps and siding & trim. Figure 9 gutter and end cap z1 -2;min deck material r-r Do not briege floors with HardiePanetO siding. Horizontal joints should alwa,,s be created between floors (tic.10). Water- i ,I 11ResistiveTIF Be ie %' Framing Figure 10 1 I/ Horizontal I Ip i\ I t Flooring Trim Sheathing fascia HardiePanef• BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 3z' or larger such as dryer vents should have a block of trim around point of penetration. s GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Eiectro-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 :he corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie products near the ocean, large bodies of water, or in very humid climates. Consult applicable product evaluation or listing for correct fastener type and placement to achieve specific design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, fill nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (for steel framing, remove and replace nail). NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB orplyry rood should only be used when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush 71 Countersunk, t fill &add nail Figure A Figure B de not under drive nails DO NOTSTAPLE J KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidewall. The root must be flashed with step flashing. Where the roof terminates, install a kickout to deflect water away from the siding. It is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 11, Kickout Flashing To prevent water from dumping behirid the siding and the end of the roof intersection, install a "kickout" as required by IRC code R905.2.8.3 : "...flashing shall be a min. of 4" high and 4" wide." James Hardie recommends the kickout be angled between 100' - 1 l0° to maximize water deflection Figure 11 • _ Sep Sunny wt SeY.adhertg /,/•. df-dtienip r rives mmrGnne'' D.V edge Ha ap i 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 dnven. If setting the nail depth proves difficult, choose a setting that under drives the nail (Drive under driven nails snug witn a smooth faced hammer- Does not apply for installation to steel framing). HS1236 - P213 8113 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, oib'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.1 DO% 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(D ColorPlUS(D 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 ColorPlusO Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePanela 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 ColorPlusO 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 parry touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. The following outlines the recommended applications for ColorPlus and Primed panels. Not all designs will be suitable for every application: Exposed fasteners or battens is the recommended application for ColorPlus panel products Do not use touch-up over fastener heads for smooth ColorPlus products - primed panel recommended For ColorPlus panel applications that require fasteners in the field, it is acceptable to use touch-up over fasteners for Cedarmill and Stucco panel only, but correct touch-up application is important. Some colors may show touch-up when applied over fasteners. Trim is recommended to cover joints when appropriate. PAINTING JAMES HARDIE° SIDING AND TRIM PRODUCTS WITH COLORPLUS• TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oiValkyd base paint, or powder coating on James Hardieo Products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage. application methods, and application temperature RECOG1nION In acce,dance w th ICC-ES. E,,duabon Remit ESR-1844, hard ePanel& vetcal sci-n is recogrized as a suitable alamate to that specified in- the 2006.2009, & 2012 Intemat oral Residerhal Cods for One -and Twci+annly Dw;lGngs and the 2006. 2009, G 2012 International BAdino tbde. Hart,ePanel vertical sid; rg z also recogneed for appticalan in the folloWrg. city of Los Angeles Resew Report No. 24862, Stave of Fiorry..a Lsting FL4889, Dam County Flog3a NOA No 02-0729 02. U.S Dept of HUD Matenais Release 1263c, Texas Department of Insurance Prudua Evaluation EC-23, City -of New Yom MEA 223-93-101 ano California DSA PA-019. These documents staulc aso be consulted for 3ddni+nal rrfomui6on concemirp tt'e sui:W;I,ty of this product for soecRc applications. b 2013 James Hardie Building Products. WI rights reserved. TM, SM and CO denote trademarks or registered trademarks of Additional Installation Information, s Janes HardieTectnology Lim -red E is a registered titi'arranties, and Warnings are available at JamesHardie uademark of James Hardie Technology Limited. vNAfi.jameshardle.CDm HS1236 - P3/3 6113 MIAMI•DADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 130ARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/eeonomy 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. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, Ce nSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I.Ogawa, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, Plant City, Florida, and the following statements: "ASTM C 1186 Type A compliant" and "Miami -Dade County Product Control Approved" is to be located on each siding plank or panel and per FBC 1710.9.2 and 1710.9.3 on soffit panels. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided•to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 13-0311.07 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 15-0122.04 MIAMIDADE COUNTY Expiration Date: May 1, 2017 Approval Date: April 9, 2015 03 f30120 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 1. Ogawa, P.E. B. TESTS "Submitted under NOA # 13-0311.07" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of HardiePlank, HardieSoffit and HardiePanel, prepared by Intertek Testing Services NA LTD, Test Report No. 100733361COQ-004, dated 08/24/2012, with revision 1 dated 04/25/2013, signed and sealed by Rick Curkeet, P.E. Submitted under ArOA # 02-0729.02" Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves P.E. 3. AT[ 16423-2 PA 202 & 203 03/18/96 A. N. Reeves P.E. 4. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 5' edition (2014) FBC issued by Ronald I. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa, P.E. ft 03/3,/ :Z4 1S Carlos M.. Utrera, P.E. Product Control Examiner NOA No. 15-0122.04 Expiration Date: May 1, 2017 Approval Date: April 9, 2015 1-1 WALL LENGTH LRQQLn1L DESCRIPTION Stud Spacing at 15' O.C. SEE HardiePanel®, Cempanel®, & D8--, ETAIL A . Prevail® Panel Siding materials are tr ;- r ! ~ 5/8" thick / 5 ply APA rated nonasbestos fiber -cement products tested in accordance with ASTM plywood sheathing in C1186 Grade 11, Type A and meeting i i i `.•-' E n aocordanoe with Florida the requirements of the Florida exYr '` `J Buld'ng Code Section Building Code. m : 23223 I PANEL DIMENSIONSWALL Koi69. 6`-7/1- '% Water resistive Width Length ThicknessEIGHT174 ! i barrier per Florida /16" Building Code Secfion 1404.2 DESIGN PRE5S1lRE RATING i 1 2. X 4" S-p,.6 Installation Design Pressure Wood studs Wood Studs -76 psf B ! - .- HardiePanel, Impact Resistant - Nails at 16" O.C. (typ.) S CTfON B-B Cempanel, Planks installed over 5/8" thick / 5 ply 3/8" Minimum Edge Distance Prevail Panel APA rated plywood sheathing Siding DETgI-4A Sheathing fastener, as described in FIARDIEPANEL CE VIPANEL„ QREVAILRANEL SIDMG 1NSTALI.1 T10N DETAILS Note 1 mo All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's i' installation recommendations, and the applicable sections of the Florida Building Code. Wood studs where HardiePanel, Cempanel, Prevail Panel Siding will be installed shall be Panel fastener, as described in designed by an Engineer or Architect per the Florida Building Code and the requirements of this Note 2 N,OA v6c`a Note 1] 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to the studs in 1 1 7 flarita accordance with Florida Building Code Section 2322.3. a The siding panels shag be installed over 5/8' thick /5 ply APA rater) plywood sheathing supportedWNWH. HardiePanel, Cempanel, i by a minimum of 2"X4" S-P-F wood studs spaced a maximum of IV'O.C. Prevail Panel Siding Note -1 The siding panel fastener shall be a 2' long, 0.223" head diameter, 0.092" shank diameter, corrosion resistant siding nail; the fasteners shall be spaced at 6" O.C. at panel edges a Corralt and intermediate studs; the fasteners shall be driven through the 518" thick / 5 ply APA rated plywood sheathing into wood studs located at 16" O.C. Water -resistive barrier per Fasteners shall have a minimum edge distance of 30' and a minimum clearance of 2" from Florida Building Code Section comers. 14042 HARDIEPANEL, CEMPANEI, PREVAIL PANEL 5/8" thick / 5 ply APA rated INSTALLATION DETAILS WOOD STUD CONSTRUCTION plywood sheathing fastened in accordance with Florida Building James Hardie Building Products, Inc. Code Section 2322.3 10901 Elm Avenue 2" X 4" S-P-F Wood Studs Fontana, CA 92337 The wall and soffit frames are to be designed Phone: 909.356-6300 s zE Fscu, NO owc NO REV by the Architect or Engineer of Record in Fax 909-427-0634 A PNL-PLKSOFF compliance with the Florida Building Code. Creator E Gonzales SCALE 1/2" = 'r Date: 4/242013 SHEET 'I OF 12 Fastener Spacing per Florida Building Code Section 2322,3 I I. FRt'k" J iCt IE D . e YI* W" the iuffh& Coft No -dl2 . Rt pia. i'R duct Coosa PRODLJCI' YEVLSw as conVVfing wish the Flari& BQdi%Co& 47AcaptrncatbI3-G y - Praamt Centma 16.00in. I• Fastener Spacing per Florida Building Code Section 2322.3 I I•I I. I I , Cladaing Framing Sheathing I tir r`l rrG COI/I,1.\`••j1`a N. 1 0 FRAMING NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-1/2' 16d COMMON NAILS (2 PER TOP AND FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE BOTTOM CONNECTION) NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE AHEATHING NOMINAL 5/8" THICK/ 5 PLY APA RATED PLYWOOD HARDIEPANEL, CEMPANEL, PREVAIL PANEL SHEATHING FASTENED IN ACCORDANCE WITH FLORID_ A BUILDNG CODE SECTION 23223 INSTALLATION DETAILS WOOD STUD CONSTRUCTION CLADDIX- Q THE PANEL IS FASTENED WITH 2" LONG, 0.223" HEAD .tames Hardie Building Products, Inc. DIAMETER, 0.092" SHANK DIAMETER, CORROSION _ 10901 Elm Avenue RESISTANT SIDING NAILS, PLACE NAILS 6" O.C. AT y s Fontana, CA 92337 PANEL EDGES AND INTERMEDIATE STUDS Phone: 909-356-6300 SIZE FSCM No DWG NO Fax 909-427-0634 A DM Creator E. Gonzales SCALE 1" = T-0" Date: 4/24/2013 SHEET 2 OF 12 1 i WALL HEIGHI WALL LENGTH SEE Stud Spacing at 16" O.C. DETAIL A B 1 _ 1 1 B i 518" thick 15 ply APA rated plywood sheathing fastened 013A ,r { to metal studs as described i in Note 1 Swide g alr(- R is ,d F STATE J i 0,, F OFi1 Nails at 6" O.C. (typ.) 3/8" Minimum Edge Distance OETA-tL A Sheathing fastener, asu described in Note 1 g wit i ibe Florida ` Panel fastener, as described in Note 2 HardiePanel® Siding r Water -resistive barrier per Florida Building Code Section 1404.2 5/8" thick / 5 ply APA rated plywood sheathing fastened to metal studs as described in Note 1. e o 20ga, 3-5/8" X 1-5/8" Metal C-stud The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. fri SF-CrJont--B Water -resistive barrier per Florida Building Code Section 14042 20ga, 3-5/8" X 1-5/8" Metal Catud HardiePanel, Cempanel, Prevail Panel Siding PRODUCT DESCREPriOi HardiePanel®, Cempanel®, & Ptevail® Panel Siding materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade 11, Type A and meeting the requirements of the Florida Building Code. PANEL DLMENSIONS Width Length Thickness 4' 8,9,10' 5/16" DESIGN P 3,ESSUF't>r RATfNG Installation Design Pressure Metal Studs -104 psf Impact Resistant — Panel installed over 518" thick / 5 ply APA rated plywood sheathing LJ&R- jl ELyCEMP&WLJE PEVAIL PANEL SIDING INSTALLATIOW DET&ILS All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardiePanel, Cempanel, Prevail Panel Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O,A. Note 115/8" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at 6"oc at panel edges and all intermediate supports using a No.B-18, 0.315" head diameter X 1-1/4" long bugle head screw The siding panels shall be installed over 518" thick / 5 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 3-518" X 1-5/8" Metal C-studs spaced a maximum of 16" O. C. Note 2] The siding panel fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-5/8' long` ribbed bugle head screw ("or screw shall have at least 3 full threads penetrating.metal framing): the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven through the 5/8" thick /5 ply APA rated plywood sheathing into metal studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers. HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Ina 10901 Elm Avenue Fontana, CA 92337 Fax 909-427-0634 A I IPNL-PLK•SOFF Creator. E. Gonzales Sceu:' 112" =1'-d" 1 Date: 424/2D13 ISHEET 3 OF 12 REV r 6.00in. - f— I I 6.01n. • I I . I I- i II I 6.00in. PRODUCTREV?SM C0UV1yngg wide the Fkwide No By Proftmt C,enea I I I•I II I• I 6.00in. I I II II I. I I Raaucr v><sFJ, I asronplyw& wah *a Fieea Aoo+l e No t* By aD e 0/ ERAMMING NOMINAL 20 GAUGE 3-5/8" X 1-5/8" STEEL STUDS 16" O.C. FASTENED WITH 5/8" WAFER HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATI-11N.9j 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 1-14' LONG BUGLE HEAD SCREW CLADDING THE PANEL IS 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 5.00in. Cladding Framing I II I Sheathing II I•I II II I I.I I.I I I I ' ,' t 21 STATE OF ' 4 S 0NAL- FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Fax 909-427-0614 A I IPNL-PLK-SOFF 1 Creator. E Gonzales SCALE V = 1'-0" Date: 4/24/2013 JSHFET 4 OF 12 Stud Spacing at 16" O.C. WALL LENGTH SEE I II /,///jj; I r`' ; I ! as aoe*ying u i6 f>e Fbcoa `ee WALL I i j BuiIdtCode e Q` . a-' HEIGHTF cgir# iictzBy MiowiI ad• Pro," Control = C I : •i ' L 31 sS10 N 3/4" Minimum Edge Distance Nails at 16" O.C. (typ.) QUA_I L A E yuegrf Fbrida 5 i 7-2.e9 1 Sheathing fastener, as described in Note 1 Siding fastener, as described in Note 2 HardiePlank, Cemplank, Prevail Lap Siding Water -resistive barrier per Florida Building Code Section 1404.2 5/8" thick /5 ply APA rated plywood sheathing fastened in accordance with Florida Building Code Section 2322.3 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. I B-B PRODUCT D77SCRIPi10N HardiePlank®, GemplankO, & Prevail® Plank Lap Siding materials 5/8"thick/ 5 ply APA are nonasbestos fiber -cement rated plywood products tested in accordance with sheathing in ASTM C1186 Grade II, Type A and accordance with meeting the requirements of the Florida Building Code Florida Building Code. Section 2322.3 PANEL_DJMENSIONS Water-resis6- Width Length Thickness barrier per Florida 59-1/2" 12' 5/16" Building Code Section 1404.2 DESIGN PRESSQLRE RATING 2"X 4" S-P-F Installation Design Pressure Wood Studs Wood Studs -92 psf Lap Siding Impact Resistant — 1-i/4" tall X 5/16" Planks installed over 5/8" thick 15 ply APA rated plywood sheathing thick starter strip I1A$DI)`PLAN.ICSEMPLANKLPREyAIItiL1 SIDINGJNSTl I_CATION D TAiLS All installation shall be done in conformance with this Notice of Acceptance, the manufacturers installation recommendations, and the applicable sections of the Florida Building Code. Wood studs where HardiePlank, Cemplank, Prevail Lap Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA Note 115/8" thick / 5 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Building Code Section 2322.3. Planks shall be applied horizontally commencing from the bottom course of the wall with 1AW wide laps at the top of the plank such that the exposure area of each plank is s 8-1/4" vertically. Note 2] The siding fastener shall be a 2-1/2" long, 0.223" head diameter, 0.092" shank diameter, corrosion - resistant siding nail; The siding is fastened:5 8-1/4" O.C. vertically and 16" O.C. horizontally; fasteners are driven into wood studs through 5/8" thick / 5 ply APA rated plywood sheathing, fasteners are placed in the overlapping area approximately 3/4' from the bottom edge of the overlapping plank. Vertical joints shall be placed over studs. The planks shall be installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum of 2"X4" S-P-F wood studs spaced a maximum of 16" O.C. Fasteners shall have a minimum edge distance of 3187. HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Phone: 909-356-6300 SIZE FSCM NO DWG NO RE Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator. E. Gonzales SCALE 1!2" = T-0" Date: 4/24/2013 sFIEET 5 OF 12 Fastener Spacing per Florida Building Code Section 2322.3 - - - - 0.75in .—.; - Y' Rol]Uer RE 'LSFD aFwM0yMSw &16elkrifs 8m1a2s Cb* Tade Product Ca tr> 58. 25in. FRAMING 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 COMPUANCE WITH THE FLORIDA BUILDING CODE SHEATHING NOMINAL 518" THICK / 5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 2322,3 CLADDIJ G PLANKS OVERLAP 1-114" THE EXPOSURE IS s8-1/4" THE PLANKS ARE FACE NAILED WITH 2-1/2" LONG, 0.223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION - RESISTANT SIDING NAILS, -PLACED 3/4" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION 1 . I Fastener Spacing per Florida Building Code Section 2322.3 I I• 6 in. Cladding Framing Sheathing A as vnaypi+rid'ttre Florida ` Ar Corr rS zN No. 12111 ZzBV - 0 STATE OF Qz ss oNA FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND(,,VI`fY1LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 910901ElmAvenueFontana, CA 92337 Phone: 909-356-6300 Size FSCM NO DWa NO REV Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator. E. Gonzales SCALE 1" = It-o" Date: 4/24/2013 SHE;r 6 OF 12 Stud Spacing at i -- - --- - - --------- * r-- - - ------•----------------------n-------- — I j I PROrMICTREUtsm WALL I n11. l. i Ht=GHT , i j I al- By 41 I I Yrodn><xCaef l i .. I I I .I I II it . li w Flam ...... .......L 1 L ' a „ SS1ONAI_ 3/4" Minimum Edge Distance Nails at 16 O.C. (typ.) - DETAlL 1 PRabucr Vv%m Iby JAfimi 11 nM ei Sheathing fastener, as described in Note 1 Siding fastener, as described in Note 2 HardiePlank, Cemplank, Prevail Lap Siding Water -resistive barrier per Florida Building Code Section 1404.2 5/8" thick /5 ply APA rated plywood sheathing fastened to metal studs as described in Note 1 SEE DETAIL ILPQQL C7 DESC_9[PTiON A HardiePlankS, CemplankS, and 518" thick / 5 ply APA Prevail® Plank Lap Siding materials rated plod are nonasbestos fiber -cement sheathing fastened products tested in accordance with to metal studs as ASTM C1186 Grade II, Type A and described in Note 1 meeting the requirements of the Florida Building Code. Water -resistive barrier per Florida PLANK DIMENSIONS Budding Code Width Length Thickness Section 14042 5 9-1/2" 12, 5/16" 20ga, 3-5/8" X 1-5/8" DESIGN PRESSUgE RATtfVG Metal C-stud Installation Design Pressure HardiePlank, Metal Studs -92 psf rnplank, Prevail SECT10 Lap Siding Impact Resistant -- g. g 1-1/4' 1211 X 5116" Planks installed over 5/8" thick / 5 ply thick starter strip APA rated plywood sheathing HARDIEPLEINK CEMPLANK PREVAIL LAP $iDING INSTALLATIQTJ DEgIJ S 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 HardiePlank, Cemplank, Prevail Lap Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. Note 1] 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at 6"oc at panel edges and all intermediate supports using a No.8-18, 0.315" head diameter 1-1/4" long bugle head screw Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4" wide laps at the top of the plank such that the exposure area of each plank is:5 8-114" vertically. Note 21 The siding fastener shall be a minimum No. 8-18, 0.315" head diameter X 2-1/4" long" bugle head screw over metal studs ("or screw shall have at least 3 full threads penetrating metal framing); The siding is fastened s 8-1/4" O.C. vertically and 16" O.C. horizontally; fasteners are driven into metal studs through 5/8" thick 15 ply APA rated plywood sheathing, fasteners are placed in the overlapping area approximately 314" from the bottom edge of the overlapping plank. Vertical joints shall be placed over studs. The planks shall be installed over 5/8" thick 15 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 3-5/8" X 1-5/8" Metal C-studs spaced a maximum of 16" O.C. Fasteners shall have a minimum edge distance of 3/8". HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 20ga, 3-5/8" X 1-5/8" Metal C-stud Phone: 909-356-6300 s,zE scM r o owo vo Rev The wall and soffit frames are to designed Fax 909027-0634 A PNL-PLK-1 by the Architect or Engineer of Record in compliance with the Florida Building Code. "Creator. E. Gonzales SCALE 1/2" =1'.0" Date: 4/24/2013 SHEET 7 OF 12 0.75in as CO'O* wi3h the fkcws 11 bb T- By i Ax4 hod 58.2I5in. FRAMING 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 SHEATHJNG 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 FLANKS OVERLAP 1-114" THE EXPOSURE IS 58-191 If THE PLANKS ARE FASTENED WITH NO. 8-18, 0.315" HEAD DIAMETER X 2-1/4" LONG CORROSION - RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACED 3/4" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION 6 in. 6.00in.00 I Cladding Framing Sheathing 5 o. 121 STATE OFZOR cs Of1 AL FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Phone: 909-356-6300 size FSCM No DW6 NO Fax 909-427-0634 A PNL-PLK-SOFF Creator E. Gonzales SCALE 1" = V-0" Date: 424/2013 SHEET 8 OF 12 WALL LENGTH Stud Spacing at 16" O.C. i ----- - - ............ j I Ii WALL IEIGHT i I •I I B 3/8" Minimum SEE .PRODUCT DESCRIPTION DETAIL A Hardie5offitm & Cemsoffit® materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade 11, Type A l and meeting the requirements of the Florida Building Code. SOFFIT DIMENSION$ 2^ X 4" S-P-F Width Length Thickness Wood Studs 4' 8' 1/4" PIi SI N PPDSSURE-RA_TIJrtG HardieSoffit, Installation Design Pressure Ae" Cemsoffit Wood Studs -70 psf Sf~C ON=B Nails at 4" C.C. (typ.)pReDtc; p,EvLsp PRODUCT REV.sFD Distance asC000yog -irk *a Floriidw Build ng Ck qhc F1oriA. we -dl ^.tiaeBoDdingCode No E3-,o 3 11..C— o DXL- BY 1W Pmduei iPrOdtl t ConaDi offrt fastener, as escribed in Note 1 HardieSoffit, Cemsoffit Minimum 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record In compliance with the Florida Building Code. OGAW,q`' No_ 4 21 STATE OF _:QZ N FLO RIOP: SIONAI- HARDI,E,90FEIT CRM!I OEEIT--EAt4E i-(IZSTT4LLATJON DETAILS All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Wood studs where HardieSoffit, Cemsoffit will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA The soffit shall be installed over minimum 2"X4" S-P-F wood studs spaced a maximum of 16" O.C. Note 11 The soffit fastener shall be a 2" long, 0.223" head diameter, 0.092" shank diameter, corrosion resistant siding nail; the fasteners shall be spaced at 4" O.C. at panel edges and intermediate studs; the fasteners shall be driven into wood studs located at 16" O`.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from corners. HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Fnone: 909-356-6300 size FscM nn Fax 909-427-0634 A Creator. E. Gonzales SCALE 12"=1'-0" DWG NO PNL-PLK-SOFF Date: 424/2013 9OF12 REV 4.o0in. 16.00in. Cladding Framing 4,00in.1 PRObUCr REWWD PRowcru E;ww \, O GA IN conwirins VIA 16e florAs as oowptyiW with me blonds ixpivs thee. 17 N0. 121 ae=aDmw Proaua r e.a STATE OF ZF s' S/0 N M- NQ NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-1/2' 16d COMMON NAILS (2 PER TOP AND BOTTOM FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE CONNECTION) NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL. AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CLA. DDl1 IG THE SOFFIT IS FASTENED WITH 2' LONG, 0.223" HEAD HARDIESOFFIT, CEMSOFFIT PANEL DIAMETER, 0.092" SHANK DIAMETER, CORROSION INSTALLATION DETAILS WOOD STUD CONSTRUCTION RESISTANT SIDING NAILS, PLACE NAILS 4" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS James Hardie Building Products, Inc. 1 D901 Elm Avenue Fontana, CA 92337. Phone: 909-356-6300 SIZE FSCM NO MG NO Rev Fax 909-427-0634 A PNL-PLK-SOFF t Creator. E. Gonzales SCALE 1"=1'-0" Date: 4/24/2013 SHEET 10 OF 12 WALL LENGTH SEE PRQTLQ(T DESCRIP7 ON Stud Spacing at 16" O.C. _ D TAIL A HardieSoffit® & CemsoffitO materials Rom__ I I I are nonasbestos fiber -cement products WALL HEIGHT'! I I. J• - I -g B---j DET.A L_A 1 1 I I 3/8" Minimum tested in accordance with ASTM C1186 i `- -- I } Grade 11, Type A and meeting the i 1 requirements of the Florida Building Code. 20ga, 3-5/8" X 1-5/8' SOFFtr D[MENS[ONS Metal C-stud Width Length Thickness HardieSoffit, I i Cemsoffd DESIGN[ PRESSURE RAT}NG i I Installation Design Pressure i. Metal Studs -559f i... GA j +— SECTlQN_B& IPRdDUCTBEVMW --- PRODIiCi iilcVLtED Nailsat6' O. C. (typ.) On Florin 15 O°" s with the flalids Distance t fastener, as ribed in Note 1 HardieSoffit, Cemsoffit 20ga, 3-5/8" 4 1-5/8" Metal C=stud LThe wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. 25 C.R.W. &nldaeg Code N U. 2 i CodyAeccpfettvh{o //'C % / AVOWOM r Z EupiraL 4 / ? -V 7 o S7ATc of By r,. dK+c >? ne„ ec.+e,a F; =0R1 ifar ` L s 4A LN j `,t iARDIE SOFF T,CEMSOFFIT ANEL_INS_T_ALLATIOty DECAILS All installation shall be done in conformance with this Notice of AcceptariM!9WMAufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardieSoffit, Cemsoffit will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA a The soffit shall be installed over minimum 20ga, Nominal 3-5/8" X 1-5/8" Metal C-studs spaced a maximum of 16" O.C. Note 1] The soffit fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-114" long` ribbed bugle head screw (*or screw shall have at least 3 full threads penetrating metal ' framing) -, the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven into metal studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from corners. HARDIESOFFIT, CEIVISOFFIT PANEL INSTALLATION DETAILS METALSTUD CONSTRUCTION ImpJamesHardieBulldingProducts, Inc. 10901 Elm Avenue Fontana, CA 92337 Phone. 909-356-6300 SIZE FSCM NO DAG NO REV Fax 909-427-0634 A PNL-PLKSOFF 1 Creator. E. Gonrales. SCALE' 12" = 1'-0" Date:.4124/2013 1 SHEET 11 OF 12 I Cladding Framing X6.00in. PRODUCC REVISED a b., w" the FJb" PRODUCT REVi Sm R Code S I as A, v im *0 Ftorids eoq«ne ib Z gtd aOode - ffAWA r N//ii ii AcCePtMew NI, tit' f odua '•.ro pep rlvm ,. 7 Miami Bad.- Pro&= C—M, 1 y 2 2 C 9. FLoR\- ssiorvA4 FLAMING 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 PROVID12 ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CLADDING HARDIESOFFIT, CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO. 8-18, 0.315" HEAD INSTALLATION DETAILS METAL STUD CONS CRUC1lONDIAMETERX1-1/4 " LONG CORROSION RESISTANTRIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 (B FULL THREADS PENETRATING THE METAL FRAMING), PLACE James Hardie Building Products, Inc. SCREWS IT' O.C. AT PANEL EDGES AND INTERMEDIATE _ _ 10901 Elm Avenue STUDS Fontana CA 92337 hone: 909-356-6300 SIZE FSCM NO DWG NO REV Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator. E. Gonzales SCALS 1" =1'-0" Date: 4124,2013 sHM 12 OF 12 Florida Building Code Online Page 1 of 2 R . e.-:[' _ ri Jd 1. L yam• s2 Firm BCIS Nome Login I User Registration Hot Topic { SubmitSurcharge Stats & Facts i Publications i FBC Staff i BCIS Site Map j Links Search j ba m4010_i ProductApproval r+USER: Public User Product Apormal Menu > Product or ADdhCabOn 5earCh > AoohCation Lis[ > Application Detail e FL # FL12194-R5 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Aluminum Coils, Inc. Address/Phone/ Email 5001 West Knox Street Tampa, FL 33634 813)249- 9743 grahman@aluminumcoilsinc.com Authorized Signature Gareth Rahman grahman@aluminumcoilsinc.com Technical Representative Paul Frost Address/Phone/ Email 5001 West Knox Street Tampa, FL 33634 813) 249- 9742 PFrost@aluminumcoilsinc.com Quality Assurance Representative Address/Phone/ Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden C Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R5 COI ALC15001 2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL. odf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 1986 Equivalence of Product Standards Certified By Sections from the Code http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGE VXQwtDquk24AUC%2fE... 9/7/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 06/14/2017 Date Validated 06/14/2017 Date Pending FBC Approval 06/19/2017 Date Approved 08/08/2017 Date Revised 09/06/2017 Summary of Products 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 R5 II ALC15001.2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL.DdfApprovedforuseoutsideHVHZ: 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 R5 AE ALC15001.2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL.odf Created by Independent Third Party: Yes Ka--_1 Neirt 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-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 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: Credit Card.-- Safe._._._-- http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQMDquk24AUC°/D2fE... 9/7/2017 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 tom, TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5T" EDITION (2014) Manufacturer: ALUMINUM COILS, INC. Issued June 6, 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, 1710.9 4 Properties: Wind Resistance REFERENCES En!L Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS This report is not for use in the HVHZ Design wind loads shall be determined in accordance with FBC Section 1710.9.4. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 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. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 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. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001 2 FL12194-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 ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel See Appendix D for dimension drawings. 3/8" JI-Channel Preformed nominal 0.016-inch thick, 3105.H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0 0135-Inch thick, 3105 H-14 aluminum soffit panels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit Ranels 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. z 12-CENTER VENT 12" SOLID PhNEL ALC15001.2 FL12194-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. CREEK LA 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 5t' Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. Ilnrrrr, R. • AR/''. 2017.06.06 No 74021 = /ZeG — 15:48:16 04'00' 3 STATE OF :: 0.• 4 O R ''1 P'• : Zachary R. Priest, P.E. ss, •.....•• C?, Florida Registration No. 74021 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) ALC15001.2 FL12194-R5 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 1710.9.4. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit — 12-inch o.c. Fastener Fastener Location Location 1 -1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16" Q4 Soffit — 16-inch o.c. Fastener Fastener Location Location ALC15001.2 FL12194-R5 Page 1 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. are CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location l T- Fastener Location Fastener Location l ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment t 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. 072-inch dia. x min. 3/16- 0 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16 inch inch head dia. trim nail t40.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 48 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. head dia. trip 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 48 16-inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. ALC 15001.2 FL12194-R5 2of8 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 Panel Attachment Substrate Panel Attachment Fascia'Cap Attachment = Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width' pso ' 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- 53.312-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spacedpanellap12-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 4-inch o.c. and securing each finishing nail with min. 3/16- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch O.C. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/16-inch head dia. trim nail 25.6 inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F-4 Max. Wood crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16-inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001.2 FL12194-R5 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. a. 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- 43.3 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. 1/4-inch crown x 1- 1o. ch leg staple spaced 0.072-inch diameter 16F-6 16 inch Wood inch leg staples in diamond pattern Wood panelo.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channels' ' Wall Connection Eave Connection System Panel MDP , No. Width psf) , Substrate J-Channel ti Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.5 16J 1 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 spaced 24-inch o.c. nail spaced 48-inch o.c. ALC15001.2 FL12194-R5 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP 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 2417-1 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 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 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 BO/ 24F-2 12-inch Wood smooth shank rafter with one Wood l eg 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 801 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch rina 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. ALC15001.2 FL12194-R5 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 2,= 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- One (1) min. 1 75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x 7d 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. 80/-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 2 FL12194-R5 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. r. 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 Y' pso, 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 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. ALC15001.2 FL12194-R5 Page 7 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 S TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with JI-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) 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. y.- One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch min. 2.25- staples in diamond batten or two (2) Wood le g staple spaced finishing nail with min. 60 ininch 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 batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.114- 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. rafter 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. 53.3 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 batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.2 FL12194-R5 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK nl TECHNICAL SERVICES, LLC INSTALLATION ALUMINUM COILS, INC Soffits Appendix B Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. Installation Detail ` Min 3/6" haol dia. nail with min. IN" enyayHnent(fur w,x] Rubstral;H) ol, m]n. o.U97" AL•.. 'L' hall or mull, wit] 1l9111 9111911E 1L w .:orwrel.m of black ara r1o!.ed nt-:. , FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 7'F' 12F-1 & 12F-3 CHANNEL W UCI, iiI1C 1'P.1, P_ or tll,J,:k Wall STAPLE SOFFIT TOV-LL- FASCIA BOARD #T50 I 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PANTED 5,5. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.2 FL12194-R5 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 L TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail r I I 31W KT%&D SOFFIT STAPLE OPEN RAFTER / STN4-Es x 1/4" DIAMOND PATTERN DETAILCROWNSTAPLES1 USING A DIAMOND W/ 1 -+ -3° Vents i PATTERN FACIA BOARD FASCIA CAP 12 F-2 3/4" X 1/4" CROWNJTRIMNAILFACIA BOARD 8" 11-3/4"'TRIM STAPLE ON CENTER NAIL P" F" CHANNEL CAN BE PAINTED S.S. 48" INSTALLED CAPWITHTHE0CFASCIA NAILING FLANGE UP OR 3/4" X 1/4" DOWN CROWN STAPLE SOFFIT -max. 12-inch span WOOD SFT SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001.2 FL12194-R5 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I OPEN RAFTER 3,1•s,w;U`, SOFFIT STAPLE GIST it1 L DIAMONDI DETAIL PATTERN FACIA 80AR0 iiT 3/4" X 11/4" CROWN STAPLE "24' JS.S. ON CENTER USING A DIAMOND PATTERN FASCIA CAP 3/4" X 1/4" CROWNFACIA B" 1— CHANNEL BOARD 1-3/4" TRIM NAIL STAPLE ON CENTER PscrewedtosolfitpAINTEDone(1) kB x S.S. 48"with FASCIA CAP 1/2" x 3/A" head O.C. dinmeLer screw, 3/4" X 1/4" 16" o.c. CROWN STAPLE SOFFIT —max. 12-inch span, SOIT WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001.2 FL12194-R5 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Ja- TECHNICAL SERVICES. LLC CREEK ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I J' TRIM NAIL I FASCIA BOARD PAINTEU S S. FASCIA CAP SOFFIT 1'4" CROWN STAPLE OPEN RAFTER FASCIA BOARD li 015/6, I•Nat 16F-1 SOFFIT &FASCIA 16F-5 DETAIL NI-_ FASCIA CAP, REFER TO SOFFIT L FASCIA F' CHANNEL-,-"' HANNEL DETAIL SOFFIT; MAX, 16" SPAN MASONRY SUBSTRATE ALC15001.2 FL12194-R5 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. GREEK LUM TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min. 3/6" head dia. nail with rnin. 1!f" engajement('for word suh.straLe) or min. 0.097" dia. T-nail or r;tub nail with min. 5/e" ongagement(fpr crncreto or black substr-ate) ., spac.-,d as nor_r,d above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16 F-3 F" CHANNEL Wood, CorrcreLe or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" 0. C. FASCIA LIP 1 /4" 1 PAINTED S.S. 1 .3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC 15001.2 FL12194-R5 5of12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. t, CREEK N TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Apoendix B System No. Installation Detail 3nwTVM `, SOFFIT STAPLE OPEN RAFTER DIAMOND PATTERN 3/4" X 1/4' 11 I D ETAILCROWNSTAPLESf 3/6 rvm USING A DIAMOND --.— +— srNs i PATTERN FACIA BOARD i FASCIA CAP 16 F-4 FACIA BOARD 1 3/4" X 1/4' CROWNjS.S. 8' STAPLE ON CENTER 1-3/4' TRIM NAIL P' F' CHANNEL CAN BE PAINTED S.S. 48' CAPINSTALLEDWITHTHE0CFASCIA NAILING FLANGE UP OR 3/4• X 1/44" DOWN CROWN STAPLE SOFFIT —max. 16-.inch span WOOD S SUBSTRATE SOFFIT & FASCIA D ETAI L ALC15001.2 FL12194-R5 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 TRIM NAIL I FASCIA BOARD PAIIJTEU S,S, FASCIA CAP SOFFIT CROWN STAPLE OPEN RAFTER I FASCIA BOARD 1"4' CROWN STAPLES SOFFIT & FASCIA USING A DIAMOND DETAIL 16F-2 & PATTERN: REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP: REFER / \ TO SOFFIT i FASCIA DETAIL 8„ F" CHANNEL--'--' HANNEL 3,a1SOFFIT: MAX. 16" SPAN l SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.2 FL12194-R5 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. F10 CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER 3/e= TVTWU` SOFFIT STAPLE DIST j 1-1 DIAMOND PATTERN 3/M iETVCEN/+ FACIA BOARD T I L I I I I STMLLS / 3/4" X 1/4" CROWN STAPLE "24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-1 CHANNEL — 1-3/4" TRIM NAIL PAINTED S.S. 48" O.C. SOFFIT —max. 16-inch span WOOD OR BLOCK SUBSTRATE 3/4" X 1/4" CROWN FACIA BOARD STAPLE "8" ON CENTER 1-3/4" TRIM NAIL PAINTED S.S. FASCIA CAP 3/4" X 1/4" CROWN STAPLE SOFFIT SOFFIT & FASCIA D ETAI L ALC15001.2 FL12194-R5 Page 8 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. L CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail ie 1 I- TRIM NAIL FASCIA BOARD PAINTED S,S. 1'r4- CROWN FASCIA CAP STAPLES SOFFIT USING A DIAMOND PATTERN: REFER TO 1'rc' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT b FASCIA DETAIL724F-1 8 24F-4 11.4" CROWN STAPLE - FASCIA CAP; REFER TO SOFFIT i FASCIA \ DETAIL / Nominal 1"a2" 57P 3/91BattenAnchoredtoSOFFIT; MAX, 24" F-CHANHfI Rafters with en! Td Ring Shank Hail at w000 SUBSTRATE every Rafter SOFFIT STAPLE DIAMOND PATTERN ALC15001.2 FL12194-R5 Page 9 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. T .'CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I J' TRIM NAIL FASCIA 60ARD PANTED S.S. i-}' SMOOTH SHANK FASCIA CAP ROOF PAILS5 I'4' CROWN STAPLE I TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24 F-5 CROWN STAPLE FASCIA CAP; REFER TO SOFFIT L FASCIA DETAIL Nominal I'•2' SYP BatLen Anchored to SOFFIT; MAX. 24' F- CHANNEL Rafters with one ld Ring Shank Had at every Rafter WOOD SUBSTRATE ALC15001. 2 FL12194-R5 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. L CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail ~' .. 2.. 1 " TRIM NAIL FASCIA BOARD PAINTED S S. 14DA i" i-NAILS FASCIA CAP SOFFIT 1"sJ' CROWN STAPLE I TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL 24F-3 & 24 F-6 I',4' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT L FASCIA DETAIL Nominal 1"12' SYD batten Anchored to SOFFIT, MAX. 24- F-CHANNEL Rafters -ith one 1d Ring Shank Nail at every Rafter MASONRY ALC15001.2 FL12194-R5 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ug-CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I t' TRIM NAIL FASCIA BOARD PAINTED SS. I"rr?' CROWN FASCIA CAP STAPLES USING A DIAMOND SOFFIT PATTERN; REFER TO CANTILEVERED Vxj" CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD I TRIM NAIL SOFFIT & FASCIA PAINTED S.S. DETAIL 24J-1 & I"x3" CROWN STAPLE 24.1-2 — -•— FASCIA CAP; REFER TO SOFFIT 1 FASCIA \ DETAIL / Nominal 1" X 2' SYP battens BY \ scabbed between rafters and SOFFIT; MAX. 24" 1-CHANNEL secured wth one (1) 7d ring shank nail stralght•nalled Ihmugh the ratter Into the end WOOD SUBSTRATE of the baften or two (2)7d \ ring s(lsnk nails loe•nailed on erlher side of the baftem el the baltenrrafler Intersection / SOFFIT STAPLE DIAMOND PATTERN ALC15001.2 FL12194-R5 Page 12 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 DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, Il, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V,,,t is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.2 FL12194-R5 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. yy: CREEK t~i ' TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B,- - Buildmg • + i Type ; 4Zone V'r 'Mean HeiB htf ft Basic Wind Speed r m h c y 120;'' t 130 y 140; 1 150 k 4 160 - 170 - 4- 180, 190, 200, i 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 4 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 5 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 1 -44.9 50.7 56.8 63.3 70.1 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 4 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 Enclosed 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 125 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 ALC15001.2 FL12194-R5 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK r TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C X" :" 4 - e.,- . . ->.- Design Wind Pressures for. Soffits`in.Ex osure:Ck. Building' Type Zone i Mean Roof Hei ht ft BasicWind'S eed.:mph) 120 130' f 140, 150 160'N' r ;. 176 180 190 20 21.7 25.4 29.5 33.8 38.5 43.5 78.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 4 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 Enclosed 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 5 1 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 4 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 Enclosed 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 5 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 ALC15001.2 FL12194-R5 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Desigrf-VVind Pressures for Sciffitg`in Exposure D7 XBuilding- Type Zone Mean Roof Hei6ht ( ft) BaSic Wind' Soeed rnph ), YA, - . I 120 130 -% 140,- 1501 1' 60 rl - -1[ 170;- 10- 8 1- 90 200 20 26. 0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27. 0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27. 9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 4 40 29. 4 34.5 40.0 45.9 52.2 58.9 66.1 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 49.1 54.4 1 60 20.2 23.7 27.5 31.6----F 3-5.9 40.5 45.4 50.6 56.1 ALC15001.2 FL12194-R5 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 318" F-Channel 3/8" J-Channel 3/4" 1/8" HEM T 7 3/4" 3/8" ISOMETRIC VIEW hI41IS lrl\ ISOMETRIC VIEW 3/8" PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.2 FL12194-R5 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. h GREEKe „e TECHNICAL SERVICES, LLC Fascia 3/4" 7/8" 1/8" HEM 6"FASCIA 7" BLANK 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001.2 FL12194-R5 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. F CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 0 25 T, r 0 125• IY. 18" 13LANK 3 / 8 PROFILE 21i5. pfv c5r1 v f]Of100 oaoo ALUMINUM COILS, INC Soffits Appendix D ALC15001.2 FL12194-135 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC 12" T4 Soffit 3/4"' 3 1/8" 7/8" 1 3 11 I _ 3 1/8" ALUMINUM COILS, INC Soffits Appendix D 1/2" \ w/ 1/2" 1/2" \\/ 1/r 1/2" 1/r 0 25' T'P 0 125` TYP 13.75" BLANK 3/8" PROFILE 111119111291 dadoo 000a 00000 000 0000o a. oao END OF REPORT ALC15001.2 FL12194-R5 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Florida Building Code Online Page 1 of 3 4tr + i. —• # ',•i. ma's. r 8rr:iiiiiNri I.i.Ed-fYiriiii Ft3ii::ir 3i'aifll BCIS Home j Log In User Registration Hot Topic ; Submit Surcharge Stats h Facts Publications ! FBC staff BCIS Site Map j Links Search b a Product Approval USER, Public User Product AoorovaI Menu > Product or ADphcatlon Search > Application List > Application Detail FL # FL7006-R9 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By 0 IKO Industries, Ltd 40 Hansen Road South Brampton, NON -US L6W 3H4 708) 496-2800 Ext200 rmetz001@tampabay.rr.com Robert Metz rmetz001@tampabay.rr.com Bob Metz REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727) 776-5261 rmetzOOI@tampabay.rr.com Don Shaw IKO Industries LTD 120 Hay Rd. Wilmington, DE 19808 717) 579-6706 don.shaw@iko.com Roofing Asphalt Shingles Certification Mark or Listing FM Approvals - CER Locke Bowden Validation Checklist - Hardcopy Received Standard ASTM D3161 modified to 110 mph ASTM D3462 ASTM D7156 Class H ASTM E108 Year 2009 2009 2008 2007 http://www. flori dabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3 K6... 9/7/2017 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 06/28/2015 Date Validated 06/30/2015 Date Pending FBC Approval Date Approved 07/06/2015 Summary of Products FL # Model, Number or Name Description 7006.1 Cambridge, Cambridge HD and CRC Laminated architectural fiberglass asphalt shingle Biltmore AR manufactured at IKO's Kankakee, IL; Hawkesbury, Ont.; Wilmington, DE; Sylacauga,AL and Toronto, Ont. plants Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-15- 2015 .r)dfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15.odfDesignPressure: N/A Other: FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 .Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 II IKO-133-02-01 Letter - Installation Instructions for FBC FL7006.pdf Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.2 Hip and Ridge 12 Cap fiberglass This is a 12" x 12" fiberglass asphalt shingle used to cover shingles the hip and/or ridge of an asphalt shingle roof system manufactured in Toronto, Ont. and Brampton, Ontario Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-15- 2015 .odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15 odfDesignPressure: N/A Other: FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 .odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 II Hip and Ridge Cap Shingle Installation Instructions.odf FL7006 R9 I1 IKO-133-02-01 Letter - Installation Instructions for FBC FL7006.1)df 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 HVHZ: Yes FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-15- 2015 odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15.odfDesignPressure: N/A Other: FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 .pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 II IKO-i33-02-01 Letter - Installation Instructions for FBC FL7006.pdF FL7006 R9 II Roofino- Products- Leading- Edge- Plus Application- EN(1).pdf Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006. 4 Marathon 25 AR, CRC Superglass 3 tab fiberglass asphalt shingle manufactured at IKO's M25AR Brampton, Ontario, Hawkesbury Ont., Toronto, Ont.; Sylacauga, AL and Kanakakee, IL plants http:// www.floridabuilding.orc,/pr/pr_app_dtl.aspx?param=wGEVXQNA tDgse7mYBd2b3K6... 9/7/2017 Florida Building Code Online Page 3 of 3 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-15- 2015 .odf FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15.odf FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 .Did Quality Assurance Contract Expiration Date 12/20/2020 Installation Instructions FL7006 R9 II IKO-133-02-01 Letter - Installation Instructions for FBC FL7006.1)df Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: Back Nest Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850-487-1824 The State of Flonda is an AA/EEO employer. Coovnaht 2007-2013 State of Flonda.:: Privacy Statement : • Accessibility Statement :: Refund Statement Under Flonda law, email addresses are pubiic 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 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: MM - Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3 K6... 9/7/2017 CONSTRUCTION MATERIALS TECHNOLOGIES March 30, 2015 IKO Industries, Ltd 120 Hay Rd. Wilmington, DE 19809 Re: FBC FL7006 Sir(s), PRI Construction Materials Technologies has completed a technical review and attached sealed shingle instructions in compliance the 2014 Florida Building Code. This review was completed based on the receipt of following evidence from IKO Industries, Ltd: 1) IKO Shingle Application Instructions — 3-Tab Shingles EN-3Tab_Appins_8AGXEFS-2012-11_reformatted 2013-02-rev07/13-Florida) 2) IKO Laminated Shingles Application Instructions EN -Laminated Appins_8TTEFS-2012-04_reformatted 2013-02-rev07/13-Florida) 3) IKO Hip and Ridge 12 Application Instructions EN-HipandRidge12_3HRTri-2013-08_reformatted 2013-08) 4) IKO Leading Edge Plus Shingle Application Instructions EN-3LEP-Tri-2012-06_reformatted 2013-03) 5) ASTM D3161 Test Report (FM Approvals Project No. 3040947) The attached instructions should be used in conjunction with the published manufacturer's application instructions and applicable code. In the event the instructions conflict, these instructions shall govern. Statement of Independence: PRI Construction Materials Technologies and/or Duc T. Nguyen, FL P.E. do not have nor plan to acquire a financial interest in any company manufacturing or distributing products for which the test reports are issued. Signed: /, ,/ /, C Signed: r u_,-t a Brad Grzybou(ski Duc T.fNduyen Managing Director Florida RbV9 .red Professional Engineer P.E. Number: 65034 Date: April 30, 2015 Date: April 30, 2015 Attachments: A) IKO Shingle Application Instructions - 3-Tab B) IKO Laminated Shingles Application Instructions C) IKO Hip and Ridge 12 Application Instructions D) IKO Leading Edge Plus Application Instructions IKO-133-02-01 PRI Construction Materials Technologies, LLC, 6412 Badger Drive Tampa, FL 33610 Tel 813-621-5777 Fax 81M21-5840 e-mail matenalstesting@pncmt com WebSite http /Mww pncmt com IKO Installation Instructions for Asphalt Shingles Page 2 of 5 IKO Shingle Application Instructions — 3-Tab Shingles ASTM D3161, Class F — IKO Marathon 25 AR and CRC Superglass M25AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2014 FBC. UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1 /2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (60°) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-5/8". STEEP SLOPES Le 6118' t2' I _ 1- NAILS NAILS DO NOT NAIL INTO OR ABOVE THE SEALING STRIP PRI Construcbon Materials Technologies, LLC 6412 Badger Drive Tampa, FL 33610 Tel 813-621-57T7 Fax 813-621-5840 e-mail matenalstesbng@pncmt com WebSile http:/MN+w pncnt.com IKO Installation Instructions for Asphalt Shingles Page 3 of 5 IKO Laminated Shingles Application Instructions ASTM D3161, Class F — Cambridge, Cambridge HD, and CRC Biltmore AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2014 FBC UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of 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". NAIL LINE 6 3r8`t NAILING - STEEP SLOPES APPLICATION Use sic nails as shown PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PRI Construction Materials Technologies, LLC 6412 Badger Dnve Tampa, FL 33610 Tel- 813-621-5777 Fax 813-621-5840 e-mail matenalstesbngQa pncmt.com WebSite http./Mww.pncmt com IKO Installation Instructions for Asphalt Shingles Page 4 of 5 IKO Hip and Ridge 12 Application Instructions ASTM D3161, Class F — IKO Hip and Ridge 12) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide. These shingles are designed for a 5 1/8" (130 mm) exposure. (For a neater appearance, the top of each side of each piece has been factory trimmed on a 1" (25 mm) taper (see drawing). Bend each piece over the hip or ridge, and nail 5 5/8" (143 mm) above the butt edge 1" (25 mm) in from each edge, exposing each piece 5 1/8" (130 mm). Apply hip pieces starting at the lower end of the hip, working up toward the ridge. On hip roofs, apply ridge pieces starting at each end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end opposite to the prevailing wind direction and continue to the other end. Note: To obtain a three-dimensional effect, (which is recommended, but not required), apply hip and ridge shingles double thickness by stacking 2 pieces on top of one another, the lower piece extending about 3/4" (19 mm) further than the top piece (see diagram). The final shingle should be set in cement, and the exposed nail heads of the final shingle should be covered with cement. Prior to application in cold weather, storing the shingles in a heated area will allow for easier bending. NOTE: SHINGLES MUST BE APPLIED PROPERLY. THEYARE DESIGNED FOR USEAS HIP AND RIDGE SHINGLES ONLY, AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS. WE ASSUME NO RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POOR APPLICATION OR FAILURE TO PROPERLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS. REVIEW ALL APPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS, AND REQUIREMENTS PRIOR TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS. TAPER CUT PRI Construction Materials Technologies, LLC 6412 Badger Drive Tampa, FL 33610 Tel 813-621-SM Fax 813-621-5840 email matenalstesting re. pdcmt com WebSde http./Mww.pdcmt.com IKO Installation Instructions for Asphalt Shingles Page 5 of 5 IKO Leading Edge Plus Application Instructions ASTM D3161, Class F — IKO Leading Edge Plus) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. 1. Apply any underlayment, eave protection, valley (lashings, or drip edges to roof deck as required. 2. Each 39 3/8" x 13 1/4" (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 min to 100 mm) from the eave edge, 4 nails per shingle. 7. Apply roof shingles as per the instructions printed on each product's package. Make certain the first course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus. In this way, the sealant on the IKO Leading Edge Plus shingles will adhere to the first -course field shingles and help keep them from lifting in high winds. PRI Construction Materials Technologies, LLC 6412 Badger Drive Tampa, FL 33610 Tel 813-621-5777 Fax- 813-621-5840 e-mail matenalstesting@pricmt com WebSite. http /Amw pncmt com Florida Building Code Online Page 1 of 2 M!m BC15 Home Lop In User Registration ! Hot Topics ( Submit Surcharge Stats & Facts i Publications I FBC Staff BCIS Site Map k Links Search I b a Product ApprovaldUSER, Public User Product Approval Menu > Product or Application Search > Application LiSt > Application Detail FL # FL2346-R5 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived I Product Manufacturer Warrior Roofing Manufacturing Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 115 Steven@WarriorRoofing.net Authorized Signature Steven Crew Steven@WarriorRoofing.net Technical Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven @ WarriorRoofing. net Quality Assurance Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven@WarriorRoofing.net Category Roofing Subcategory Underlayments Compliance Method Test Report Testing Lab PRI Construction Materials Technologies, LLC Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 10/05/2019 Validated By Jesus Gonzalez, P.E. D Validation Checklist - Hardcopy Received Certificate of Independence FL2346 R5 COI PRI CMT Cert of Independence.odf Referenced Standard and Year (of Standard) Standard Year ASTM D226 2006 ASTM D4869 2005 Equivalence of Product Standards Certified By I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQNA,tDgtOc8bnSknRps9... 9/7/2017 Florida Building Code Online Page 2 of 2 Documentation from approved Evaluation or Validation Entity C?Yes ONo ON/A Product Approval Method Method 1 Option B Date Submitted 02/13/2015 Date Validated 02/13/2015 Date Pending FBC Approval Date Approved 02/19/2015 Summary of Drnri—tc FL # Model, Number or Name Description 2346.1 15 and #30 roofing felt ASTM D 226 Tested Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2346 R5 II InstallationInstructions,Ddf Approved for use outside HVHZ: Yes Verified By: PRI Construction Materials Technologies, LLC Impact Resistant: N/A Test Reports Design Pressure: N/A FL2346 R5 TR 15A Test Reoort.Ddf Other: Primary roof covering should be installed FL2346 R5 TR 30A Test Reoort.Ddf immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. 2346.2 15w and 30w roofing felt ASTM D 4869 Tested Limits of Use Installation Instructions Approved for use in HVHZ: No FL2346 R5 II InstallationInstructions.pdf Approved for use outside HVHZ: Yes Verified By: PRI Construction Materials Technologies, LLC Impact Resistant: N/A Test Reports Design Pressure: N/A FL2346 R5 TR 15w Test Reoort.Ddf Other: Primary roof covering should be installed FL2346 R5 TR 30w Test Reoort.Ddf immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. Back Nert Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone 850-487-1824 The State of Flonda is an AA/EEO employer Coovriaht 2007-2013 State of Florida • • Pnvacv 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 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 tie made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here Product Approval Accepts: MM=AVM Credit Card__ . Safe http ://www. floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQwtDgtOc8bnSknRps9... 9/7/2017 WARRIORg ROOFING MANUFACTURING 4ft P. 0. BOX 40185 • TUSCALOOSA, AL 35404 • PHONE (205) 553-1734 • FAX (205) 5534755 193 LEROY ANDERSON ROAD • MONROE. GA 30655 • PHONE (770) 207-0695 • FAX (770) 207-0T75 g 323 DEVELOPMENT AVENUE • CHAMBERSBURG, PA 17201 • PHONE (717) 709-0323 • FAX (717) 709-0027 Roofing Felt Installation Recommendations Be aware that roofing felt should not be walked upon prior to fastening into position. Proper safety equipment is recommended for all installations. Also, the roof decking should be clear of debris and moisture prior to installation of the roofing felt. Roofing felt should be installed from the bottom of the roof in horizontal layers to increase the water shedding ability of the felt. The initial layer of felt should be installed to cover the bottom edge of the decking, from edge to edge. Overhang is not required. Anchor the top corner of the felt after it has been properly positioned and roll the felt out across the roof. Pay careful attention to roll the felt out smoothly, avoiding wrinkles as you move across the roof. The top edge of the felt should be fastened no less than every eight inches. The middle and bottom edge should also be fastened no less than every eight inches. Fasteners should be applied no less than every eight inches along the eaves. The next course of felt should also be aligned with the roof edge and should overlap the previous course two inches (sometimes referred to as head lap). In the event you get to the end of a roll prior to getting to the opposite edge of the roof, begin a new roll with a four inch overlap over the end of the prior roll (sometimes referred to as end lap). The same fastening pattern used on the middle and bottom of the initial course should be used for each subsequent course. For the top of each subsequent course, fasten intermittently to hold the top edge in place until the next course is applied. The fasteners in the bottom of the next course will hold the top of the previous course securely. Continue up the roof in this manner. Be sure to firmly fasten the top of the final course if it terminates at the top edge of the roof. Otherwise, overlap the felt over the ridge and secure then begin at the bottom of the other side of the ridge and repeat the process. In valleys, lay a vertical section of roofing felt the length of the valley prior to the installation of the horizontal runs of roofing felt. If you use more than one section of roofing felt in a valley, be certain to start at the bottom and overlap each subsequent length a minimum of two inches as you move up the shedding. In the event some wrinkles are created while fastening down a course of felt, slice the wrinkles and fasten them flat to the deck. Then seal the cuts with waterproofing cement. Installation of the primary roof covering (ex. Shingles) is recommended immediately after felt installation. NOTE: LOCAL BUILDING CODES MAY REQUIRE A DIFFERENT FASTENING PATTERN AND/OR SPECIFIC FASTENER TYPES THAN RECOMMENDED BY THESE INSTRUCTIONS. PLEASE CONTACT YOUR LOCAL BUILDING CODE ADMINISTRATOR FOR THE EXISTENCE OF REGIONALLY SPECIFIC FASTENING REQUIREMENTS. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION D Application No: 171 ZM_ 3 Iy dynm Vr ocumented$ 2 O© u Construction Value: $ i ; go•. Job Address: 2.4160 A(Xxu I I oo do Historic District: Yes NX Parcel ID: ' J Residential Commercial Type of Work: Ne Addition Alteration Repair Demo Change of Use Move Description of Work: Plumbing new residential construction - Plan Review Contact Person: f Y Title:riiff irri Phone: 407-323-7515 Fax: 407-323 8954 Email: info@api-orlando.com Property Owner Information Name Phone: Street: Resident of property? : no City, State Zip: Advantage Plumbing, Inc. Name I'VtiOX I 1 I / Street: Sanford, FL 32772 City, State Zip: Name: Street: Contractor Information Phone: 407-323-7515 Fax • State License No.: Architect/Engineer Informatio Phon Fax: City, St, Zip: E-ms Bonding Company: Address: Mortgage L 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: 51 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction a zoning. 17 Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date A Thomas Smith Print Contractor/Agent's Name AfktorW&,..rka.Smnh Date VNOTARY PUBLIC STATE OF FLORIDA Cove. GG136869 Expires 8/21/2021 Owner/Agent is _X_ Personally Known to Me Contractor/Agent is X Personally Known to Me or or 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: 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: COMMENTS: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: Revised: June 30, 2015 Permit Application Advantage Plumbing, Inc. Page No. 1 Proposal of 1 Page(s) Submitted To: Phone: - -- Date: 5-25-17 Name: Park Square Homes - Job Name: Milan; Wyndham Preserve; REVISED 5200 Vineland Road, #200 Orlando, FL 32811 We hereby submit specifications and estimates for.- 2 Water Closets, Sterling per spec, elongated. 3 Lavatories, owner provided. 1 Kitchen Sink, owner provided. 1 Tub, Sterling PerForma. 1 Hot Water Heater, Bradford White electric, 50 gallon, with stand. 1 Shower with vinyl pan. 1 Laundry box. 1 Ice maker box. 2 Hose Bibbs. 1 Disposal, Badger V. Hookup owner provided dishwasher. Sewer and water service. Uponor water piping. Moen valves per spec. Bid less costs of all sinks and faucets. We hereby propose to fumish labor and materials — complete in accordance with the above specifications, for the sum of: Three thousand five hundred eighty dollars $3,580.00 with payment to be made as follows: 30% upon completion of rough in; 30% upon completion of tub set; 40% upon completion of trim All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. This proposal subject to acceptance within 30 days and is void thereafter at the option of the undersigned. Authorized Signature ACCEPTANCE OF PROPOSAL The above prices, specifications and conditions are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. ACCEPTED: Signature Date PO BOX 1117 - SANFORD, FL 32772 - P (407) 323-7515'- F (407) 323-8954 ADVANTAGEPLUMBING@CFL.RR.COM le CITY OF SANFORD yY BUILDING S FIRE PREVENTION fpl Ian m Od T PERMIT APPLICATION Application No: Documented Construction Value: S Job Address: J Nl o ida y o l n n Uay Historic District: Yes No Parcel ID: O CResidentiaLoElmmercial Type of Work: Nei*Oy Addition Alteration Repair Demo Change of Use Move Dncription of Work: r jrI•4f l (1Cj II 10(k _ Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information - Name Phone. Street. Roident of property? Contractor Information J/ Nome _ INH Ff V&S TZ,-;Iti' Phone s/3-A/0,31/U3 LA -I 93a Street: / 034 Sk,&C PaL V Fax, City, state Ztp!(n'Mira FL 49L13 State License No: a/30051/0? Architect/ Engineer Information Name. Phone Street Fax, City, St, Zip: E-mail: Bonding Company Mdrtgage 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 Apphuoon is hereby male to abtun . permit ro do the work and Installmons u tndmated 1 comfy th. ro work or mstallat— has commenced prior to tk issuance of a permn and that all work wll be performed to meet standards of ill laws rerylannS censuucbon n this lurudlchon 1 understand that a separate pereen must be secured for elect neat work, plumbing,alxna, wells, pools, forna< es, bmlen; heaters, tanks, and air eondnlonen, ete FEC 105 d Shall be —mbed rah the date of apPlicate.a and the rode In rrrra a orth.t date- Sr Ed,non (701J) Fl.r,da Buddlna C.de ar .- tune xl 7015 Fame AVVhnnm IOncE- In addns n to the r.qu of this pc,.,,.here may be additional restncnons apphubl, to thisproperty ih.t may be ound inthe public records of this county ang there may be addnion.lpermns tegwred from other governmental entities such a ..•.ter _ n.n.gen ent d1--s, slue agen , or federal agenuet t- Acceptance of perm. is—ficanon that L will ruff the owner of the property of the requirements of Florida Lten L.w, Fr5 717 i The City of S.nford requires payment of. plan review fee at the nine of pvmtt submmal A copy of the .secured con n regwred in order to calcines.. plan review chug. and .,It be comtdered the esumned conssmcuon nlue of the job st the nine of,.bmsn.1 The actual m mcuon value wH be figured b.sed on the current ICC Valu.tion Table in effect at the time the perm ved, in t orlon,. wth local ordi...c. Should calculated charges Cgurod off the ......ed con-1 exceed the .etu.l mmtrucuon ..lire, credit will be applied to your permit fees when the Pennn is issued, - OWNER'S AFFIDAVIT I certify that all of the foregoing information is accurtste and that all work will be done in compliance with all applicable laws regulating construction an ning. s.luirtor owae/naaa am parurta c tworL..I Print Oww/µ[n't Name rrW Cmvxul.gmi t,Ntme i lgiw<of NatvySwa of FlwWa Data ltae fJum O'Clak Coarnisslm g GG151707 F.nirm Gctubel 15, 2021 ' Owner/Agent is _ Personally Known to Me or Contractor/Agent u nally Known to Pre - I Produced ID _ Type of,ID Produced ID _ Typ _ BELOW IS FOR OFFICE USE ONLY Permits Required: Building[] El4etrscal Mechamcal Plumbing[]Gu Roof[] Construction Type: ) Occupancy Use: Flood Zone: i Total Sq Ft of Bldg: Min. Occupancy Load: ----*ofStories: New Construction. Eleclnc - N of Ampa w Plumbing - N of Fixtures Fire Sprinkler Permit: Yes No Nof Heads Fire Alarm Permit' Yes El No APPROVALS ZONING UTILITIES WASTEWATER ENGINEERRdG. FIRE BUILDING l COMMENTS- t Eq. umansum CONTRACT IaEi:Ti iic - AGREEMENT - rAOa 3 4 z2aEm E: 1iJi -- DALE 6r212017 $ VE`3 PROPERLY OWNEROHIS S AGENT: ypap ff ELECTRICAL CONTRACT REVISED --- PARK SQUARE HOM1;S I- WITH CFL BULBS Furl: GAS/ELECIRiC A2aaryl. 5200 VINELAND RD uaw, ORLANDO Cam. ORLANDO I mm: FL GD:Y SANFORD mm.. FL I 1 WYNDHAM PRESERVE PLAN SERVICE SIZE SQ FT A/C SYSTEM PRICE ARCELONA IOOA 2392 lG LW HUT NW, 60A 6,fi63 00 5-TON AC 24W, SOA CARNIVAL 200A 2402 1GAW HEAT 24W, 60A 6,667. 00 LroN AC 24W, sa CYPRESS 200i1 3449 lo- W NUT 24W, BOA 9,477, 00 LTON ACNW, SOA GLASTCIN•URY 200A 2798 lo-aW NUT A 24W, 606,992. 00 LTON AC 210J, SQA MADRONA 200A 2091 kW HEAT 24W, SOA 5,74000 TON AC 24W, 40A MARII 200A 1966 kW HUT24W,SOAGATE 5,456 00. TON AC NW, 40A MEU 200A 2107 LM NUT 24W,%AOURNE 5,703 00TONAC24W, IOA MILAN 200A 1349 SAW HEAT 24OV, 35A 4,27900 3- roN AC 240J, 30A IFM6ROOlO: 200A 2570 1l k HUT 24W, WA 6,2a100 5- TONACNW, SOA IENNSAOO- 200A W. IOJW HEAT 24W, IOA 6,61600 Lion A[ 1107, SOA CONTRACTOR/OWNER: DATE EDMMON ELECTRIC: DATE: 1034 Skipper Road • Tampa, FL 3 13 -Phone (3I3)9I O-3103 ax'(813)910-RS46 • WwW Edmonso Electric cocom i- CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 11 ") S I Documented Construction Value: $ 4420 Job Address: 2416 Waxwing Way Historic District: Yes No Parcel ID: P#17-2899 Residential N Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: _ Install new 2.5 ton HVAC with duct work (2 bath fans and dryer vent) Plan Review Contact Person: Adlyn Rodriguez Title: Permitting Clerk Phone: 407-975-2762 Fax: Email: adlyn.rodriguez@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 Phone: 407-975-2762 Street: 7225 Sandscove Ct Fax: City, State Zip: Winter Park, FL 32792 State License No.: CAC 032444 Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH , YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be perfonned 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: 5th 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 ]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 applicd'to your permit fees when the permit is issued` OWNER'S AFFIDAVIT: I certify that all of the fore oing information is accurate and that all work will be done in compliance with all applicable laws regulati g 101structipn and zoning. T 12/28/2017 Signature of Owner/Agent Date Signature of C'omractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Know,n.to Me or Produced ID Type of 1D Kevin Stine Print Con actor/Agent's Name Signature o to KELLY WEBSTER Notary Public - State of Florida Commission # FF 978034 My Comm. Expires Apr 4, 2020 Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: Y , of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 .. Pcnnit Application DESCRIPTION AS FURNISHED: Lot 143, WYNDHAM ' PRESERVE, as recorded in Plat Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Norberto Santiago' & -Norma Dominguez; Park Square Enterprises, LLC a Delaware Corporation); PSH Title, LLC; Fidelity National Title of Florida, Inc.; FBC Mortgage LLC ISAOA/ATIMA , Lot 141 ; Lot 140 ; Lot 139 I I nrS8 SET 11I.R. 1 0SET 112- 4596 I. R. 45 6 y0h Tj 'gyp fir. T. gyp• Lot 1434 t, xc. C 20.00' 20. 00' 1 j `9l { 3.0'x3.0= V I 5. 00' AC PAD 5. 00' 14. 0 16. 0, COV'D. BRICK ^ 5.00' 14. 0 J ONE S70RY O L O t 144 RESIDENCE Lot 1422p O F.F.= 30.75' c O a O b O O 0 5.00' PORCH. 19.3' 5. 00, 16.1' BRICK DR. 25. 00' 25. 00' r' ON 10' UTIL. [LOIN_N•LIEESMT. y0 36. 00' ------------- P. C. 5 1 B I. R. 5' CONC. WALK S I. R. 4 45 6 S 89°40' 51 " W SETBACKS AS FURNISHED FRONT - 25'(•) 40. 00' 16 y0 1p 0 ry 0 REAR 20' SIDE - 5' (40' LOT) 60' LOT) 10 10' (75' LOT) TYAXTYING TYA Y SIDE STREET - 25' ( 60' & 75' LOT) 15' (40' LOT) 50' PRIVATE ROAD) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS, NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM PLOT PUN AREA CALCULATIONS OF (2) IN SUCCESSION AT 25' TOTAL LOT AREA 4,400 f SQUARE FEET PROPOSED Q FINSHED SPOT GRADE ELEVATIONS FUTWORK ON/OFF LOT TOTAL f SQUARE FEET FLATWORK PER DRAINAGE PUNS G DRIVE 400 109 - 509 t SQUARE FEET FOUNDATION/PAD 1740 t SQUARE FEET WALKS 40%200 - 240 f SQUARE FEET REAR PATIO PROPOSED DRAINAGE FLOW \ ykG 103 t SQUARE FEET LOT GRADING TYPE A QO FRONT PORCH DECK 72 t SQUARE FEET 0 SOD 20461 130 - 2176 f SQUARE FEET POOL DECK N/A t SQUARE FEET PROPOSED F.F. PER PLANS - 30.7' Q NOTE. FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CLIENT • NOT FIELD VERIFIED - CRUFSETNMETYE' ?—SCOTT & ASASFOC,, INC. — LAND SURVEYORS LEGEND - LEGCNO - P . PRAT roL • r INT DN LINE 5400 E. COLONIAL DR, ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 F • FIELD TYr, • TYPICAL VON . • IRPIPE it. G • POINTaF REVERSE CURVATURE IA • IRON ROD PCC, POINT OF COMPOUND CURVATURE NOTES. I. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTY BY THE FLORIDA BOARD OF CJL • CONCRETE MI)NUMENT RAA • RADIAL SET In. . 1/2' IR. •/ BLB 4596 Nit. NON -RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 8J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SEL•/ION 172.OT7, FLORIN STATUS 2. UNLESS EMBOSSED WITH SURVEYOR' S SIGNATURE AND ORIGINAL R41SED SM THIS SURVEY MAP OR COPIES ARE NOT VALID. REC. RECDVERED Vl. • WITNESS POINT PAB. POINT OF BEGINNING CALL. • CALCULATED 3. INS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEWR. THERE MAY BE OTHER RESTRICTIONS OR EASENEMS THAT AFFECT THIS PROPERTY, P.O.C. • POINT OF COMMENCEMENT PAX • CRMANENT REFERENCE MOMAIENT T. 10H 1. NO UNDERGROUND IMPROVEMENTS NAVE BEEN LOCATED UNlt35 OTHERISE SHOWN. NLD NAILT a DISK B. SL BUILINE LDING SETBACKLLt E B. THISSURVEY13PREPAREDFORTHESOLEBENEFITOFTHOSECERTIFIEDTOANDSHOULDNOTBERELIEDUPONBYANYOTHERENTITY. R/V RIGHT-OF-VAY ax • BENCHMARK ESMT. • EASEMENT BJ. VASE BEARING B. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY ONES. 7. BEARINGS, ARE BASSO ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) DRAIN DRAINAGE UTIL. . UTILITY B. ELEVATIONS,, 1F= SHOWN. ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929. UNLESS OTHERWISE NOTED. CLIC. CHAIN LINK FENCE B. CERTIFK ATE OF AUTF MZARON No. 4596. VDFC. • VOOD FENCE c/B • CONCRETE BLOCK P. C. • 'DNT OF CURVATURE SCALE I-- I- - 20 --4 1 DRAWN Or MLT P.T. • POINT OF TANGENCY DESC. DESCRIPTION DATE CERTIFIED BY., ORDER --- R RADIUSPLOTPLAN 09- 08-2017 3849-17 LD • oaTLiENGTH FORMBOARD FOUNDATION/ELEVS. 12-07-17 5538-17 c • EHaRO C.R. CMORD REARING NORTH nWL/ELEVS. 04-12- 18 2139-18 SkMib THIS BUILOINO\PROPERTY DOES NOTUEWITHINTHEESTABLISHED100YEARFLOOD PLANE AS PER FIRM' EYER, RLS. / 4714 R.LS ZONE X'MAP / 12117CO090 F ( 09-28-07) 4801 lx-NG Or Duct Leakage Test Report Prescriptive or Performance Method Jurisdiction: Permit#: 11 - 28gq Job Information Builder: SIL4C - Community: 10y rk4-1Vc+M Lot: 14 3 Address: 24(to Wq-x/wtn wccy Unit: City: State: FL- zip: 3 2 -?-) 3 Duct Leakage Test Results O Prescriptive Method *Performance Method System 1 2 cfm25 System 2 cfm25 System 3 cfm25 Sum of any additional systems cfm25 Total of all systems 2" 7 cfm25 OPrescriptive Method cfm25 (Total) To qualify as "substantially leak free" Qn 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 R403.2.2 Performance Method cfm25 (out or Total) To qualify as "substantially leak free" Qn must not be greater than the proposed duct leakage Qn specified on Form R405-2014 21 + \ ?;q 7 0.0200 Qn Total of all Total Conditioned Leakage Type selected Qn specified on Form systems Square Footage on Form R405-2014 R405-2014 (Energy Calc) Energy Calc) PASS OFAIL Pro P . t- CI Lo . o 3 Testing Company Company Name: 15 Lightyears, Inc Phone: (855) 438-1515 1 hereby verify that the above duct leakage testing results are in accordance with the Florida Building Code requirements with the selected compliance path as stated above, either the Prescriptive Method or Performance Method. Date of Test: ter--7 Signature of Tester: Printed Name of Tester: Chris Gomez License/Certification #: K51 QPR Issuing Authority: RESNET