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HomeMy WebLinkAbout2437 Waxwing WayAMOUNT DUE 5,759.00 STA RECEIVEDTBY:DMI_S 149 CO% " SIGNATURE: PLEASE PRINT NAME) DATE: ti 3 i 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 fJ 2-FINANCE 4-LAND MANAGEMENT ( I' 3 DI - 0 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100007 BUILDING APPLICATION #: 17-10000794 BUILDING PERMIT NUMBER: 17-10000794 qq DATE: October 30, 2017 UNIT ADDRESS: WAXWING WAY 2437 17-20-31-502-0000-1630 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 V NELAND ROAD SUITE 200 ORLANDO FL 32811 LAND USE: WYNDHAM PRESERVE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 2437 WAXWING WAY WYNDHAM PRESERVE LOT 163 SFR DETACHED FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Housing 705.00 1.000 dwl unit 705.00 ROADS -COLLECTORS N/A Single Family Housing .00 1.000 dwl unit 00 FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD Single Family Housing 54.00 1.000 dwl unit 54.00 SCHOOLS CO -WIDE ORD Single Family Housing 5,000.00 1.000 dwl unit 5,000.00 PA 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 NOTE** PERSONS ARE ADVISED THAT TIJIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PE IT. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE 'POP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. t 11i1111 ll!! 11111111111 1 1 IIII II11 I1- MALT` I: MINOLE COUNTY t C1_ERK D(F ".1RUJI1 COURT & COVIFTROLLEF. I PK 91-1.I1 F; 8'7 t . t CLERK'-6 r 2l•11712LO32 r I FiECOF;DED i2r'11/21--117 IJp,:l:;:'=r4 i h1 f ! r'EC:ORDIWl FEED iiJ:itil RECORDED B'i hdavore I I THIS INSTRUMENT PREPARED BY: Name: Michelle Brana I Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 I NOTICE OF COMMENCEMENT Permit Number: 17-3309 + Parcel ID Number: I 17-20-31-502-0000-1630 t i 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. ` I 1. 'DESCRIPTION OF PROPERTY: (Legal description, of the property and street address if available) Lot 163 Wyndham Preserve Plat Book 81 / Pages 93-102 2437 Waxwinq Way, Sanford FL 32771 2. GENERAL DESCRIPTION OF IMPROVEMENT: w 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 f Interest in property: Fee Simple ' Fee Simple Title Holder (if other than owner listed above) Name: - Address: 4. CONTRACTOR: Namel: • Park Square Homes 4 Phone Number: 407-529-3000 Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 5. SURETY (if 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 I' 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. + Name: I Phone Number: Address: r 8. In addition, Owner designates of to receive a` copy of the Lienor's Notice as provided in Section 713.13(1)(b),.Florida Statutes. Phone number: 9. -Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) I ' 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. Vishaal Gupta, Executive Vice President. Signature of Owner or Lessee. or Owner's or Lessee's (Print Name and Provide Signatory's Tifle/Office) Authorized Officer/Director/Partner/Manager) / State ofCounty of The foregoing !It' s strument was acknowledged before me this day of C C-L '0S lt' 20 by H_/1-!_ L-- vly r rT ct,- Who Is personally known to me-Q-09 Name of person making statement who has produced Identification type of Identification produced: ti Y iy:., n r 0. ARUNA BALA GOEL MY COMMISSION #FF15. 1106 or r{ EXPIRES December 14, 2018 401 300.0153 FlorldeNotaryService.com v CIERTIFIED COPY GRANT MALOY CLER:fGFTf e': f UI?CC1Ul T APJL' CG'4i41! S ? 7 SEh` NQIE r r!TY.;E P,IDA BY Date i54r 7• CITY OF SANFORD NOV 1 ilil (fi BUILDING & FIRE PREVENTION PERMIT APPLICATION D BC Application No: Documented Construction Value: $ Job Address: 2437 Waxwing Way, Sanford 32771- (Lot 163) Historic District: Yes No Parcel ID: 17-20I31-502-0000-1630 Residential X Commercial Type of Work: New 0Addition 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 I3135 Fax: Email: mparkisona-parksquarehomes.com Property Owner Information Name Park Square Enterprises LLC Phone: 407-529-3000 NoStreet: 5200 Vineland Rd Suite 200 Resident of property? • I City, State Zip: Orlando, FL 32811 Contractor Information Name Park Square Homes/ Vishaal Gupta Phone: 407-529-3000 5200 Vineland Rd Suite 200 407-529-3001Street: Fax: i City, State Zip: Orlando, FL 32811 State License No.: CRC1330351 Architect/Engineer Information c Vl Arch. / MJS Home Designs Arch. 407-629-6711 v 1 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: C7 City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heat 1 rs, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code Revised June 30, 2015 Permit Application 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 1CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Vishaal Gupta Print Owner/Aee s Name o Date Signaturof N e of Honda ` Date A4Q ARUNA BALA GOEL MY COMMISSION #FF154106 w! fEXPIRES December 14, 2018 Owner/ Agent is..g,. - 0 Florid Nata arvice com Produced ID. Type of ID Permits Required Construction Type' Signature of Contractor/Agent Date Vishaal Gupta Print Contractor/A nt's Name /) SignatIrre Nota onda Date ARUNA BALA GOEL isMY COMMISSION #FF154106 EXPIRES Decor e r 14 201a Contractor/ Agent isp lly FRffl at llo togbrvlc:°. om Produced ID ype o BELOW IS FOR OFFICE USE ONLY Building© Electrical©' Mechanical®' Plumbing[' Gas[]Roof 16 Total Sq Ft of Bldg Occupancy Use: (Z.3 Flood Zone: Min. Occupancy Load: Q # of Stories: New Construction: Electric - # of Amps I Plumbing - # of Fixtures IG, Fire Sprinkler Permit: Yes No [X # of Heads APPROVALS: ZONING:(?,((I 7 UTILITIES: ENGINEERING: K'CG \1-Lk-k1 FIRE: COMMENTS: , Ok to construct single family_home ack with-setbs and impervious area shown on plan. 53. ,8 `/o IaV., _ 4q InAav, -A, Gp Fire Alarm Permit: Yes No WASTE WATER: BUILDING: SE Revised June 30, 2015 1 Permit Application y7»o - fi d : l 1 NOV BY:____ _^ A 111_1 7_+1 13aI BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 I - 33 0 Documented Construction Value: $ 126,502.00 Job Address: 2437 Waxwing Way, Sanford 32771, (Lot 163) Historic District: Yes No Parcel ID: 17-20-31-502-0000-1630 Residential X Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move 1 Description of Work: Construction of new single family residence Plan Review Contact Person: Michelle Parkison Phone:407-529-3135 Fax: Title: Permitting Manager Email: mparkisone-parksquarehomes.com Property Owner Information Name Park Square Enterprises LLC Phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 Resident of property? : City, State Zip: Orlando, FL 32811 Contractor Information Name Park Square Homes/ Vishaal Gupta Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 No Phone: 407-529-3000 Fax: 407-529-3001 State License No.: CRC1330351 Arch. / MJS Home Designs Architect/Engineer Information Arch. 407-629-6711 Name: Eng. / Don Bolden Eng. , Phone: Eng. 386-668-7606 Arch./ 250 N. Wymore Rd. Suite B Winter Park FL 32789 Street: Eng./ PO Box 530783, Debary FL 32753 Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. ' Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit'and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51h Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county; and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date f t Signature of Contractor/Agent Date Vishaal Gupta Print Owner/AgeXs Name I ' I7 Signatur of N e of Florida Date rY 4 1 a....•.ti ARUNA BALA GOEL MY COMMISSION #FF154106 EXPIRES December 14. 2018 Owner/Agent is p 407 ' a Florid Nota Service.com yff Produced ID Type of ID Vishaal Gupta Print Contractor/A nt's Name Signa re Notaw stat ` orida Date eo ARUNA BALA GOEL kiiMY COMMISSION *FF154106 d EXPIRES Deco b r 14 2018Contractor/Agent is lly8poervgc°oProducedIDyp BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps• Fire Sprinkler Permit: Yes No # of Heads Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTEWATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revised: June 30, 2015 Permit Application r 877-1 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: 2437 waxwing way Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-1630 Phone Number: 407-529-3000 Email: ' The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) ' Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFICIAL USE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F 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 E The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: i BP# 17-3309 1 Reviewed by: Michael Cash, CFM Date: November 21, 2017 I Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & 9 9 Y tioR7- Landscaping in Right -of -Way www.sanfordfl.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 Kmwwhartibelow. size anti iocation or me existing ngnt—or-way ano use snap ue proviueu or appucaaon couia ue 1. Project Location/Address. T 2. Proposed Activity- Driveway 3. Schedule of Work: Start Date Wait rn Other Completion Date ( 4. Brief Description of work: Construction of new driveway for new single family residence This application is submitted by: Property Owner ZZ=__ Signature Address 5200 Vineland Rd Suite 200 Orlando, FL 32811 Print Name- Vishaal Gupta va w ur rw ug Emergency Repairs Phone: (407) 529-3135 Fax: Email: mparkison@parksquarehomes.com Date: / D / Maintenance Res ponsibilities!Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read a d understand the above statement and by signing this application I agree to its terms. Signature: Date: ///L) / / % 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 Official Use Only Fee: Utilities Approved: IkA U_ Engineering Site Inspected by: Special Permit Conditions: Date. Date: Date: Date: 1 k -21-Z611 Date: November 2015 ROW Use Driveway pdf LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: / 0 9 / % 1 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): The specific permit and application for work locajed at* Street AddAss) Expiration Date for This Limited Power of Attorney: 12/31Y17 License Holder Name: Vishaal Gupta State License Number: CRC1330351 Signature of License Holder: , STATE OF FLORIDA COUNTY OF Orange The foregoing instrument was acknowledged before me this day ofa4t6lae 201' 7, by Vishaal Gupta ho is ¢(personally known to me or who has produced as identification and who did (did not) take 4n oath. Notary Sea]) A BALA GOELh11SSION aYFF154106S agnDecember14, 2018d aNofaryService. com Rev. 08.12) Signfatl` n-- AZ i/4 A- 69-Z-4 Print or type name Notary Public - State of r Commission No. /ff—/ O & My Commission Expires: / / P i 'J, 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 l Illilf IIIII lillf lilll Illll ilfll Ifil IIII nK OF-!Rci;IT 0iA,.T & C06FTFOLLER CLERK'S t 2017078301 E;_CRC,,LO 0-_/!33 ,_ij7 ah CE=D GOC TO i-25,116.00 FEE; :'-.:•i? CORGED B'i hd•;nra 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 is 27 North SummL-rlin Avenue, Orlando, FL 32801 Grantor"), to PARK SQUARE ENTERPRISES, LLC, a Delaware limited liability company, whose address is 5200 Vineland Road, Suite 100, Orlando, FL 32811 ("Grantee"). Wherever used 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. WITNESSE-TH: 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 E 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.orgBrowserView/ 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: Print Name :y u,LE es Dee Print Name: R. Travis Rentz BRISSON INVESTMENTS LLC, a Florida limited liability company By: 14 Ro ert tkiss A ilRepresentative STATE OF FLORIDA j COUNTY OF ORANGE The foregoing instrument was acknowledged before me this 22 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 d„cPc ica i to " ary Public, ROWO TRWE RENTZ rr rwy1y Nottate of ona BWM nrcu Horn NA Lhft r Seal) Book8965/ Page145 CFN#2017078301 Page 2 of 4 http://officialrecordsbv. seminoleclerk.oraBrowserView/ 8/24/2017 FJ 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.org/BrowserView/ 8/24/2017 All r Pa,ge 1 of 1 Exhibit "B" Permitted Exceptions 1. Annexation Ordinance recorded October 13, 2005 in Book 5950, Page 1143. 2. City of Sanford Development Order No. 12-20 recorded August 16, 2012 in Book 7835, Page 76; re -recorded October 5, 2012 in Book 7870, Page 613; and corrected and recorded September 11, 2014 in Book 8330, Page 60. 3. Cooperation Agreement between Serengeti Properties, LLC, a Florida limited liability company and Brisson Investments LLC, a Florida limited liability company, recorded October 31, 2012 in Book 7889, Page 598 and Amendment to Cooperation Agreement recorded 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 0 Page 4 of 4 http://officialrecordsbv.seminoleclerk.orgBrowserView/ 8/24/2017 REQUIRED INSPECTION SEQUENCE PARK SQUARE HOMES SFR-DETACHED Permit # I'1 - 330q Address: 7-43'7 WA)AW iAY— .9w•,/ BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Pre our 20 Lintel / Tie Beam / Fill / Down Cell 30 Sheathing — Walls 30 Sheathing — Roof 40 Roof Dry In 50 Frame 60 Insulation Rough In 70 Drywall / Sheetrock 40 70 Lath Inspection 50 1000 Final Roof 50 1000 Final Stucco / Siding 80 1000 Insulation Final 1000 Final Single Family Residence 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 PLUMBING PERMIT y - 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 163 Milan A RHG - N Builder Name: One Stop Cooling and Heating Street: 2437 Waxwing Way Permit Office: City of Sanford 13UILp14 City, State, Zip: Sanford , FL , _j 77 f Permit Number## 1 _ 3 3 SANSOwner: Park Square Homes Jurisdiction: 69150( 0 Climate 9 Zone O&0DesignLocation: FL, Orlando County:: Seminole (Florida 2 O 1. New construction or existing New (From Plans) 9. Wall Types (1633.3 sqft.) Insulation 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 a 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 gallonsEF: 8. Floor Types (1349.0 sqft.) Insulation Area 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 Total Proposed Modified Loads: 44.86 Glass/Floor Area: 0.136 P Total Baseline Loads: 47.08 1 7.7ASS 1 hereby certify that the plans and specifications covered by Review of the plans and 4114E Sr4j, this calculation are in compliance with the Florida Energy specifications covered by this Code. DigiullysignedbyRarael calculation indicates compliance FOB, Rafael Izquierdo uq- with the Florida Energy Code. Date 2017103015-2929-04'00' PREPARED BY: Before construction is completed r -• DATE: this building will be inspected for compliance with Section 553. 908 a I hereby certify that this bull g, a designed, is in com nce Florida Statutes. with the Florida Energy C e. OWNER/AGENT: BUILDING OFFICIAL: DATE: O o DATE: Compliance requl es certification b e air handler unit manufacturer that the air handler enclosure qualifies as certified factory -se din acco 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. 10/30/2017 3: 27 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 Y4f'J `LhG).3a FORM R405-2014 PROJECT Title: Building Type: Owner: of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/ Existing: Comment: Lot 163 Milan A RHG - N User Park Square Homes 1 One Stop Cooling and Heatin City of Sanford 691500 i Single- family f 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: Street Address Lot # 163 Block/ SubDivision: WP PlatBook: Street: 2437 Waxwing Way County: Seminole City, State, Zip: 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 SA Emitt Emitt Deck Pitch Absor. Tested Tested Insul. (deg) 1 Hip Barrel tile 1509 ft2 0 ft2 Dark 0.9 N 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1349 ft2 N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1349 ft2 0.1 Wood 10/ 30/2017 3:27 PM EnergyGauge® USA - FlaRes2014 Section R405 4 1 Compliant Software Page 2 of 4 FORM R4t15-?f114 WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below It nrnl SpaceTnWallType 1 N Exterior Concrete Block - Int Insul Main 4.1 11 0 9 4 102.7 ft2 0 0 0.8 0 2 E Exterior Concrete Block - Int Insul Main 4.1 57 6 9 4 536.7 ft2 0 0 0.8 0 3 S Exterior Concrete Block - Int Insul Main 4.1 30 0 9 4 280.0 ft2 0 0 0.8 0 4 W 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 Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 N 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 Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 n 1 Metal Low-E Double Yes 0.54 025 6.0 ftz 4 ft 8 in 5 ft 8 in Drapes/blinds None 2 E 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 E 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 s 3 Metal Low-E Double Yes 0.55 0.22 30.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 5 S 3 Metal Low-E Double Yes 0.58 0.25 64.0 ft2 7 ft 4 in 1 ft 4 in None None 6 W 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 W 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 i 10/30/2017 3:27 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 A r Ma Jun Jul Au Se Oct Nov Dec Heatin Jan Feb Mar A r Ma Jun Jul Au Se Oct Nov Dec VentingJanFebMarAprMayJunJulAugSepOctNovDecThermostat 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 10/ 30/2017 3:27 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: 2437 Waxwing Way Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with The manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals) Where required by The code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. D R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 0 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. O 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. 10/30/2017 3:27 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (13°C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 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. O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 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. 10/30/2017 3:27 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O 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. O 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. A variable capacity system sized for optimum performance during base load periods is utilized. R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55°F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on -all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19 Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed 10/30/2017 3:27 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* = 95 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U-Factor: Dbl, U=0.55 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.25 c. U-Factor: Dbl, U=0.54 SHGC: SHGC=0.25 d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. N/A c. N/A 2437 Waxwing Way, Sanford, FL, 7;;'/ New (From Plans) 9. Wall Types Insulation Area Single-family a Concrete Block - Int Insul, Exterior R=4.1 1334.70 ft2 b. Frame - Wood, Adjacent R=11.0 298.67 ft2 1 c. N/A R= ft2 3 d N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1349.00 ft2 1349 b. N/A R= ft2 c. N/A R= ft2 Area 11. Ducts R ft2 105 00 ft2 a. Sup: Attic, Ret: Main, AH: Main 6 269.8 64.00 ft2 12. Cooling systems kBtu/hr Efficiency 14.00 ft2 a. Central Unit 28.6 SEER:16 00 ft2 3.335 ft. 0.233 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 through the above ener y saving features which will be installed (or exceeded) in this home before final inspection. therwise, a new EPL Display Card will be completed based on installed Code compliant eatures. Builder Signature: / e: Address of New Ho City/FL Zip: ;7 7' 7 ?/ kBtu/hr Efficiency 27.8 HSPF:9.00 Cap: 50 gallons EF: 0.9 Pstat STq O 4oF114E OLD Wtr J Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. 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. 10/30/2017 3:27 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 Project Summary Job: Lot 163 Milan ARHG - N wrightsoft' Date: 05/19/2017 Entire House By. LF/RI One Stop Cooling and Heating 7225 Sardscove Coin, W uter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web, wwwOneStopCooling.00m License. CAC032444 r For: Park uare Homes 2437 axwing Way, Sanford, FL Notes: Weather: Orlando Intl AP, FL, US Winter Design Conditions Outside db 42 OF Inside db 68 OF Design TD 26 OF Heating Summary Structure 16315 Btuh Ducts 1598 Btuh Central,vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 17914 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heatingg Coolingg Area (ft2) 1365 1365 Volume (ft3) 12697 12697 Air changes/`hour 0.45 0.23 Equiv. AVF (clm) 95 49 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 r 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 Summer Design Conditions Outside db 92 OF Inside db 74 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 49 gr/Ib Sensible Cooling Equipment Load Sizing Structure 14056 Btuh Ducts 3311 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data n Rate/swin multiplier 0.97 Equipmen sensible load 16916 Btuh Latent Cooling Equipment Load Sizing Structure 2407 Btuh Ducts 679 Btuh Central vent (0 cfm) 0 Btuh none) Equipment latent load 3086 Btuh Equipment Total Load (Sen+Lat) 20001 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 Latent cooling 7150 Btuh Total cooling 28600 Btuh Actual airflow 953 cfm Air flow factor 0.055 ctm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.85 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsoft' Ri Ft-Sute®Unversa1201717026RSU16202 2017-Od-30142614 9 Page 1 p\Galt and EPL Temp\Lot 163 NSIanA RHG - N np Calc = MIB Front Door faces N wrightsoft• Right-M Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court, Winter Park FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web: wwwOneStopCoolirg com License CAC032444 Job: Lot 163 Milan A RHG - N Date: 05/1912017 By: LF/RI 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area Entire House 144 0 It 9. 3 tt d 1365.3 fF KEED 36.5 It 9. 3 It heattool 16.0 x 13. 0 ft 208.0 fF Ty Construction number U- value Btuh/ lI-- q Or HTM Btuh4q Area OF) or perimeter ( 11) Load Btuh) Area OF) or perimeter ( 11) Load Btuh) Heat Cool Gross N/ P/S Heat Cool Gross N/P/S Heat Cool 6 1 1 13A- 46s -' 4135.2hn iD.O. _ 13A-flocs 4A5-2om 4B5-2fm . cs 13A- flo 4A5- 2om4A5-2omd_ -, w 4A5- 2om 4B5-2fm 12C-Osw 11D0 - 16B- 30ad 22A- tpm - --' 0.143 0.540 0.390 0.143 0.550 0.540 0.143 0.550 0.580 0.143 0.550 0.540 0.091 n n n„ a a a s- s s w w w_ M n. 3. 73 14.09 10.18 3.73 14.35 14.09 3.73 14.35 15.14 3.73 14.35 14.09 2.38 10.18 0.84 30.80 2.90 13.67 1227 2. 90 27. 44 29.62 2.90 13.61 15.90 2.90 27.44 29.62 1.51 1227 176 0.00 102 6 539 45 4 279 30 64 419 30 4 298 21 1365 7--,- 1365 72 0 24 490 0 0 185 25 64 385 0 0 276 21 1365 144 270 85 244 1830 646 56 690 431 969 1435 431 56 656 217 1140 4435 209 82 29, 4 1420 1235 118 536 408 1018 1113 823 118 416 262 2401 0 0 24 0 70 0 0 149 30 0 0 0 0 0 0 0 0 yJ V 70 0 0 119 25 0 260 0 0 443 431 0 202 0 0 344 408 0 C L- G VL213A- 4ocs 121 0 0 121 0 0 0 0 451 0 0 350 0 0 0 PI - D 0 00 0 0- 0 C F. Z 0. 390 0.032 1.180 208 208 0 208 37 174 1124 366 0 0 6 c) AED excursion 0 77 Emelope loss/gam 13592 10455 2883 1593 12 a) Infiltrabon b) Room ventlaton 2724 0 981 0 690 0 249 0 13 Internal gains: Oocupants@ 230 Appliances/other 4 920 1700 2 460 0 Subtotal ( lines 6 to 13) 16315 14056 3574 2302 14 15 Less extemal load - . Less transfer Redistribution Subtotal Dud loads 1 109/ 6 24%1 0 0 0 16315 1598 0 0 0 14056 3311 109/ 6 24 % 0 0 0 3574 350 0 0 0 2302 542 Total room bad Air required (dm) 17914 0 17367 953 1 3924 0 2844 156 Calculations approved byACCA to meet all requirements of Manual J ft Ed. wlr igF>ttsofY 2017- Od-30 1 Rig H-Scite®Universal 2017 17 028 RSU16202 Page 1 p\Calc and EPL TerrptLot 163 MIanA RHG - N rup Calc = M18 FrortDoor faces N P- wrightsoft• Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sandsoove Court, Winter Park FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOneStopCooling oom License CAG032444 Job: Lot 163 Milan A RHG - N Date: 05/19/2017 By: LF/RI 1 2 3 4 5 Room name Exposed wall Room height Room clmensons Room area Mi01 65 ft 93 It heaVcool 7.0 x 65 ft 455 tP MBTH 0 ft 93 It heat/cool 5.0 x 65 It 325 f 2 Ty Construcbon number U-value BtubAL-9 Or HTM BtuW Area 011) or perimeter (ft) Load Btuh) Area OF) or perimeter (ft) Load Btuh) Heat Cool Cross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 13A-4as 4135-2hn 11_DO 13A-4ocs 4A5-2om 485-21m 13A-4ocs `...-'.-..,` 4A5-2om 4A5 2omd—. _ _ - - 13A-4ocs 4A5-2om 4135-2hn 12C-Osw 11 DO 16B-30ad 22A-tpm 0.143 0.540 0.390 0.143 0.550 0.540 0.143 0550 0580 0.143 0.550 0.540 0.091 0.390 0.032 1.180 n- n n- e a a s s s. w w w n- 3.73 14.09 10.18 3.73 1435 14.09 3.73 1435 15.14 3.73 1435 14.09 2.38 10.18 0.84 30.80 2.90 13.67 1227 2.90 27.44 29.62 290.,..""..,..0 13.61 15.90 290 27.44 2962 1.51 1227 1 76 O.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0D yy11 0 0 0 0 0 0 0 0 0 56 0 0 0 0 0 0.'.'y""rv0 0 r 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 I—G 0 0 60 0 4 0`_'-".""0 0 0 j 211 0 56 W! 0 0 163 0 118 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G G PI r-- D C _ _ F--_ 0 0 0 0 0 0 0 0 0 0 46 46 46 38 200 80 33 33 33 27 57 7 0 0 0 0 6 c) AED exarsion 38 2 Ernelope loss/gain 505 400 27 55 12 a) Infiltration b) Room wntilatron 123 0 44 0 0 0 0 0 13 Internal gains: Occupants@ 230 Appliancesbther 0 0 0 0 0 0 Subtotal (lines 6 to 13) 628 444 27 55 14 15 Less external load Less transfer Redistribution Subtotal Dud 1 100/0 24%1 0 0 0 628 62 0 0 0 444 105 100/0 24% 0 0 0 27 3 0 0 0 55 13 Total room load Air required (dm) 690 0 549 30 30 0 68 4 Calculations approved byACCAto meet all requirements of Manual J ft Ed. wrightsoft' 2017-Oct-30142614 c Righ1-Sute®Unversal 201717 028 RSU16202 Page 2 p\Calcard EPL Temp\Lot 163 MIanA RHG - N.rtp Calc= NUB FrortDoor faces N wrightsoft• Right-M Worksheet Entire House One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOneStopCooling com License CAC032444 Job: Lot 163 Milan ARHG - N Date: 05/19/2017 By: LF/RI 1 2 3 4 5 Room name E)posed wall Room height Room dimensions Room area KWIC 0 It 93 It heat/mol 1.0 x 585 ft 58.5 fR BED2 12.5 It 93 ft heaV000l 1.0 x 126.5 ft 126.5 fF Ty Construction number U-value BWhiflz'q Or HTM BtuhAF) Area OF) or perimeter (ft) Load Btuh) Area OF) or perimeter (ft) Load Bt ih) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 11 13A-4ocs 4135-2fm 11 DO_ 13A-4ocs 4A5-2om 4B5-2fm 13A-4ocs'_ 4A5-2om 4A5-2omd 13A-4ocs 4A5-2om 4135-2hn 12C-0sw ` X D0 166-30ad 22A-lpm "• 0.143 0.540 0.390 0.143 0.550 0.540 0.143 0.5W 0580 0.143 0.550 0.540 0091 0.390 n n n e a a s s s_ w w w_ n- 3.73 14.09 10.18 373 14.35 1409 3.73 14.35 15.14 3.73 1435 14.09 238 10.18 0.84 30.80 290 13.67 1227 2.90 27.44 29.62 2.90 13.61 I 5.90 2.90 27.44 29.62 1.51 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 v 0 0 0 W0 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 u 0 0 G l 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 0-0-0 116 15 0 101 0 0 378 215 0_ 0 293 412 0 0P- D 0 0 0 0 0 0 0 0 103 0 0 0-0 0 127 13 0 C 0 032 1.180 59 59 59 49 127 127 0 106 W , 385 0 222 0000 6 c) AED exarsion 4 127 Ernelope loss/gain 49 99 1084 1055 12 a) Infiltration b) Room ventilation 0 0 0 0 236 0 85 0 13 Internal gains. 0oupants@ 230 Appliancesrother 0 0 0 1 230 0 Subtotal (lines 6 to 13) 49 99 1320 1370 14 15 Less external load Less transfer Redistnbution Subtotal Dud loads 10°/ 24 % 0 0 4 53 5 0 0 8 107 25 10°/ 24 % 0 0 15 1335 131 0 0 30 1400 330 Total room load Air required (dm) 0 133 7 1466 0 1730 95 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigFtt6oft Righl-Sute®Uriversal2017 17.028 RSU16202 2017-Od-30142e 3 p\Caic and EPL Temp\Lot 163 MilanA RHG - N rip Calc = Ml8 Front Door faces. N Page 3 wrightsoft' Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court, Winter Part, FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOneStopCooling com Doerse CAC032444 Job: Lot 163 Milan A RHG - N Date: 05/19/2017 By: LF/RI 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area 0 ft 9.3 ft heatbool 35 x 50 ft 17.5 fP BEDS 13.0 ft 93 ft heat/000l 1.0 x 129.3 ft 1293 fF Ty Construction number U-value BtuW-9 Or HTM BUMM Area OF) or perimeter (ft) Load Btuh) Area OF) or perimeter (ft) Load Btuh) Heat Cool Gross N/PS Heat Cool Gross N/P/S Heat Cool 6 11 13A-4ors 4B5-2fm 11 DO 13A-4ocs 4A5-2om 4135-2fm 13A-4ocs 4A5.26m 4A5-20md 13A-4ocs 4A5-2om 485.2fm 12C-0sw 11 D0_. 1613-30ad 22A-Ip' - T-- 0.143 0.540 0,390 0.143 0.550 0.540 0.143 o.550 0-%0 0143 0.550 0.540 0.091 0390 n" n n- a a a s- s s_ w w w n- 3.73 14.09 10.18 3.73 14.35 14.09 3.73 14.35 15.14 3.73 14.35 1409 2.38 10.18 0.84 30.80 2.90 13.67 1227 2.90 2744 29.62 290 13.61 15.90 2.90 27.44 29 62 1S1 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 I--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 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 0 121 15 0 102 0 106 0 0 102 0 395 215 0 243 0 307 412 0 154 0 P- 0-0 0 0 0-0 0 0 0 0 C F m 0.032 1.180 18 18 18 r 0 15 0 31 0 129 129 129 13 108 400 227 l 0 6 c) AED excursion 1 121 Ernelope loss/gain 15 30 1362 1221 12 a) Infiltration b) Room ventilation 0 0 0 0 246 0 89 0 13 Intemal gams: Occupants @ 230 Appliancesbther 0 0 0 1 230 0 Subtotal (lines 6 to 13) 15 30 1608 1539 14 15 Less extemal load Lesstransler Redistribution Subtotal Duct 1 109/6 24 % 0 0 15 0 0 0 0 30 0 0 101/1 249/. 0 0 11 1619 159 0 0 22 1561 368 Total room load Air required (dm) 0 0 0 0 1777 0 1929 106 L Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsOft` RigFt-Sute®Unversa1201717.028RSU16202 2017-Oct-30142614 p\Calc and EPL Temp L.ot 163 MIanA RHG - N.np Calc = W8 Frort Door taoes N Page 4 wrightsoft' Right-M Worksheet Entire House One Stop Cooling and Heating 7225 Sardsoove Cart, Winter Park, FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web: wwwOneStopCoolirg com License CAG032444 Job: Lot 163 Milan A RHG - N Date: 05/19/2017 By: LF/RI 1 2 3 4 5 Room name Eposed wall Room height Room dimensions Room area BTH2 0 It 93 It heaVcool 55 x 10.5 It 57.8 tF FOYXIT 26S It 93 ft heab'000l 1.0 x 218.3 ft 218.3 fF Ty Construction number U-value BtuWOn Or HTM Btuh/fll) Area OF) or perimeter (ft) Load Btuh) Area OF) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Grass N/P/S Heat Cool 6 11 Vj/-` IL-DG 13A'-466s 4B5-2fm 11DO_ rs13A-4o 4A5-2om 4B5-2fm 13A-4ocs 4A5-2om 4A5-2omd_ 13A-4ors 4A5-2om 4135-2hn _ 12C-Ostiv - 11DO 16B-30ad 22A-tpm- 0.143 0.540 0390 0.143 0.550 0.540 0.143 0 550 0.580 0143 0.550 0.540 0.091 0390-n_ n n n e a e_ W s s s w w w 3.73 14.09 10.18 3J3 1435 14.09 3.73 1435 15.14 3.73 14.35 14.09 238 10.18 0.84 30.80 2.90 13.67 1227 2.90 27.44 29.62 290 13.61 15.90 2.90 27.44 W 29.62 1.51 1227 176 0.00 0 0 0 0 0 0 r 0 0 0 0 0 60 0 24 186 0 4 36 0 24 182 0 0 136 0 244 679 0 56 0 0 0 106 0 294 527 0 118 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 J 51 0 0 0 0 51 0 0 0 0 0 121 0 0 0 0_ 77 0 0 0 0 47 0 0 0 0 0 47 0 218 27 0 0 0 110 0 0 0 0 0 70 0 P1 Y _ D C_ I=,.: 0.032 1.180 58 58 58 48 102 218 r,,,,,218 182 816 384 000 6 c) AED exarston 7 78 Envelope loss/gain 170 172 2225 1421 12 a) Infiltration b) Room ventilation 0 0 0 0 501 0 181 0 13 Internal gams: Ooxupants@ 230 Appliances/other 0 0 0 0 0 1200 Subtotal (lines 6 to 13) 170 172 2726 2801 14 Less external load Less transfer Redistribution Subtotal Duct loads 112. 9 24%1 0 0 5 175 17 0 0 10 182 43 109/6 24 % 0 0 0 2726 267 0 0 0 2801 660 r Total room load Air required (dm) 192 0 225 12 29M 0 3461 190 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 41 A '- kwrigFt,tsoft' 2017-Oct-301 Righ- Sute®Uriversal2017 17 028 RSU16202 Page 5 p\ Calc and EPL Temp\Lot 163 MilanA RHG - N.r p Calc = M38 Frort Door faoes N wrightsoft' Right-JO 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 www0neSlopCooling.com License CAC032444 Job: Lot 163 Milan ARHG - N Date: 05/19/2017 By: LF/RI 1 2 3 4 5 Room name E1glosed wall Room height Room dimensions Room area LDRY 8.0 it 93 it heaV000l 1.0 x 43.8 It 43.8 tF DIN 85 n 93 it heattDol 155 x 85 it 131.8 tF Ty Construction number U-value B1uhM -°q Or HTM Btuhq Area OF) or perimeter (ft) Load Btuh) Area (tF) or perimeter (A) Load Bluh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 1 1 V G 13A-4ocs 4135-2hn J1D0 13A-4ocs 4A5-2om 4135-2hn 13A-4ocs 4A5.2om 4A52omd 13A-4ocs 4A5-2om 4B5-2fm 12C-Osw 11D0 166-30ad 22A-ipm 0.143 0.540 0.390 0.143 0.550 0.540 0.143 0550 0580 0.143 0.550 0540 0.091 0-W 0 032 1.180 n n n. a a a s- s s _ w w w n- 3.73 14.09 10.18 3.73 14.35 14.09 3.73 1435 15.14 3.73 1435 14.09 2.38 10.18 0.84 30.80 2.90 13.67 12272. 90 2744 29. 62 290 1361 15. 90 2. 90 27. 44 29. 62 1. 51 1227 1. 76 0. 00 42 6 0 36 0 0 134 85 0 104 82 0 0 0 0 0 0 0 0 0 0 0 0 0 DV I- G 33 0 0 33 0 0 121 0 0 94 0 0 79 15 0 64 0 0 239 215 0 185 412 0 I--G 0 0 0 0 0 0 0 0 0 0 1,-._.,,_ 0 0 0 O 0- 0-0 0 0 0 0 0 0 0 0 98 21 44 44 0 0 0 0 76 21 4. 4 0 0 0 181 217 37 246 0 0 0 115 262 77 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PC F 0 0 0 0 0 0 132 132 132 110 262 0 232 0 r- 8 0 V...._.. M... 9 6 c) AED exarson 47 46 Envelope losstgain 1021 687 826 874 12 a) Infiltration b) Room ventilation 151 0 55 0 161 0 58 0 13 Intemal gains: Ooaupants @ 230 Appliamnsbtlier 0 0 500 0 0 0 Subtotal ( lines 6ID 13) 1172 1241 987 932 14 Less exlemal bad _ Less transler - Redistribution Subtotal Dud loads 1 109/6 24%1 0 0 0 1172 115 0 0 0 1241 292 10% 24 % 0 0 11 998 98 0 0 22 954 225 r Total room load Air required (dm) 1287 0 1534 84 1095 0 1179 65 Calculations aDDroved bvACCAto meet all reauirements of Manual J 8th Ed. wrightsoft FGghl_Sute8Unversa1201717.028 RSU16202 2017-Oa-30 142614 Af' Page 6 p\ Caic and EPL Temp\Lot 163 MilanA RHG - N rip Calc = MJ8 Frort Door faces N wrightsoft' Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court, Winter Park FL 32792 Phone (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOneStopCoolin g oom License. CAC032444 Job: Lot 163 Milan A RHG - N Date: 05/19/2017 By: LF/RI 1 2 3 4 5 Room name Exposed wall Room height Room dimensions Room area GATH 325 ft 93 it heat/cool 14.0 x 185 ft 259.0 ft' 0 ft 93 ft heat/cool 10 x 37.0 ft 370 fP Ty Construction number U-value BtuhRl -9 Or HTM BWh4) Area (ftz) or perimeter (ft) Load Btuh) Area OF) or perimeter (ft) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/PS Heat Cool 6 11 13A-4ocs 4135-21m J1DO 13A-flocs 4A5-2om 4135-2hn 13A-4ocs- J' 4A5-2om 4A572omd 13A-4ocs 4A5-2om 4B5-2hn_ 12C-0sw _ 11D0 16B-30ad 22A-4pm 0.143 0 540 0.390 0.143 0.550 0.540 0.143 0.650 0.580 0.143 0.550 0540 0.091 0390 n- n n e a e_ s s s- w w w n_ 3.73 14.09 10.18 3.73 1435 14.09 3.73 14.35 15.14 3.73 14.35 1409 238 10.18 0.84 30.80 2.90 13.67 1227 290 27.44 29.62 2.90 13.61 15.90 2.90 27.44 29.62 1.51 1227 1.76 0.00 0 0 0 172 30 0 130 0 64 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- 0 0 0D Vj1 G 142 0 0 66 0 64 0 0 0- 0 0--- 530 431 0 247 0 969 0 0 0 0 0 411 823 0 192 0 1018 0 0 0 0 0 0-0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0I 0 0 0 0 0 0 0 0 V 0 0 0 0 0 0- 0 0 0 0 0-- 0 0 0 0 0 0 0 IBC PII "- LL-D 0 0 0 C F = 0 032 1.180 259 259 259 33 216 1001 455 37 37 37 31 65 0000 6 c) AED excursion 114 2 Emelope loss/gain 3394 2786 31 63 12 a) Infiltration b) Room ventilation 615 0 221 0 0 0 0 0 13 Internal gains Occupants 230 Applianoes/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 4009 3007 31 63 14 15 Less external load Less transfer Redisinbution Subtotal Dud loads 1 100/0 24%1 0 0 0 4009 393 0 0 0 3007 708 109/6 24% 0 0 31 0 0 0 0 63 0 0 Total room load Air required (dm) 4401 0 3716 204 0 0 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrightsOft` 2017-Oct-30142614 Righl-Sute®Unversal 2017 17 028 RSU16202 Page 7 p\Calc and EPL Temp\Lot 163 MlanA RHG - N rip Calc = W8 Front Door laces N wrightsoft• Duct System Summary Entire House One Stop Cooling and Heating 7225 Sardsoove Cori, W irter Park, FL 32792 Prone (407) 629 - 6920 Fax (407) 629 - 9307 Web wwwOreStopCoohrg com License: CAC032444 For: Park Square Homes 2437 Waxwing Way, Sanford, FL Job: Lot 163 Milan A RHG - N Date: 05/19/2017 By: LF/RI i Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.16 in H2O 0.16 in H2O Available static pressure 0.34 in H2O 0.34 in H2O Supply / return available pressure 0.170 / 0.170 in H2O 0.170 / 0.170 in H2O Lowest fri cti on rate 0.260 in/100ft 0.260 in/1,00ft Actual airflow 0 cfm 953 cfrn Total effective length (TEL) 131 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Mat Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 c 1730 0 95 0.284 6.0 Ox 0 VIFx 14.6 105.0 SO BED3 c 1929 0 106 0.260 6.0 Ox 0 VIFx 25.6 105.0 st2 BTH2 c 225 0 12 0.264 4.0 Ox 0 VIFx 24.0 105.0 st2 DIN c 1179 0 65 0.269 5.0 Ox 0 VIFx 21.6 105.0 sti FOY/Krr c 3461 0 190 0.274 7.0 Ox 0 VIFx 23.9 100.0 st2 LATH -A c 3716 0 204 0.272 8.0 Ox 0 VI Fx 19.8 105.0 sti LDRY c 1534 0 84 0.260 6.0 Ox 0 VIFx 25.7 105.0 st2 MBED c 2844 0 156 0.274 7.0 Ox 0 VIFx 19.1 105.0 sti MBTH c 68 0 4 0.283 4.0 Ox 0 VIFx 15.0 105.0 SO MTOI c 549 0 30 0.271 4.0 Ox 0 VIFx 20.7 105.0 sti MWIC c 133 0 7 0.283 4.0 Ox 0 VIFx 15.2 105.0 SO Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk st2 PeakAVF 0 392 0.260 888 9.0 0 x 0 VinlFlx sti PeakAVF 0 561 0.269 714 12.0 0 x 0 VinlFlx Wrl htsoft` 2017-Oct-301426.15 g Right-SUteOUnversal201717028 RSU16202 Page 1 ACCIh ." p\Calc and EPL Temp\Lot 163 M IanA RHG - N rnp -Calc = MJB - Frort Door faces N" - - ` 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 Ox 0 0 953 0 0 0 0 Ox 0 VIFx 2017-0ct-30 142 wrightsoft` Rigli-S ileOUriv rsal 2017 17 028 RSU16202 Pagege 224CC% "p\Cald and EPL-Temp\Lol 163 MIl nA RHG - N nQ" Calc = NUB Frorl Door faces -N - -" - Static Pressure and Friction Rate Job: Lot 163 01an ARHG - N wrightsoftm Date: 05/19/2017 Entire House By. LF/RI One Stop Cooling and Heating 7225 Sardscove Coot, W irter Park FL 32792 Phore (407) 629 - 6920 Fax (407) 629 - 9307 Web: wwwOneStopCoolirg.00m License: CAC032444 Project• • For: Park Square Homes 2437 Waxwing Way, Sanford, FL Available Static Pressure Heating Cooling in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 1 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 1 Heating Cooling t in/100ft) in/100ft) Supply Ducts 0.260 > 0.18 0.260 > 0.18 Return Ducts 0.260 > 0.18 0.260 > 0.18 Equivalent,• Details- Supply 4X--35, 11 A=20, 11 G--5,1 A--35, 11 G--5,11 Gam: TotalEL=105 Return TotalEL=O C wri htsoft` 2017.Od-30142615 9 FLgft-Sllte®Unversal 2017 17 028 RSU16202 Page 1 CC .p\Calc and EPL Temp\Lot 163 MIanA RHG - N r p Calc = NU8 Frori Door faces N FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 163 Milan A RHG - N Builder Name: One Stop Cooling and Heating Street: 2437 Waxwing Way Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number: Owner: Park Square Homes Jurisdiction: 691500 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 10/30/2017 3:28 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 Level 1 r0_1 N - - — )) 5G AF ttOPT)MBED7RECESS (OPT) PRE-WIRELIGHTS' CLO FAHMUM® i'AF j (OPJ PRE-Y' CLGFANtRx88x4 ,tk 157dm3dmnF14x14C 8x4 12 iOPT14 RECESS LIGHTS--- 14 8x4, \\ • • i 7dm MTOI OPT) PREMIRE GATH 4 B_Tr LRB1 1pc { L Q EFi 'VTR 1Ox10 wAwATAr 225dm F MWIC 6" ,% (OPT)Pft— J r' CLG 10x10 BED2 65 dm — - r" 1F DIN T ! 0"AF 8„ i 9 " 953 cfrn' Q , • ,1 x 121 ——' l L 2 x18 RA- t-, C - I 4e I ",; ; A0x10" 10x8 . _ I 8X 0 S.D. 191 dm III ,:;j J ;t( i4 . 12 i I 1 SRB1 1 x> i r ; l I BTH2 P RE_ Q 6 ' 6 tx dm G (;- VTR EFi BED3 p 1` FOY/ KIT r - AF DV VTR _ r 1(--, - (, N 85odm // II II SWT(; Hwlt ; 1-10 i , y DOOR OPT. r I I crI cj GARAGE C J wr> LDRY i I I 4. I' I Job #: Lot 163 Milan ARHG - N Performed by LF/RI for: Park Square Homes 2437 Waxwinq Way Sanford, FL I One Stop Cooling and Heating 7225 Sandscove Court Winter Park, FL 32792 Phone: ( 407) 629 - 6920 Fax: (407) 629 - 9307 www. OneStopCooling.com Scale: 1 : 97 Page 1 Right - Suite® Universal 2017 17. 0.23 RSU16202 2017- Aug-1611 35:14 614, -rYA m= s sue.- D«- 6-a-lal?x 1,1 qqd 3 `7 Aovant,Mc Plumbing, Inc Fe 6License Name' ....... ignat re m 2d 3 y VW TY'L./ 1,01.-) 11i 2 I t? N BG pw jl u+ FNT o R RECORD COPY 7 0a w I V DESCRIPTION AS FURNISHED: Lot 163, WYNDHAM PRESERVE, as recorded in Plat Booku 1, Pages 93 through 102 of the Public Records of Seminole County, Florida: PLOT PLAN FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America I I r ,33C4OT 173 I I I ON1N - - I iSA7E- 6 I I — — — — — — Ok to construct single family home 1 with setbacks and impervious area shown on plan. 53. 8 %;mp FS49 MJcL"-A, CTP-- LOT 162 5.00' 5.00, LOT 172 I I N 89040'51 " E 40.00' I 20.00' LOT 163 20.00' 3.0'x4.0'- tAC 16.0' LANAI n 14.0, PROPOSED RESIDENCE 1349-MILAN-A 2 CAR GARAGE RIGHT 0 e COV'D. 6.7' , n Mi 4.0' Cd 10.7' Q Ln 19.3' 25. 000' DRIVE 25.000' f 0' UTIL. ESMT. WALK I LOT 171 I I 5,00, 1 I O O LOT 164 O O I a, I 5.00' I I ry0 156.00' I SETBACKS AS FURNISHED FRONT - 25'(•) I B.B.) N 89040'51 " E REAR = 20' SIDE = 5' (40' LOT) 40.00' J 7.5' LOT, 10' (75' LOT) TrAXTrINC TVA YSIDESTREETT = 25' (60' do 75' LOT) 15' (40' LOT) 50' PRIVATE ROAD) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN PLOT PLAN ONLY 2) IN SUCCESSION AT 20' AND A MINIMUM PLOT PLAN AREA CALCULATIONS NOT A SURVEY OF (2) IN SUCCESSION AT 25' TOTAL LOT AREA 4,400 t SQUARE FEET I `- PROPOSED - FINSHED SPOT GRADE ELEVATIONS FLATWORK ON/OFF LOT - TOTAL t SQUARE FEET FLATWORK I PER DRAINAGE PLANS G DRIVE 400/ 110- 510 t SQUARE FEEL FOUNDATION/PAD 1,740 SQUARE FEET PROPOSED • DRAINAGE FLOW SF WALKS 40/ 200= 240 t SQUARE FEET REAR PATIO 103 t SQUARE FEET LOT GRADING TYPE A QD0 SOD 2,0341130 - 2,164 t SQUARE FEET FRONT PORCH DECK 72 t SQUARE FEET POOL DECK N/A f SQUARE FEETPROPOSEDF.F. PER PLANS - 30.4' Q NOTE: FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CLIENT • NOT FIELD VERIFIED + CRUSEYVHEYETR—SCOTT & ASSOC., INC• — LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436P • PLAT PnJ_ • POINT ON LINE TYP. TYPICAL NOTES: F • FIELD IP. • IRON PIPE RCr_ . POINT OF REVERS[ CURVATURE IRON ROD RPOINTOFCOMPOUNDCURVATURE I, THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BGARO OF CH. • CONCRETE MONUMENT RAA RADIALCHRAD. PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER W-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, FLORIDA STATUES SET I.R. lam• IR ./tLt 4596 N.R. NON -RADIAL T. UNLESS EMBOSSED WITHSURVEYOR'S SIGNATURE AND ORIGINAL RAISED SFdL, THIS SURVEY MAP OR COPIES ARE N07 VALID. REC. RECOVERED W.P. VITNESS POINT 3. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRCTIONS P.00 • OINT OF BEGINING CALL CALCULATED OR ELSEMENTS THAT AFFECT THIS PROPERTY. PA.C. . POINT OF COMMENCEMENT PRM • PERMANENT REFERENCE MONUMENT E CENTERLINE FF. FINISHED FLOOR ELEVATION 4. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. IILD • NAIL L DISK ISL BUILDING SETBACK LINE 5. INS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. N/V - RIGHT-OF-VAY BR • BENCHMARK 6. DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. ESMT. • EASEMENT I.S. BASE BEARING 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) DRAIN. DRAINAGE UTIL. • UTILITY 8. ELEVATIONS IF SHORN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. CLFC. CHAIN LINK FENCE 9. CERTIFICATE OF AUTHORIZATION Na 4590. VD.FC. • VDOD FENCE CiD •CONCRETE BLOCK P.C. POINT OF CURVATURE SCALE I 1 • 2p' --1 DRAWN BY. Rat P.T. • POINT OF TANGENCY MSC, DEscavnON CERTIFIED BY: yA ORDER No. R • RADIUSC NGTHLARLPLOT PLAN 10-24-2017 4697-17 D • DELTAE C CHORD C X. CIKIRD BEARING NORTH THIS BUILDING\ PROPERTY DOES NOT LIE WITHIN S THE ESTABLISHED100YENFLOODPLANEASPERFIRM' GRUS NMEYER, L.S. 4714 W. S TT, R.LS !r 4801 ZONE X. MAP 112117CO090 F (09-28-07) RECORD COPY Filename: PARK SQUARE MILAN 1,349SF.rrr Lighting and Small Appliance/Laundry Circuits Floor Area SmAppNo LaundNo Line Neutral 1349 2 1 Lighting Summary Standard 4,941 4,941 Optional 8,547 4,941 Ranges & Ovens Range No. No? Nameplate Line Neutral 1 1 8000 2 0 0 3 0 0 Range/Oven Summary Standard 6,400 4,480 Optional 8,000 4,480 Dryers 'bJ\\ Do NG Dryer No. No? Nameplate Line Neutral SPt•F09 1 1 5000 2 0 EFAR Dryer Summary0 Standard 5,000 3,500 _ 3 jig 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°s of Max Motor: Line is Std Only; Neutral for Both Maximum Phase Amps Volts 1 14 240 Heat/Cool Phase Amps Volts 1 14 240 Fixed Appl. Phase Amps Volts 0 Other Appl. Phase Amps Volts 0 Max Motor Summary Standard Only 840 0 SUMMARY Standard Line Neutral Total Total 38,541 15,171 Maximum Amperage = 161 63 Service Voltage = 240 Service Phase = 1 Optional Line Neutral Total Total 29,931 15,171 Maximum Amperage = 125 63 Service Voltage = 240 Service Phase = 1 Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. RECORD COPY RE: P1349AC-T - Park Sq/Milan-1349-A or C_TRAY MiTek USA, Inc. Site Information: 66T904 Parke East Blvd. Customer Info: PARK SQUARE HMS Project Name: P1349AC-T Model: MILAN - 134ympa,or 3?$1Q115 Lot/Block: 163 Subdivision: WYNDHAM PRESERVE H KH Address: 2437 WAXWING WAY City: SANFORD IState: 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 38 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name Date No. I Seal# Truss Name Date 1 IT11922660 lAl 8/25/17 112 1 T11922671 JB1 8/25/17 12 IT11922661 IA2 18/25/17 113 IT11922672 I B2 18/25/17 13 I T11922662 I A3 18/25/17 114 I T11922673 1133 18/25/17 I 14 IT11922663 I A4T 18/25/17 115 IT11922674IC1 18/25/17 15 I T11922664 I A5T 18/25/17 116 I T11922675 I C2 18/25/17 I 16 IT11922665IA6 18/25/17 117 IT119226761CJ 18/25/17 I 17 I T11922666 I A7 18/25/17 118 I T11922677 ICJ 1 18/25/17 I 18 I T11922667 I A8 18/25/17 119 I T11922678 I CJ3 18/25/17 I 19 IT11922668IA9 18/25/17 120 IT11922679 I CJ3A 18/25/17 I 110_ IT11922669IA10 18/25/17 121 IT11922680 I CJ3B 18/25/17 I L11 IT11922670 IA11 18/25/17 122 1T11922681 1CJ3C 18/25/17 I 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 lJ\_DING SANFORD # 17- 3 3 0 9 The truss drawin g)Frefe> above have been prepared by MiTek USA, Inc. u R 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 ANSI/TPI 1. These'designs are based upon parameters shown (e g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any 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 verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. O'. STATE OF MITek USA, Inc, FL Cert 6634 6904 Parka East Blvd. Tampa FL 33610 Date: August 25,2017 Albani, Thomas 1 of 2 RE: P1349AC-T - Park Sq/Milan-1349-A or C_TRAY Site Information: Customer Info: PARK SQUARE HMS Project Name: P1349AC-T Model: MILAN - 1349 -A or C / TRAY Lot/Block: 163 Subdivision: WYNDHAM PRESERVE Address: 2437 WAXWING WAY City: SANFORD State: FLORIDA lNo. Seal# ITruss Name Date 23 IT11922682 I CJ3T 8/25/17 124 IT11922683 I CJ4 18/25/17 125 IT11922684 I CJ5 18/25/17 126 IT11922685 I CJST I8/25/17 I 127 IT11922686 I CJA 18/25/17 128 IT11922687 I CJB I8/25/17 I 129 IT11922688 I FT1 18/25/17 I30 IT11922689 I J4 18/25/17 I 131 IT11922690 I J5 18/25/17 132 IT11922691 I J7 18/25/17 133 IT11922692 I PT 18/25/17 134 IT11922693 I KJ5 18/25/17 I 135 I T11922694 I KJSA 18/25/17 136 IT11922695 I KJ6 18/25/17 137 IT11922696 I KJ7 18/25/17 138 IT11922697 I KJ7T 18/25/17 2 of 2 f Job Truss Truss Type ally Ply Park Sq/Milan-1349-A or C_TRAYill T71922660 P1349AC-T Al COMMON 1 Mia-narwa, 913PCrim innvs u—i p70dox5U8r0oV9SgO5b048ut76g. KyDoWXykJILIDSOpR05ws4l4AkYA3UNGXPzr8bymo r-0.0 7-11-11 15.0-0 22-0- 30-0-0 31-0-0 1-0.0 7-11-11 7-0-5 7-0.5 7-11-11 1-0-0 Scale = 1 53 3 4x4 6 DO 12 4 q 3x4 = 4x6 = 3x4 = 4x4 = 04 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud TCLL 200 Plate Grip DOL 1 25 TC 062 Vert(LL) 039 8-10 934 240 TCDL 100 Lumber DOL 1.25 BC 0.93 Vert(TL) 0 68 8-10 532 180 BCLL 0.0 ' Rep Stress Incr YES WB 0 31 Horz(TL) 009 6 n/a n/a BCDL 1100 Code FBC2014/ TP12007 Matnx-M) LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No 3 REACTIONS. (lb/size) 2= 1260/0-8-0, 6=1260/0-8-0 Max Horz 2=-164( LC 10) Max Uplift2=-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=11668/606, 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=-199r755, 3-10=-427/259 PLATES GRIP MT20 244/ 190 Weight 137 lb FT = 20 % Structural wood sheathing directly applied or 3-3-3 oc purlins Rigid ceiling directly applied or 2-2-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3 Opsf, h=25ft, B=45ft; L=3Dft, eave=4ft; 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 15-0-0, Extenor(2) 15-0-0 to 18-0-0 zone; C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 3) 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 Ut=lb) 2=328, 6=328. 7) "Semi - rigid pnchbreaks 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 - Verify dmgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 rev f 0/03/2015 BEFORE USE. Design valid for use only with MiTektD 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 posside personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Ouality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Sude 312, Alemndna, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq/Milan-1349-A or C_TRAY T11922661 P1349AC-T A2 HIP 1 1( oDbon 1) Mid -Florida Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Fn Aug 25 13 10 03 2017 Page 1 ID S_OpRO5ws414AkYA3UNGXPzr8by-HNgOiREiPx?MpYDIX9MCn41x_p81LASZoeYt7rykJll r1-0.0 6-9-4 13 -0-0 17-0.0 232-12 30.0.0 a1-60 016-9-4 62-12 4-0.0 8,2-12 r19-4 Scale = 1 53 5 4x8 = 4x4 = 13 12 10 9 1x4 I 3x4 3xB = 1.4 I 3x5 = 3x5 = 3x4 = LOADING (psf) TCLL 200 TCDL 100 BCLL 00 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 045 BC 055 WB 058 Matrix-M) DEFL. in (loc) I/defl Lid Vert(LL) -0.09 12-13 >999 240 Vert(TL) -0.28 12-13 >999 180 Horz(TL) 010 7 n/a n/a PLATES GRIP MT20 244/190 Weight. 157 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-9-15 oc purlins. 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=126010-8-0, 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 =-1 561/556. 4-21 =1 468/572, 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, Vutt=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=30ft, eave=4ft, Cal 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 13-0-0, Exterlor(2) 13-0-0 to 17-0- 0, Interfor(1) 21-2-15 to 31-0-0 zone,C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed fora 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 TA between the bottom chord and any other members 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (ft=lb) 2=328, 7=328 7) "Semi - rigid pachbreaks 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 - Verlry design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIP7473 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 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 ANSIrrPl1 Quality Crrena, 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/Milan-1349-A or C_TRAY T11922662 P1349AC-T A3 HIP 1 1 Mid -Florida Lumber, Bartow, FL r 7 640 s Aug 16 2017 MiTek Industries, Inc Fn Aug 25 13 10 03 2017 Page 1 ID S_DpR05ws4l4AkYA3UNGXPzr8by-HNgQiREiPx?MpYDjX9MCn4lznp7SLFUZoeYt7rykJlI 1I 00 31-0.05-9-4 11-0-0 2-2 30-0-0 10. 05-9.4 5-2.12 1-0.0 4-0.0 112 5-9-4 Scale = 1 53 5 04 = 3x4 = 04 = 4 23 5 246 q 14 13 11 10 3x4 i 1x4 II 3x8 = 3x4 3x8 = 1x4 11 3x4 5- 9-4 5-2-12 B-0-0 5-2-12 5-9-4 Plate Offsets (X Y)- 12 0-2-10 0-1-81 f8:0-2-10.0-1-81 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in floc) Udefl L/d PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 033 Vert(LL) 0 14 11-13 >999 240 MT20 2441190 TCDL 100 Lumber DOL 1.25 BC 063 Vert(TL) 0.38 11-13 >951 180 BCLL 0.0 ' Rep Stress Incr YES WB 032 Horz(TL) 0.10 8 n/a n/a BCDL 100 Code FBC2014/TPl2DO7 Matrix-M) Weight 157 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SIP 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 SO 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) 1 FORCES. ( lb) - Max Comp /Max Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-21=-2151/693, 3-21=-2080/711, 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=-20801711, 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=561/1860 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, Vult=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 , GCpi=O 18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-0-0, Exterior(2) 11-0-0 to 23- 2-15, Intenor(1) 23-2-15 to 31-0-0 zone,C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL= 1 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load 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 a-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 (It=lb) 2=328, 8= 328 7) " Semi -rigid pltchbreaks 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 1 AWARNING - VrNy dulgn paramafars and READ NOTES ON TINS AND INCLUDED MITEK REFERENCE PAGE 11,1II-7177 rw. 10/0712015 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 propedy 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 ANSIrrPlt Quality Cnterla, DSB49 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/Milan-1349-A or C_TRAY T11922663 P1349AC-T A4T SPECIAL 1 1 Mid -Florida Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Fn Aug 25 13 10 04 2017 Page 1 IDS OPR05ws4l4AkYA3UNGXPzrBby-IaOovmFKAF7DQIov4stRJlq_OCSa4e_l1110fIykJIH 2-7-8 59-72 9-0-0 13-4-8 I 21-40 252-12 30.0-0 3 2-7-8 3-2 3-2.4 4-4.8 7-7-8 4-2-12 4-9-4 Scale = 1 52 7 5x7 = 2x4 I 4x8 = 24 25 0 2627 6 17 2x4 II 12 11 10 4x5 = 3x4 II 3x4 I 5x8 = 1x4 II 3x5 = Plate Offsets (X.Y)- f1 0-1-8.0-0-01, f2 0-5-6,Edgel, f4 0-5-4.0-2-81, 16 D-5-4.0-2-01, f13 0-2-0.0-2-121 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1 25 TC 098 TCDL 1100 Lumber DOL 1 25 BC 070 BCLL 00 ' Rep Stress Ina YES WB 0 56 BCDL 10.0 Code FBC2014/TP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No 2 'Except' 1-4 2x6 SP DSS BOT CHORD 2x4 SP No 2 'Except' 2-13 2x4 SP DSS, 5-12,2-17 2x4 SP No 3 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1179/0-8-0, 8=1259/0-8-0 Max Horz 1=-101(LC 10) Max Uplift s=-278(LC 12), 8=-328(LC 12) DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0 25 2-15 >999 240 MT20 2441190 Vert(TL) -0 62 2-15 >577 180 Horz(TL) 0.36 8 n/a n/a Weight 169 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied BOT CHORD Rigid ceiling directly applied or 7-1-14 oc bracing. FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=701/267, 2-23=3174/990, 3-23=-3150/1001, 3-4=-2367/783, 4-24=-2452/862, 24-25=-2452/862, 5-25=-2452/862, 5-26=2451/868, 26-27=-2451/868, 6-27=-2451/868, 6-28=-1768/644, 7-28=-1871/632, 7-29=-2058/690, 8-29=2127/676 BOT CHORD 2-15=-864/3041, 14-15=-865/3044, 13-14=-514/2037, 5-13=-429/221, 10-11=-548/1841, 8-10=-548/1841, 2-17=-83/298 WEBS 3-14=-1182/417, 4-14=-176/654, 4-13=-195/610, 11-13=-405/1467, 6-13=296/968, 7-11=-259/141 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10, Vutt=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf; BCDL=3 Opsf, h=25ft, B=45ft; L=30ft; eave=4ft, Cat 11, Exp B; Encl , GCpt=O 18, MWFRS (directional) and C-C Exterior(2) 0-4-0 to 3-4-0, Interior(1) 3-A-0 to 9-0-0, Extenor(2) 9-0-0 to 24-0-0, Intenor(1) 24-0-0 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 2-0-0 wide will fit between the bottom chord and any other members 6) Bearing at joint(s) 1 considers parallel to grain value using ANSVTPI 1 angle to grain formula Building designer should verity Capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (ft=lb) 1=278, 8=328 8) "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 • Verify design paramarars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7173 ray. 1010712015 BEFORE USE. Design valid for use only with MiTekt 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 appliabilrty 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 We fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-09 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq/Milan-1349-A or C_TPAY T119226W P1349AC-T A5T SPECIAL 1 1 Job Mid -Florida Lumber, Bartow, FL - 7 640 s Aug 16 2017 MiTek Industries, Inc Fn Aug 25 13 10 05 2017 Page 1 ID S_OpRO5ws414AkYA3UNGXPzrBby-DmyB76GyxZF42sN6eZOgsVNEZcidp_TsGyl_CkykJIG 2-7-6 0.7-0 11-4-14 1 -18 1 158-0 19-3-2 230.0 26.2-12 30-0-0 at-o-o 2-7-8 4+8 4+14 1-11.10 2- 17-2 38-14 32-12 39-4 1-0.0 Scale = 1 52 7 d 5x7 = 1.4 11 4x5 = 3x4 = 6 00 r2 3 26 427 28 29 5 30 31 632 33 4x8 = 19 2x4 ix' " 14 -- 13 -- 12 11 4x4 3x4 II I.= 1x4 12x6 ' 3x4 = 3x4 = 3x4 = 6x6 = 30.40 2622+22.78 1 14 2& 30.0.0 114 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ltd PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 0.70 Vert(LL) -020 2-17 >941 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.97 Vert(TL) -0 49 2-17 >372 180 BCLL 00 ' Rep Stress Incr NO WB 0.99 Horz(TL) 015 9 n/a n/a BCDL 100 Code FBC2014rrPI2007 Matrix-M) Weight 160 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP_ No 2 'Except' TOP CHORD Structural wood sheathing directly applied or 4-6-10 oc purlins. 1- 3 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 8-4-1 oc bracing. BOT CHORD 2x4 SP No 2 *Except* WEBS 1 Row at midpt 5-13 2- 15 2x4 SP No 1, 14-20 2x4 SP No.3 WEBS 2x4 SP No 3 'Except' 5- 13,7-11,6-12 2x4 SP No.2 REACTIONS. ( lb/size) 1=906/0-8-0, 9=860/0-8-0, 13=2623/0-8-0 Max Horz 1=-80(LC 6) Max Uplift 1=-284(LC 8), 9=-432(LC 8), 13=886(LC 8) Max Grav 1=907(LC 17), 9=873(LC 18), 13=2623(LC 1) FORCES. ( lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 1-2=535/210, 2-3=-1905/636. 3-26=1118/443, 26-27=-1118/443. 4-27=-1118/443. 4- 28 1118/443. 28-29=-1118/443, 5-29=1118/443, 5-30=-65/396, 30-31=-65/396, 31- 32=-65/396, 6-32=-65/396, 6-33=601/383, 7-33=-601/383,7-8=-1184/554, 8. 9=1387/616 BOT CHORD 2-17=-491/1765, 17-34=500/1800, 34-35=-500/1800, 16-35=-500/1800, 16-36=-551/191, 36- 37=551/191, 15-37=-551/191, 13-39=256/601, 39-40=-256/601, 12-40=-256/601, 1241= 386/1041, 11-41=-386/1041, 9-11=-488/1200 WEBS 3-17=151/590, 13-15=-1560/511, 5-15=-1473/525, 7-11=181/583, 6-12=176/579, 5- 13=713441530, 7-12=-627/197, 4-16=-417/221, 3.16=-792/231, 5-16=-573/1937 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=30ft, eave=4ft, Cat II, Exp B, Encl , GCpi=0.18, MWFRS (directional), 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) Bearing at loint(s) 1 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should verify capacity of bearing surface 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at loint(s) except (/t=lb) 1=284, 9= 432, 13=886 Printed copies of this document are 8) " Semi -rigid prtchbreaks including heels" Member end fixity model was used in the analysis and design of this truss not considered signed and sealed and the signature must be verified on any electronic copies WARNING - V dasl n —r Q ardy p paremarars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.717J ray. f 0/O3/i0f 5 BEFORE USE. Design valid for use only with MiTekm connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DS849 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 Oty Ply Park Sq Milan-1349-A or C_TRAY T71922664 P1349AC-T A5T SPECIAL 1 1all Mel-Florxta Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek Industries. Inc Fn Aug 25 13 10 05 2017 Page 2 10, S_OpRO5ws414AkYA3UNGXPzrSby-DmyB76GyxZF42sN6eZOgsVN EZcldp_TsGy1 _CkykJ IG NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 108 Ib down and 137 Ib up at 7-0-0, 80 Ib down and 91 Ib up at 9-0-12, 80 Ib down and 91 Ib up at 11-0-12, 80 Ib down and 91 Ib up at 13-0-12, 97 Ib down and 106 Ib up at 15-0-0, 97 Ib down and 106 Ib up at 16-114, 97 Ib down and 106 Ib up at 18-114, and 97 Ib down and 106 Ib up at 20-114, and 189 Ib down and 206 Ib up at 23-0-0 on top chord, and 402 Ib down and 179 Ib up at 7-0-0, 60 Ib down and 21 Ib up at 9-0-12, 60 Ib down and 21 Ib up at 11-0-12, 60 Ib down and 21 Ib up at 13-0-12, 66 to down at 15-0-0, 66 Ib down at 16-11-4, 66 Ib down at 18-11-4, and 66 Ib down at 20-11-4, and 327 Ib down and 65 Ib up at 22-11-4 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 1) Dead + Roof Live (balanced) Lumber Increase=1 25, Plate Increase=1.25 Uniform Loads (plf) Vert 1-2=60, 2-3=-60, 3-7=-60, 7-10=-60, 1-19=-20, 18-19=20, 2-15=-20, 14-23=-20 Concentrated Loads (lb) Vert 3=-80(F) 7=1142(F) 17=-402(F) 11=327(F) 26=-80(F) 27=80(F) 28=-80(F) 29=-97(F) 30=-97(F) 32=-97(F) 33=-97(F) 34=-55(F) 35=55(F) 36=-55(F) 37=-41(F) 39=41(F) 40=41(F) 41=41(F) r Q WARNING - Verify dasrgn paramafars and READ NOTES ON TNIS AND INCLUDED M/TEK REFERENCE PAGE MII-7173 ray. 10/03/2015 BEFORE USE Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall rbuildingdesignBracingindicatedistopreventbucklingofindividualtrussweband/or chord members only Additional temporary and permanent bracing RisalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthe OR fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSIRPII Quality Crttena, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq/Milan-1349-A or C_TRAY T71922665 P1349AC-T A6 HIP 1 1 Mid -Florida Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Fn Aug 25 13.10 06 2017 Page 1 ID S_OpR05ws4l4AkYA3UNGXPzrBby-hyWZKSGaisNxgOylCHvvPjwRV08hYUT>VcnXkAykJIF 1 7-5-4I 14-0 158-0 22-6-12 30.0.0 a1-O-0 i1-0.0 7-5-4C>10-12 1-4-0 6-10-12 7-5-4 1-0-0 Scale = 1 55 8 04 = 4x4 = 11 13 .- 11 10 9 3x5 — 1x4 I 3x4 = 3x4 = 1x4 I 3x5 = 3x4 = 17 d 7-54 14-4-0 7-14 110.12 158-0 22$12 30.0.0 1-0 6-10.12 7-54 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in floc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 056 Vert(LL) -0 11 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 0.59 Vert(TL) -0 31 9-10 >999 180 BCLL 00 ' Rep Stress Incr YES WB 081 Horz(TL) 010 7 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-M) Weight 152 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3-9-12 oc purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 8-6-13 oc bracing. WEBS 2x4 SP No 3 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=-1458/506, 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. VuR=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, h=25ft, B=45ft; L=30ft, eave=oft, Cat. Il; Exp B, Encl., GCpi=O 18, M WFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 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 Ito uplift at joint(s) except Qt=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 - V designQVerifyp laarametars and READ NOTES ON 1M5 AND INCLUDED 11HTEK REFERENCE PAGE Ml1.7173 rev. fdWJr2015 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 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 temporaryand 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 ANSIITP11 Duality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute. 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq/Milan-1349-A or C_TRAY Ti1922666 P1349AC-T A7 HIP f 131) Mid -Florida Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Fn Aug 25 13 10 07 2017 Page 1 ID S_OpRO5ws414AkYA3UNGXPzr8by-994xYoHCTAVoH9WUm_Q8xwSdvQV5H0?8tGVJ4GdykJIE r1raT fi5-4 F 12-4-0 17-&0 23tr12 I 30.0.0 31-0.0 1-0.0 6-54 5-10-12 5+0 5-10.12 6-5-4 I1 Scale = 1 53 5 4x8 = 4x4 = 13 12 10 9 3x5 = 1x4 I 3x4 = 3x4 — 3x8 = 1.4 II 3x5 = n 11 LOADING (psf) TCLL 200 TCDL 10.0 BCLL 0.0 ' BCDL 100 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1 25 Rep Stress Incr YES Code FBC2014frP12007 CSI. TC 0.39 BC 052 WB 0 48 Matrix-M) DEFL. in (loc) I/deft Ud Vert(LL) -0.09 12-13 >999 240 Vert(TL) -0 27 12-13 >999 180 Horz(TL) 010 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 B-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 Uplift 2=-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=-13771587, 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, 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., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 12-4-0, Extenor(2) 12-4-0 to 21-10-15, Intenor(1) 21-10-15 to 31-0-0 zone,C-C for members and forces G 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 Ito uplift at joint(s) except (ft=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 0 WARNING - Varify dasrgn param l and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MII.7473 ra. 1010312015 BEFORE USE. Design valid for use only with MiTekm connectors This design is based only upon parameters shown, and is for on individual building component, not truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall bmldmg design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is aWays required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/ PII Quality Cntena, DSB-89 and BCSI Building Component 6904 Parke East BIW 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 Park Sq/Milan-1349-A orC TRAY T71922667 P1349AC-T A15 HIP 1 1 Job Mid -Florida Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Fn Aug 25 1310 07 2017 Page 1 IDS OpRO5ws414AkYA3UNGXPzr8by-994xYoHCTAVoH9WUm_08xwSfBOR8H3881GW4GdykJIE ri SS4 10-1-0 150.0 19-8-0 I 24-6-12 I 30.0.0 a1-o-D 1-0.0 114 4-10.12 4-8.0 4-8.0 4.10.12 114 Scale = 1 53 5 4x4 = 3x4 = 4x4 = 4 23 245 25 26 6 14 13 11 10 3x4 i 1x4 ' 3x8 = 04 3x8 = 1x4 II 3x4 LOADING (psf) TCLL 200 TCDL 10.0 BCLL 0.0 ' BCDL 100 SPACING- 2-0-0 Plate Grip DOL 1 25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014/TP12007 CSI. TC 031 BC 077 WB 0.28 Matrix-M) DEFL- in (loc) I/defl L/d Vert(LL) -018 11-13 >999 240 Vert( TL) -0.53 11-13 >685 180 Horz( TL) 011 8 n/a n/a PLATES GRIP MT20 244/190 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 purlins BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 7-9-3 oc bracing. WEBS 2x4 SP No 3 REACTIONS. ( lb/s¢e) 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=-566/1668, 12-13=-451/1675, 12-29=-451/1675, 11-29=-451/1675, 10- 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- f 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=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 1D-4-0, Extenor(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 Qt=lb) 2=328, 8= 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 - Vergy design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE Mll-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 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 temporaryand 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 ANSIrTP11 Quality Criteria, DSB419 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/Milan-1349-A or C_TRAV T71922668 P1349AC-T A9 HIP 1 1 Mid -Florida Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Fn Aug 25 13 10 08 2017 Page 1 IDS OpRO5ws414AkYA3UNGXPzr8by-dLeJ18lgEUdfvJ5hJIyNUB'>mwgpYOXylywGeo3ykJID r1- 00 4-54 8-4-0 15-0-0 21-e-o 25-Fi12 30-0-0 a1-ao 1310.12 6-8-0 6-8-0 3.10.12 4-54 Scale = 1 53 5 4x8 = 4x8 = 1 21 22 ' 23 24 6 3x5 = 3x4 = 3x4 = 3x4 = 3x5 = 3x8 = 8-4-0 i 150.0 21-8-0 i 30.0.0 LOADING (psf) SPACING- 2-0-0 TCLL 200 Plate Grip DOL 1.25 TCDL 100 Lumber DOL 1.25 BCLL 00 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 CSI. DEFL. in (loc) I/defl Ud TC 056 Vert(LL) 0 12 11 999 240 BC 0.70 Vert(TL) 0 32 10-11 999 180 WS 024 Horz(TL) 010 8 n/a n/a Matrix-M) PLATES GRIP MT20 244/190 Weight, 149 lb 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 Uplrft2=-328(LC 12), 8=328(1_C 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=-2140/8D4, 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, 5-11=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, Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3.Opsf, h=25ft, B=45ft, L=3011t, eave=4ft, Cat II; Exp B, Encl., GCpi=O 18, MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 8-4-0, Extenor(2) 8-4-0 to 25-8-11 Intenor(1) 25-8-11 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 beanng plate capable of withstanding 100 lb uplift at joint(s) except Ot=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 Q WARNING - Vari/y dasrgn panmaran and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MU-7177 nv. 10/07/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for on individual building component, 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 antl property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Milan-1349-A or C_TRAY T71922669 P1349AC-T A10 SPECIAL 1 1 Mid -Florida Lumber, Banow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Fn Aug 25 13 10 012017 Page 1 ID.S OpRO5ws414AkYA3UNGXPzr8by-K?IgHICRuKIRE3KPkJkdCbT?RstDgGLK3m3zykJIK r_1-0.0i 6-4-0 11-8-0 17-40 20-4.0 24-10.12 30-0.0 1-0.0 6-4-0 5.4-0 5-0 3-4-0 4$12 5-1-4 1-0.0 Scale = 1 54 4 14 13 11 " 3x5 - 1x4 II 3x8 = 4x4 = 5x5 = 3x4 = 3x5 = LOADING (psf) TCLL 200 TCDL 100 BCLL 0.0 ' BCDL 100 SPACING- 2-0-0 Plate Grip DOL 1 25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014rrP12007 CSI. TC 0.45 BC 064 WB 0 78 Matnx-M) DEFL. in (loc) I/deft L/d Vert(LL) -0 19 11-13 >999 240 Vert(TL) -0.47 11-13 >767 180 Horz(TL) 011 8 n/a n/a PLATES GRIP MT20 244/190 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 I REACTIONS. (lb/size) 2=1263/0-8-0, 8=1257/0-8-0 Max Horz 2=109(LC 11) Max Uplrft2=-330(LC 12), 8=-326(LC 12) FORCES. (lb) - Max. Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 2-21=-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=-316/961, 4-13=-363/189, 5-11 =- 1542/603, 6-11=-698/2038, 6-10=-111/387, 7-10=-253/168 NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind ASCE 7-10, Vut1=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 Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-4-0, Exterior(2) 6-4-0 to 9-4-0, Interior(1) 17-0-0 to 31-0-0 zone;C-C for members and forces & 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 (/t=lb) 2=330, 8=326 7) "Semi -rigid pnchbreaks 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 • VrHy design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE M11.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, notmks a truss system Before use, the budding 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 kXLTY.Iii is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the liF1 C f fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPl1 Quality Criteria, DSBJ! and SCSI Building Component 6904 Parke East Blvd Safaty Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 2.2314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq/Milan-1349-A or C_TRAY T71922670 P1349AC-T All SPECIAL 1 1 Mid -Florida Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Fn Aug 25 13 10 02 2017 Page 1 ID S_OpRO5ws414AkYA3UNGXPzr8by-pBH2U5D3eetVBOeXzRrzEtlhrPkRchcPa_pJbPykJIJ i1-0.0 4-4-0 9-SO 150-0 20.4-0 24-10.12 30-0.0 1-0.0 4-0 5-0 5-0 10 4-612 11-4 Scale = 1 54 4 4x4 = 15 - "' " 14 - - 12 11 10 3x5 % tx4 I 4x10 = 3x8 M18SHS = 4x8 = 1x4 I 3x5 = 1x4 II 4-4-0 5-4-0 54-0 5-4-0 4-6-12 51-4 Plate Offsets (X Y)- 12 0-2-10 0-1-81 13 0-6-4 0-2-01 f8 0-0-4 EdgeI LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 079 Vert(LL) 0.31 12-14 -999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 081 Vert(TL) 0 79 12-14 >457 180 M18SHS 244/190 BCLL 00 ' Rep Stress Incr NO WB 074 Horz(TL) 0.15 8 n/a n/a MT18HS 244/190 BCDL 10.0 Code FBC2014ITP12007 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 ceiling 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 Uplrft2=-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=-103214418, 13-30=-1032/4418, 12-13=-1032/4418, 11-12=1035/4412. 10-11 =-416/1967, 8-1 0=-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. VuK=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3.Opsf, h=25ft, B=45ft, L=24ft, eave=oft, Cat. 11, Exp B. Encl., GCpi=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)otnt(s) except Ut=lb) 2=411, 8=354 8) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 114 lb down and 92 Ito up at 4-4-0, 83 lb down and 68 lb up at 5-1-14, 86 lb down and 67 Ib up at 7-1-14, and 86 lb down and 67 lb up at 9-1-14, and 84 lb down and 67 lb up at 10-8-6 on top chord, and 48 lb down at 4-4-0, 31 lb down at 5-1-14, 31 Ib 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 Printed copies of this document are 10) 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 LOAD CASE(S) Standard the signature must be verified on any electronic copies Q WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE MII.7473 - 1OM312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters crown, and is for an individual building component, not e 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 MRT fabrication, storage, delivery, erection and bracing of trusses and truss systems, see A1YSIrrPl1 Quality Criteria, DS5419 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/Mllan•1349-A or C_TRAY T11922670 P7349AC•7 A11 SPECIAL 1 t MId-Flonda Lumber, Bartow, FL lifU s Aug lb 2U1 ( MI I ek Industries, inc,Fn Aug 2b 17 10 OL LUl I wage 2 ID S_OpRO5ws414AkYA3UNGXPzrBby-pBH2U5D3eetVBOeXzRrzEtlhrPkRchcPa_pJbPykJIJ LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=1 25 Unrforrn 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(F) 29=22(F) 30=-22(F) Q WARNING - Verify design persme/ars and READ NOTES ON TNIS AND INCLUDED WTEK REFERENCE PAGE MII-7473 rev. 1010312015 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,ihe building designer must verily the applirJabilrly 01 design parameters and progeny incorporate this design into the overall - - buildingdesign Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing k[i'TS1s laa 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 antl truss systems, see ANSIITPII Quality Criteria, D56419 and SCSI Building Component 6904 Parke East Blvd safety ; on, available from Truss Plate Institute, 218 N Lee Street, Suite 312, Ale"ridna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply or C TRAYParkSq1M,an-1349-A T11922671 P1349AC-T B1 COMMON 4 1 Mid -Florida Lumber, Barlow, FL. 7 640 s Aug 16 2017 MITek Industries, Inc Fri Aug 25 13 10 09 2017 Page 1 ID S_OpRO5ws414AkYA3UNGXPzr8by-6XChyUJS?nIWXTgttPTcOLYOaD7Yl_tRBa?BLVykJIC 4-9-4 9+0 13-10-12 19-0-0 20-0-0 4-6-124-9-4 412 4-612 5-1-4 1-D-0 Scale = 1 34 9 4x4 = I'l 3x5 = 5x8 = 3x4 = IV 9-4-0 9.8-0 Plate Offsets (X.Y)— f5,0-1-12.Edoe1, l7 0-4-0.0-3-01 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) 0.12 7-10 999 240 MT20 2441190 TCDL 100 Lumber DOL 1.25 BC 078 Vert(TL) 0 32 7-10 716 180 BCLL 0.0 ' Rep Stress Incr YES WB 020 Horz(TL) 004 5 n/a n/a BCDL 10.0 Code FBC2014ITP12007 Matrix-M) Weight 85 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No 2 BOT CHORD WEBS 2x4 SP No 3 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 I =-179(LC 12), 5=-225(LC 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=-1220/405 BOT CHORD 1-7=295/1045, 5-7=308/1043 WEBS 3-7=134/515, 4-7=-337/211, 2-7=-344/201 Structural wood sheathing directly applied or 5-2-4 oc purlins Rigid ceiling directly applied or 10-0-0 oc bracing NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3 Opsf, h=25ft, B=45ft; L=24ft; eave=4ft; Cat 11, Exp B, Encl , GCpi=0.18, MWFRS (directional) and C-C Exterior(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 9-4-0, Exterior(2) 9-4-0 to 12-4-0 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1 60 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (It=lb) 1=179, 5=225. 6) "Semi -rigid pi chbreaks 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 AWARNING • VwHy design panmafars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev. 10/07/I015 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 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 intury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Cntana, DSB49 and SCSI Building Component 6904 Parke Fast Blvd 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 SgrMilan-1349-A or C_TRAY T71922672 P1349AC-T B2 HIP 1 1 Mid-Flonda Lumber,- Bartow, FL 7 640 s Aug 16 2017 MiTek Indusines, Inc Fn Aug 25 13 10 09 2017 Pagel ID S_OpR05ws414AkYA3UNGXPzrBby-6XChyUJS?nIWXTgttPTcOLYOyDAwl KRBa?BLVykJIC 4-5-4 4-2-12 1+0 4-2-12 4-9-4 ' 1-0-0 4x4 = 4x4 = Scale = 1 34 0 Id 3x5 = 3x4 = 5x5 = 3x4 = B-8.0 1+0 9-a0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1.25 TC 0.23 TCDL 100 Lumber DOL 1.25 BC 062 BCLL 00 ' Rep Stress Incr YES WB 0 17 BCDL 100 Code FBC2014/TPI2007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 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 /=-179(LC 12), 6=225(1_C 12) DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) -0.12 9-12 >999 240 MT20 244/190 Vert(TL) -0 30 9-12 >756 180 Horz(TL) 004 6 n/a n/a Weight 90 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-2-7 oc purlins BOT CHORD Rigid ceiling directly applied or 9-9-6 oc bracing. FORCES. (lb) - 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=1571793, 6-8=-359/1063 WEBS 2-9=334/217. 3-9=-80/272. 5-8=322/229 NOTES- I 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 11, 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, Exterior(2) B-8-0 to 10-0-0, Intenor(1) 14-4-11 to 20-0-0 zone,C-C for members and forces & 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 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=179, 6=225. 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING • VeHly design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7173 nv. 1010312015 BEFORE USE Design valid for use only with MiTelkV connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the,buildmg designer must verify the applicability of design parameters and properly incorporate this design into the overall - - building tlesign Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing 1ai11 is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the M- fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Criteria, OSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Dry Ply Park Sq/Milan.1349-A or C_TRAY T11922673 P1319AC-T 83 HIP 1 1all Mid -Florida Lumber, Barlow, FL 7 640 s Aug 16 2017 MiTek Intlustries, Inc Fn Aug 25 13 10 10 2017 Page 1 ID S_OpRO5ws414AkYA3UNGXPzrBby-ak14AgJ5m5tNBdF3R7_rZZ42mdTeURWbPElktyykJIB 35-4 T O 12-0.0 15-2-12 I 19-0.0 12 3-5-4 3-2 -12 5+0 3-2-12 3-9-4 1-0-0 Scale = 134 0 4x5 = 4x8 = 3 17 18 19 4 R 4x4 4x4 = 3x8 = 3x4 = 4x4 = 12-0-0 rrto 5+0 7-0.0 Plate Offsets (X Y)— I4:0-5-4.0-2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Lid PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TIC 080 Vert(LL) -0.09 B-10 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 078 Vert(TL) -0.25 8-10 >917 180 BCLL 00 ' Rep Stress Incr NO WB 024 Horz(TL) 008 6 n/a n/a BCDL 100 Code FBC2014ITP12007 Matrix-M) Weight 90 lb FT = 20 % LUMBER- BRACING - TOP CHORD 2x4 SP No 2 'Except' TOP CHORD Structural wood sheathing directly applied or 3-0-3 oc purlins. 3-4 2x4 SP No 1 BOT CHORD Rigid ceiling directly applied or 7-6-9 oc bracing 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(1_C 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 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=4ft, Cat. II; Exp B, Encl., GCpi=O 18, MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1 60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 1=392, 6=433 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 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-D-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=1 25, Plate Increase=1 25 Uniform Loads (plf) Printed copies of this document are Vert 1-3=60, 3-4=-60, 4-7=-60,11-14=-20 not considered signed and sealed and Concentrated Loads (lb) the signature must be verified onVert3=-142(F) 4=-142(F) 9=-41(F) 10=-327(F) 8=-327(F) 18=-97(F) 19=-97(F) 20=-41(F) any electronic copies Q WARNING - Verity design parem.1— and READ NOTES ON THIS AND INCLUDED Ii REFERENCE PAGE MII-7473 rev 1010312015 BEFORE USE Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSWTP11 Quality Criteria, DSB-89 and SCSI Building Component 69D4 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Milan-1349-A orC TRAY I T11922674 P1349AC-T C1 SPECIAL 1 1 Mid -Florida Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Fn Aug 25 13 10 11 2017 Page 1 ID S_OpR05ws414AkYA3UNGXPzrBby-2wJSNAKjXP>EmngF>gV45mdLYtu2DgxkeuUIPOykJIA 1-0-12 4-11-4 %i 0-4-1 4-0-a 1-0-12 6 00 F12 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1 25 TC 028 TCDL 100 Lumber DOL 1 25 BC 0.45 BCLL 00 ' Rep Stress Incr NO WB 048 BCDL 10.0 Code FBC2014/TP12007 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 4x4 = 3x4 =3x4 3x4 = 1 5x4 I 9 8 DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) 0 02 11-12 >999 240 MT20 244/190 Vert(TL) -0 04 11-12 >999 180 Horz(rL) -0 02 9 n/a n/a Scale = 1 48 7 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 pt=length) 12=0-7-4 Ib) - 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, 3-4=-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, 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), end vertical left exposed, porch left exposed, Lumber DOL=1 60 plate grip 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 ANSVTPI 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 joint(s) 9 except 0=1b) 12=416, 10=1382, 8=145. 9) "Semi -rigid pdGhbreaks 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 Ito 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 Ito 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, 3-4=-60, 4-6=-60, 6-7=-60, 10-12=-20, 8-9=20 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Viii design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10,V3/2015 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 verdy the applicability of design parameters end 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/TPI11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312, Alexandra. VA 22314 Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq/Milan-1349-A or C_TRAY T71922674 P1349AC-T C1 SPECIAL 1 1 Mid-monda Lumber, bl1MM, FL LOAD CASE(S) Standard Concentrated Loads (lb) Vert. 3=-90(F) 4=90(F) 11=-149(F) 13=-149(F) r Zu 5 Aug 16 2011 Mil ek Industries, Inc Fn Aug 25 13 10 11 2017 Page 2 ID S_OpRO5ws414AkYA3UNGXPzr8by-2wJSNAKIXP?EmngF?gV45mdLY1u2DgxkeuUIPOykJIA WARNING - Vrlfy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7477 rw. 1010312015 BEFORE USE. Design valid for use only with MITek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPII Quality Crtteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 2.2314 Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq/Milan-1349-A or C TRAY T71922675 P1349AC-T C2 SPECIAL 1 1 Job fr Mad -Florida Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Fn Aug 25 13 10 12 2017 Page 1 10 S OpR05ws414AkYA3UNGXPzrOby-W6tgbWLLIt75OxPSYYDJe_9WJRE4yHPutYErygykJl9 1 -0-12 .1 1-0-12 3x4 = 3x4 i 4x4 = 6 00 12 3 4 5 12 11 1 5.4 11 6x6 = 4-2.11 0- 01.8-12 4-11-4 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 FBC2014ITP12007 Matrix-M) DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.03 8-9 >999 240 MT20 244/190 Vert(TL) -0.05 8-9 >999 180 Horz(TL) -0 03 8 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x4 SP No.2 'Except' 3-11: 2x4 SP No.3 BOT CHORD WEBS 20 SP No 3 REACTIONS. (lb/size) 12=248/0-3-4, 8=418/0-7-4, 11=729/0-7-4 Max Horz 12=235(LC 6) Max Uplift 12=204(LC 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 Scale = 1:50 2 Weight 94 Ib FT = 20 Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, 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, Vu11=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 Ib uplift at joint(s) except (/t=lb) 12=204, 8=462, 11=1159 7) "Semi -rigid pltchbreaks 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 Ib up at 4-11-4, and 185 Ib down and 206 Ib up at 6-3-4 on top chord, and 242 Ib down and 246 Ib up at 4-11-4, and 606 Ib down and 632 Ib 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=l 25, Plate Increase=1.25 Uniform 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(17) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies A WARNING - VaNy design paramete and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII.7473 rev. 1010312015 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 1u is always required for stability and to prevent collapse with possible personal mdury and property damage For general guidance regarding the fabrication. storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Ouallty Crttena, DSB49 end 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/Milan-1349-A or C TRAY T71922676 P1349AC-T cJ JACK 1 1 Jot Mid -Florida Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Fri Aug 25 13 10 12 2017 Page 1 ID S_OpRO5ws414AkYA3UNGXPzr8by-W6tgbWLLli75OxPSYYOJe 9acRKCVNgutYErygykJl9 1-0-0 1-0-0 2x4 = 1-o-D 1-D-0 Scale = 1 7 2 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 001 Vert(LL) -0 00 6 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 001 Vert(TL) -0.00 6 >999 180 BCLL 00 ' Rep Stress Incr YES WB 000 Horz(TL) 0.00 1 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight3 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. ( lb/size) 1=41/Mechanical, 2=22/Mechanical, 3=16/Mechanical Max Horz 1=17(LC 12) Max Uplift1=-4(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 NOTES- 1) Wind. ASCE 7-10; VuH=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=241t, eave=4ft, Cat. II, Exp B; Encl., GCpi=O 18, MWFRS (directional) and C-C Extenor(2) zone,C-C for members and forces 6 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10 0 psf bottom 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 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 - Vargy design Par amafars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rw. 1010312015 BEFORE USE. - Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is ahvays 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 ANS11TPI1 Quality Crltena, DSB49 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq/Mil2n-1349-A or C_TRAY T11922677 P1349AC-T CJ1 JACK 9 1 Job mia-riorioa wmoer, eanaw, rL r _u s Hug is zui r mi i eK mausmes, me — nug zo i a - i e zui i rage i IDS OpRO5ws4l4AkYA3UNGXPzrBby_JRCorMz3DGy?4_e6FXYBBIkPrgUhgwl6CzPUGykJIB 1-PO 1-0-0 2x4 = 7_ LQ 1.D-0 Scale = 17 1 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20 0 Plate Grip DOL 1.25 TC 007 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 001 Vert(TL) -0.00 7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0 00 Horz(TL) -0 00 2 n/a n/a BCDL 100 Code FBC2014rrP12007 Matrix-M) Weight 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins BOT CHORD 2x4 SP No 2 BOT CHORD Rigid telling directly applied or 1G-0-0 oc bracing. REACTIONS. (lb/size) 3=12/Mechanical, 2=124/0-8-0, 4=3/Mechanical Max Horz 2=42(LC 12) Max uplift3=-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 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=0.18, MWFRS (directional) and C-C Exterior(2) zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 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 AWARNING • Verify daslpn Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7177 nv. 1010312015 BEFORE USE. Design valid for use only with MiTeW wnnectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use. the building designer must 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 in/ury and property damage For general guidance regarding the fabricanon, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPl1 Quality Cntena, DSB49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Dty Ply Perk Sq/Milan-1349-A or C TRAY 71192267E P1349AC T CJ3 JACK 7 1 ah Lumber, Barlow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Fn Aug 25 13 10 13 2017 Page 1 IDS OpRO5ws414AkYA3UNGXPzr8by-_JRCorMz3OGyl4_e6FXYBBikHrgingwl6CzPUGykJl8 1-0-0 30-0 1-ao 3-60 it 2x4 = Scale = 1 12 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. In loc) I/defl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 0.08 Vert(LL) -0.00 4-7 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 006 Vert(TL) -0 01 4-7 >999 180 BCLL 00 ' Rep Stress Incr YES WB 0.00 Horz(TL) 000 2 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-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 purllns. 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 Upllft3=-34(LC 12), 2=-67(LC 12) Max Grav3=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, VuR=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3 Opsf, h=25ft, 13=45ft, L=24ft, eave=4ft, Cat 11, Exp B, Encl., GCpi=O 18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 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 /olnt(s) 3, 2. 6) "Semi -rigid pltchbreaks 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 - Vrdy Wsign paramrrs and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7477 nv. 10N7/2015 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 ANSIrrP41 Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alenandna. VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq/Msan-1349-A orC TRAY T11922679 P1349AC-T CJ3A JACK 7 1 ram-rionbi Lumber, tsanow, rL / au s Aug tb Nr I mi i es mbusines, me rn Aug zo t s ru t s zut I rape i UNGXPzrBby-_JRCorIDS_OpR05ws414AkYA3Mz3OGy'4_e6FXYBBIidrfwhp816CzPUGykJ18 1-0-12 2-11-4 1-.12 2-11-4 Scale = 128 0 6 15.4 11 4 3x4 t i 2-11-4 2-11-4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Lrd PLATES GRIP TCLL 200 Plate Grip COL 1.25 TC 025 Vert(LL) 001 5-6 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1 25 BC 0.11 Vert(TL) 0 01 5-6 999 180 BCLL 0.0 ' Rep Stress Incr YES WB Oil Horz(TL) 0 01 3 n/a n/a BCDL 100 Code FBC2014/TP12007 Matrix-M) Weight 21 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 20 SP No 2 WEBS 20 SP No.3 BOT CHORD REACTIONS. (lb/size) 6=198/0-8-0, 3=66/Mechanical, 4=27/Mechanical Max Horz 6=216(LC 12) Max Uplift6=-1(LC 10). 3=52(LC 12), 4=-170(LC 12) Max Grav6=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 Structural wood sheathing directly applied or 2-11-4 oc purlins, except end verticals Rigid telling directly applied or 10-0-0 oc bracing NOTES- 1) Wind. ASCE 7-10, VuH=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, h=25ft, B=45ft; L=24ft, eave=4ft; Cat II, Exp B, Part Encl., GCpi=O 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 foint(s) 6, 3 except (ft=lb) 4=170 6) "Semi -rigid pilchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Verify daslgn paramwrs and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M0-7473 — 1010312015 BEFORE USE Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building desrgn Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing I li is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the M1 ax fabrication, storage, delivery, erection and breang of trusses and truss systems, see ANSUTPl1 Quality Criteria, DSB-49 and SCSI Building Component 6904 Parke East Blvd Safaty Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alemndria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park SgUian-1349-A or C TRAY T11922680 P1349AC-T CJ38 JACK 1 1 Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek Industries. Inc Fn Aug 25 13 10 14 2017 Page 1 ID S_OpR05ws414AkYA3UNGXPzrBby-SV?aOBMbgKOodEZggy2nlPFvfE?NOGpAKslyOjykJl7 1-0.12 i 2-11-4 i - 0-12 z-11-4 600 F12 6 4 1x4 3x4 = Scale = 1 36 5 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/TPI2007 CSI. TC 0.10 BC 009 WB 0.09 Matrix- M) DEFL. in Vert( LL) -0 00 Vert( TL) -0 01 Horz( TL) -0.01 loc) Udell 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 Uplift 3=-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, B=45ft, L=24ft, eave=4ft, Cat. II, Exp B, Encl , GCpi=0.18, MWFRS (directional) and C-C Exterior(2)-1-0-12 to 1-11-4, Intenor(1) 1-11-4 to 2-10-8 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 except (/t=lb) 4= 135 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 • Verifydesign NO pnparametarsandREADNOTESONTHISANDINCLUDEDMITEKREFERENCEPAGEMII.707 rw. 10/07/2015 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 end/or chord members only Additional temporary and permanent bracing , 4 f isalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingtheie7 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB49 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq/Milan-1349-A or C_TR4V T719226t11 P1349AC-T CJ3C JACK 1 1 3-0-0 2x4 = nuy io nuyc iv rage ID S_OpRO5ws414AkYA3UNGXPzr8by-SV?aOBMbgKOodEZggy2njPFvxEDuOHAAKsjyOjykJl7 3 Scale = 1 12 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 008 Vert(LL) -0 00 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 006 Vert(TL) -0 01 3-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0 00 Horz(TL) 000 1 n/a n/a BCDL 100 Code FBC2014/TPI2007 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, 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 S 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) 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 - Vrrfy durpn panmatars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7473rw. f 0/03/2015 BEFORE USE. aaaaaa 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 verity the applicability of design parameters and properly incorporpte.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 I'sfabrication, storage, delivery, erection antl bracing of trusses and truss systems, see ANSIrTPIt Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Salety Information available from Truss Plate Institute, 218 N Lee Street, Suns 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq/Milan-1349-A or C_TRAY T11922682 P1349AC-T CJ3T SPECIAL 2 1 Mod-Flonda Lumber, Bartow, FL 7 640 Is Aug 16 2017 MiTek Industries, Inc Fn Aug 25 13 10 15 2017 Page 1 ID S OpRO5ws414AkYA3UNGXPzrBby-whZzDXNDbdMFO81EgaOGcn4NeKv9kOKZWSVY9ykJ16 1.D-0 2-7-8 0-4-8 Scale = 1 12 3 2x4 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 010 Vert(LL) 001 7 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 014 Vert(TL) -0 01 7 >999 180 BCLL 00 ' Rep Stress Incr YES WB 000 Horz(TL) 001 5 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight 13 Ito FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-D-0 oc purlins. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing 3-7 2x4 SP No 3 REACTIONS. (lb/size) 2=207/0-8-0, 5=1 01 /Mechanical Max Horz 2=82(LC 12) Max Uplift2=-66(LC 12), 5=-44(LC 12) FORCES. (lb) - Max Comp /Max. Ten - All forces 250 (lb) or less except when shown NOTES- 1) Wind ASCE 7-10, Vul1=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) -1-0-0 to 2-2-5, Interior(1) 2-2-5 to 3-0-0 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) 2, 5 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 VerifyQWARNING •design—r3 y parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7177 rav 10A77/2015 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 end 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 eWays required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the Wr fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality criteria, DSB-0f and BCSI Building Component 6904 Parke East Blvd Safety ; on, available from Truss Plate Institute, 21e N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sqr Vban-1349-A or C TRAY T71922663 P1349AC-T CJ4 JACK 1 1 job Mid -Florida Lumber, Barlow. FL 7 640 s Aug 16 2017 MiTek Industries, Inc Fri Aug 25 13 10 15 2017 Page 1 ID S_OpR05ws414AkYA3UNGXPzrBby-whZzDXNDbdWIFO81EgaOGcn1CeJ69kDKZWSVY9ykJ16 4-8-0 4-8-0 Scale = 1 17 3 3x4 = 048 LOADING (psf) SPACING- 2-M CS'. TCLL 20 0 Plate Grip DOL 1.25 TC 030 TCDL 10.0 Lumber DOL 1.25 BC 0 25 BCLL 00 ' Rep Stress Incr YES WB 0.00 BCDL 100 Code FBC2014rrP12007 Matnx-M) LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 REACTIONS. (lb/size) 1=184/0-8-0, 2=124/Mechanical, 3=60/Mechanical Max Horz 1=77(LC 12) Max Uplrft1=-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. DEFL. in (loc) Udefl Lid PLATES GRIP Vert(LL) 003 3-6 >999 240 MT20 244/190 Vert(TL) -0 06 3-6 >908 180 Horz(TL) 001 1 n/a n/a Weight15 Ib FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-8-0 oc purlins BOT CHORD Rigid telling 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=4511t; 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 4-7-4 zone,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 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 paromefers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 — f 0/0312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system, Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall - building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing I s sways 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 Quality Critena, DSB a9 and BCSI Building Component 5904 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 Qly Ply Park Sq/Milan-1349-A or C_TRAY T71922684 P1349AC-T CJ5 JACK 5 1 Mid -Florida Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Fn Aug 25 13 10 16 2017 Page 1 ID S_OpRO5ws414AkYA3UNGXPzrBby-Ot7LQtOrLxeWsYiDnN5FogKDt2gXuBgToAC35bykJl5 1-0-0 5-D-0 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1.25 TC 025 TCDL 100 Lumber DOL 1.25 BC 0.18 BCLL 00 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014/TPI2007 Matnx-M) LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 REACTIONS. (lb/size) 3=111/Mechanical, 2=298/0-8-0, 4=46/Mechanical Max Horz 2=108(LC 12) Max Uplrft3=-60(LC 12), 2=-82(LC 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 Scale =1 18 2 5-0-0 DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 0.02 4-7 >999 240 MT20 244/190 Vert(TL) -0 04 4-7 >999 180 Horz(TL) 000 2 n/a n/a Weight 18 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD Rigid ceiling 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=24111, eave=4ft, Cat. II, Exp B, Encl , GCpi=O 18, MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone,C-C for members and forces d MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1 60 2) This truss has been designed for a 10 0 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 - Vrify design parameters and READ NOTES ON TINS AND INCLUDED MITEK REFERENCE PAGE M11.7473 ne, 1010312015 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 tlesign Bracing indicated is to prevent buckling of i drMual 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 ANSIRPl1 Quality Cm Lena, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq/Milan-1349-A or C_TRAY T11922685 P1349AC-T CJST SPECIAL 2 1 Job ah Mid - Florida Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Fn Aug 25 13 10 16 2017 Page 1 ID S_OpRO5ws414AkYA3UNGXPzr8by-Ot7LQtOrLxeWsYiDnN5FogKCa2eluBgToAC35bykJ15 i - 1-0-0 2-7-8 5-0-0 1 40 , 2-7-8 24-8 Scale = 1 17 3 2x4 = z- 7-6 sao LOADING ( psf) SPACING- 2-0-0 CSI. TCLL 20 0 Plate Grip DOL 1 25 TC 026 TCDL 100 Lumber DOL 1 25 BC 029 BCLL 00 ' Rep Stress Incr YES WB 0 00 BCDL 100 Code FBC2014rrP12007 Matrix-M) LUMBER. TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No 2 'Except* 3- 7, 2x4 SP No.3 REACTIONS. ( lb/size) 4=95/Mechanical, 2=307/0-8-0, 5=59/Mechanical Max Horz 2=108(LC 12) Max Upirft4=-44(LC 12), 2=83(1-C 12), 5=-7(LC 12) Max Grav4=95(LC 1), 2=307(LC 1), 5=71(LC 3) FORCES. ( Ib) - Max Comp./Max. Ten - All forces 250 (lb) or less except when shown DEFL. in (loc) I/defl Ud PLATES GRIP Vert( LL) 004 6 >999 240 MT20 2441190 Vert( TL) -007 ' 6 >910 180 Horz(TL) 003 5 n/a n/a Weight 19 lb FT = 20% BRACING - TOP CHORD , Structural wood sheathing directly applied or 5-0-0 oc purlins BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing NOTES- 1) Wind ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, h=25ft, B=45ft, L=24ft, eave=4ft, Cat II, Exp B, Encl , GCpi=O 18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1.60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 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, 2, 5 6) "Semt- 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 - Verify design PanmereM and READ NOTES ON THIS 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 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 ANSVrPl1 Quality Crttena, DSB-89 end BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq/Milan-1349-A or C_TRAY T11922686 P1349AC-T CJA JACK 7 1 Mid -Florida Lumber, Bartow, FL 7 640 c Auq 16 2017 Mi7ek Intluctries, Inc Fn Aug 25 13 10 17 2017 Page 1 ID S_OpRO5ws4i4AkYA3UNGXPzr6by-t4hIeDPU6FmNUiHPL5cUL1tE6SyPdewdOpxcd2ykJl4 10-11- 4 M401116o0 F12 5 4x5 = Scale = 1 23 1 LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 085 Vert(LL) -0 00 4-5 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.39 Vert(TL) -0 00 4-5 >999 180 BCLL 00 ' Rep Stress Incr YES WB 000 Horz(TL) -0.10 3 n/a n/a BCDL 100 Code FBC2014rTP12007 Matrix-M) Weight 9 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 0-11-4 oc 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=160/0-8-0, 3=27/Mechanical, 4=2/Mechanical Max Horz 5=171(LC 12) Max Uplift5=-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 Il, Exp B; Part Encl , GCpi=O 55, MWFRS (directional) and C-C Exterior(2) zone, end vertical left exposed;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) except (It=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 A WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 — 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 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 'ifix.h 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, see ANSI/TPI1 Quality Cntena, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park SgMtilar.1349-A or C_TRAY T11922687 P1349AC-T CJB JACK 1 1ah Mio-Monde LUMM, bandW, FL / blU 5 Aug Ib ZU1 / MI I ek I stries, Inc i-n Aug Z5 13 lU 1 I ZU1 / rape 1 ID S_OpR05ws414AkYA3UNGXPzr8by-t4hteDPU6FmNU1HPL5cUL1tGNSydewdOpxcd2ykJl4 11-4 1-a 12 a11-4 6 00 12 Scale = 1 33 7 II o 5 4 3x4 = Plate Offsets (X.Y)— 2 0-2-0.0-1-121 0-11.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 071 Vert(LL) 000 5 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 0.29 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 FBC2014/TP12007 Matnx-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 oc bracing REACTIONS. (lb/size) 5=160/0-3-4, 3=29/Mechanical, 4=4/Mechanical Max Horz 5=44(LC 12) Max Uplift3=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, Vutt=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3 Opsf, h=25ft, B=45ft, L=24ft, eave=oft, Cat 11, Exp B, Encl , GCpi=O 18, MWFRS (directional) and C-C Extenor(2) zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been, designed for a 10.0 psf bottom 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) except (/t=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 - Verity design parameters and READ NOTES ON TMS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev 10/03/2015 BEFORE USE z 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 - buddmg tlesign Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing SA Plays required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq/Milan-1349-A or C_TRAY T11922688 P1349AC-T FT1 SPECIAL 1 Mid-Flonda Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Fn Aug 25 13 10 18 2017 Page 1 IDS OpRO5ws414AkYA3UNGXPzr8by-LGE5rZQ6tYuE6ssevo7quFPZZsIVM_HmFThA9UykJl3 3-9-8 7-5-4 11-2-12 3-9-8 3-7-12 3-9-8 , 1 4x4 = 3x4 = 3x4 = 10 2 11 12 3 13 Scale = 1 19 3 2x4 II 14 4 8 5 2x4 I 4x4 = 0. 2 3-9-8 3-7-12 3-9-8 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 023 Vert(LL) -0 03 6-7 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 0.34 Vert(TL) -0 07 6-7 >999 180 BCLL 00 ' Rep Stress Incr NO WB 051 Horz(TL) 001 5 n/a n/a BCDL 100 Code FBC2014/TP12007 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=1531/0-8-0, 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 10d (0 131 "x3") 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, 8=45ft, L=24ft, eave=4ft, Cat 11, Exp B, Encl , GCpi=0.18. MWFRS (directional), Lumber DOL=1 60 plate gnp DOL=1 60 4) Provide adequate drainage to prevent water ponding 5) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live 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 loint(s) except (fit=lb) 8=520, 5=506. 8) "Semi -rigid prtchbreaks including heels" Member end fixity model was used in the analysts and design of this truss 9) Hanger(s) or other connection device(s) snail be provided sufficient to support concentrated load(s) 178 lb down and 65 lb up at 8-1-7, 155 lb down and 57 lb up at 10-1-7, 271 lb down and 99 lb up at 5-0-0, 271 lb 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 lb 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 Ill 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 Ib up at 10-7-10 on bottom chord The design/selection of such connection device(s) is the responsibility of others LOAD CASE(S) Standard 1) Dead + Roof Live (balanced). Lumber Increase=1 25, Plate Increase=1.25 Uniform Loads (ptf) Vert 14=60, 5-8=-20 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7I73 nv. 10/03/2015 BEFORE USE Design valid for use only with MiTeM connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must 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 inquiry and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPil Quality Cntena, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety ; on, 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/Milan-1349-A or C_TRAY Ti1922688 P13/9AC-T FT1 SPECIAL 1 J. Mid-Flonda Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek Industries, Inc Fn Aug 25 1310 18 2017 Page 2 ID S_OpR05ws414AkYA3UNGXPzr6by-LGE5rZQ6tYuE6sscvo7juFPZZsIVM HmFTt1A9UykJl3 LOAD CASE(S) Standard Concentrated Loads (Ib) 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) Q WARNING - Verify deli pit Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7177 rev. f0/OJ/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 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 kAi IS always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the F{i1 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq/Milan-1349-A or C_TRAY T11922689 P1349AC-T J4 JACK 4 1 Mid -Florida Lumber, Bartow, FL 2x4 = 4-3.15 7 640 $ Aug 16 2017 MiTek Industries, Inc Fn Aug 25 13 10 18 2017 Page 1 IDS OpRO5ws414AkYA3UNGXPzr8by-LGE5rZQ6lYuE6sscvo7luFPaL5LhM5AmFThA9UykJl3 Scale = 1.156 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 018 Vert(LL) -0 01 3-6 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 013 Vert(TL) -0 03 3-6 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 000 1 n/a n/a BCDL 10.0 Code FBC20141TP12007 Matrix-M) 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 telling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 1=202/Mechanical, 2=97/Mechanical, 3=42/Mechanical Max Horz 1=71(LC 12) Max uplift 1 =-33(LC 12), 2=-52(LC 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. Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3 Opsf; h=25ft, B=45ft, L=24ft, eave=4ft, Cat II; Exp B, Encl., GCpi=O 18, MWFRS (directional) and C-C Extenor(2) 0-0-0 to 3-0-0, Interior(1) 3-0-0 to 4-3-3 zone;C-C for members and 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) 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 - Varify daslgn parama/ars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rav 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall . building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the is fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DS849 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type City Ply Park Sq/Milan-1349-A or C_TRAY T11922690 P1349AC-T J5 JACK 4 1 MA-Flonda Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTak Industries, Inc Fn Aug 25 13 10 19 2017 Page 1 ID S_OpRO5ws414AkYA3UNGXPzr8by-pSoT3vQkesO5j?RoSWeyQSygMFfk5WJwU7Q/hwykJl2 i 14-114 tH4.114 Scale = 1 32 6 LOADING (psf) SPACING- 2-0-0 TCLL 200 Plate Grip DOL 1.25 TCDL 100 Lumber DOL 1.25 BCLL 00 ' Rep Stress Incr YES BCDL 100 Code FBC2014/TP12007 615x4 II 4 3x4 = CSI. DEFL. in (loc) Udefl Ud TC 049 Vert(LL) -0.03 5-6 >999 240 BC 027 Vert(TL) -0.07 5-6 >757 180 WB 013 Horz(TL) 0.01 3 n/a n/a Matrix-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 Uphft6=- 1(LC 8), 3=-108(LC 12). 4=-119(LC 12) Max Grav6= 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, Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf, h=25ft; B=45ft; L=24ft; eave=4ft, Cat 11, Exp B, Part Encl , GCpi=O 55, MWFRS (directional) and C-C Exterior(2)-1-0-12 to 1-11-4, Interior(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 grip DOL=1 60 2) This truss has been designed for a 10 0 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will 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 (/t=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 - Verify design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MII-7473 rev IOM312015 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 property incorporate this design into the overall - buildingdesign Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, we ANSIrrPl1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Qty Ply Park Sq/Milan-1349-A or C_TRAY T71922691 P1349AC-T J7 JACK 9 1 Mid -Florida Lumber. Bartow. FL 7 640 s Aug 16 2017 MiTek Industries. Inc Fn Aug 25 13 10 19 2017 Page 1 IDS OpRO5ws414AkYA3UNGXPzrBby-pSoT3vQkesO5j?RoSWeyOSyfvFeG5YPwU7QjhwykJl2 i 1-0-0 - 7-0-0 3x4 = scale = 123 3 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deft L/d PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 052 Vert(LL) -006 4-7 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1 25 BC 037 Vert(TL) -0 16 4-7 >510 180 BCLL 00 ' Rep Stress Incr YES WB 000 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight 24 lb FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-6 oc purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing REACTIONS. ( lb/size) 3= 1 57/Mechanical, 2=397/0-8-0, 4=61/Mechanical Max Horz 2=141(LC 12) Max Uplift3=-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 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=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone,C-C for members and forces d 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 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 pammefars and READ NOTES ON THIS AND INCLUDED 111ITEK REFERENCE PAGE 111II-7473 — 1010312015 BEFORE USE wr DesignvalidforuseonlywithMiTek® connectors This design is based onty 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 ANSlrrPI1 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 Qty Ply Park SgfMilan-1349-A orC TRAY T11922692 P1349AC-T J7T SPECIAL 4 1 I r wusnug io mif miiex maustries,mc rnnugza 41uiytuit vagei ID S_OpRD5ws414AkYA3UNGXPzr8by-pSoT3vQkesO5j?RoSWeyQSyhtFao5YPwU7Q/hwykJl2 1-0-0 2-7-8 4+8 2x6 = 15x4 II Scale = 123 3 7-0-9 2.7-8 4-4-B LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1 25 TC 039 TCDL 100 Lumber DOL 1.25 BC 0.59 BCLL 0.0 ' Rep Stress Incr YES WB 000 BCDL 100 Code FBC2014/TPl2007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No 2 *Except* 3-7. 2x4 SP No.3 REACTIONS. (lb/size) 4=140/Mechanical, 2=407/0-8-0, 5=75/Mechanical Max Horz 2=141(LC 12) Max Uplift4=-70(LC 12), 2=-100(LC 12), 5=3(LC 12) Max Grav 4=140(LC 1), 2=407(LC 1), 5=100(LC 3) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown. DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 008 3-5 >995 240 MT20 244/190 Vert(TL) -0 18 3-5 >467 180 Horz(TL) 008 5 n/a n/a Weight 26 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-3-11 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing NOTES. 1) Wind ASCE 7-10, VuR=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf, h=25ft; 13=45ft, L=24ft, eave=4ft, Cat 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 6-11-4 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 Ito uplift at joint(s) 4, 2, 5 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 - Varlfy design paramefers and READ NOTES ON THIS AND INCLUDED WTEK 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 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 fabricahon, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB49 and BCSI Building Component 6904 Parke East Blvd Safaty ; on, available from Truss Plate Institute, 218 N Lee Street. Suite 312. Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park Sq/Milan-1349-A or C_TRAY T71922693 P1349AC-T KJ5 JACK 3 1 Mid -Florida Lumber. Bartow. FL 7 640 s Aug 16 2017 MiTek Industries, Inc Fn Aug 25 13 10 20 2017 Page 1 ID S_OpRO5ws414AkYA3UNGXPzrOby-H}MsGFRMPA8yL90_OD9BzgVpMfwpgxw3jnAGEMykJl1 1-6-0 3-5-8 6-11-1 i 1-6-0 3-5-8 3-5.9 Scale = 1 34 0 8 5 2x6 II 3x4 = 6x8 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1 25 TC 060 TCDL 100 Lumber DOL 1 25 BC 060 BCLL 00 ' Rep Stress Ina NO WB 030 BCDL 100 Code FBC20141TP12D07 Matrix-M) DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) 005 7-8 >999 240 MT20 244/190 Vert(TL) 005 7-8 >999 180 Horz(TL) -0 01 4 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. (Ib/size) 8=315/0-11-0, 4=90/Mechanical, 5=150/Mechanical Max Horz 8=261(LC 8) Max Uplift8=-817(LC 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 Weight 48 Ib FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 8-5-11 oc bracing NOTES- 1) Wind ASCE 7-10; VuIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf; h=25ft, B=45ft, L=2411, eave=4ft, Cat II, Exp B, Part. Encl , GCpi=O 55, MWFRS (directional), end vertical left exposed, Lumber DOL=1 60 plate grip DOL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurreni with any other live loads 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 Ib uplift at joint(s) 4 except (tt=lb) 8=817 5=532 6) "Semi -rigid pdchbreaks 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 Ib down and 217 Ib up at 1-5-12, 168 Ib down and 217 Ib up at 1-5-12, and 110 Ib down and 81 Ib up at 4-3-11, and 110 Ib down and 81 Ib up at 4-3-11 on top chord, and 191 Ib down and 255 Ib up at 1-5-12, 191 Ib down and 255 Ib up at 1-5-12, and 128 Ib down and 178 Ib up at 4-3-11, and 128 to down and 178 Ib 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=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert1-2=60, 2-4=-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 Q WARNING - Varr/y tlaslgn panmarars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll•7477 ray. 10/07/2015 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 incorpoute 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 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 INLee Street, Suite 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park SgfMilon-1349-A or C_TRAY T71922694 P1349AC-T KJ5A SPECIAL 1 1 Job (opt ah Mid-Flonds Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTak Intlustnes, Inc Fn Aug 25 13 10 21 2017 Page 1 ID S_OpRO5ws414AkYA3UNGXPzrBby-IrwEUbS_ATGpzJbAawgOVtlzO3K8ZORCxRvgmpykJIO 1{r12 3-19 6-3-9 11.1 1-fs12 339 a-0-1 7- 4 24 F12 I -; Scale 1I4"=1' 11 10 9 1 5x4 II 3x4 = 3x4 = 3x4 = 339 3-0.1 Plate Offsets Offsets (X Y)— 12 0-3-14 0-3-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip COL 1.25 TC 0.64 Vert(LL) 0.03 10-11 >999 240 MT20 244/190 TCDL 100 Lumber DOL 1.25 BC 034 Vert(TL) 0 03 10-11 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.16 Horz(TL) -0 09 9 n/a n/a BCDL 100 Code FBC2014/TP12007 Matnx-M) Weight 74 lb FT = 20% LUMBER- i 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 (jt=length) 9=0-10-4. 13=0-4-10 lb) - Max Horz 13=113(LC 8) Max Uplift All uplift 100 lb or less at joint(s) 4 except 5=-145(LC 8), 9=-290(LC 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, 2-13=463/677 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), Lumber DOL=1 60 plate grip COL=1 60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections 5) Bearing at joint(s) 13 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should venfy 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 (jt=lb) 5=145 9=290, 13=674. 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 devtce(s) shall be provided sufficient to support concentrated load(s) 155 lb down and 203 lb up at 1-4-15, 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=1.25 Uniform Loads (ptf) Vert 1-2=60, 2-4=-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 Q WARNING - VwHy design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII-7473 -v 1010312015 BEFORE USE. Design valid for use only with Mrek® 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 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 temporaryand permanent bracing Maxis alwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthefabrication, storage, delivery, erection and bracing of trusses and truss systems, we ANSVTP11 Quality Criteria, OSB-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/Milan-1349-A or C TRAY T11922695 P1349AC-T KJ6 JACK 1 1 Mid -Florida Lumber, Barlow, FL 2x4 = 511.11 7 640 s Aug 16 2017 MiTek Industries, Inc Fri Aug 25 13 10 21 2017 Page 1 ID S_OpRO5ws4l4AkYA3UNGXPzr8by-IrwEUbS_ATGpzJbAawgQVt1053KKZSvCxRvgmpykJIO Scale = 1 15 3 r 0.11 t LOADING (psf) SPACING- 2-0-0 cSl. DEFL. in loc) I/deft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TC 047 Vert(LL) -0 04 3-6 >999 240 MT20 2441190 TCDL 100 Lumber DOL 1.25 BC 033 Vert(TL) -0 11 3-6 >628 180 BCLL 00 ' Rep Stress Incr NO WB 0.00 Horz(TL) 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 purlins 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, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf; h=25ft, B=45ft; L=24ft, eave=4ft, Cat II; Exp B, Encl., GCpi=O 18, MWFRS (directional); Lumber DOL=1 60 plate grip DOL=1 60 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 Ili uplift at joint(s) 1, 2 6) "Semt-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 1-5-15. 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=1 25 Uniform Loads (plf) Vert 1-2=60, 3-4=-20 Concentrated Loads (lb) Vert 9=-4(F=-6, B=2) 10=-12(F=-7, B=-5) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING - Vrfly design par of m and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 — 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 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, see ANSI/TPI1 Quality Criteria, D5B-49 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 Park Sq/Milan-1349-A or C_TRAY T71922696 P1349AC-T KJ7 JACK 3 1 Mid -Florida Lumber. Bartow, FL 7 640 s Aug 16 2017 MiTek Industries. Inc Fn Aug 25 13 10 22 2017 Page 1 IDS OpRO5ws4l4AkYA3UNGXPzr8by-D1UchwTcxnOgaTANBeCf25aDCTfulgrMA5fNIFykJI? 1-5-0 5-2-5 9-10-13 i 1-5-0 5-2-5 4-8-7 Scale = 122 9 2x4 = 1x4 II 5 3x4 = LOADING (psf) TCLL 20.0 TCDL 100 BCLL 00 ' BCDL 100 SPACING- 2-0-0 Plate Grip DOL 1 25 Lumber DOL 1 25 Rep Stress Incr NO Code FBC2014/TPI2007 CSI. TC 038 BC 044 WB 0.34 Matrix-M) DEFL. in Vert(LL) -0 03 Vert(TL) -0 09 Horz(TL) 001 loc) I/deft L/d 6-7 >999 240 6-7 >999 180 5 n/a n/a PLATES GRIP MT20 244/190 Weight 42 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2x4 SP No 3 REACTIONS. (lb/size) 4=130/Mechanical, 2=522/0-11-5, 5=314/Mechanical Max Horz 2=142(LC 21) Max Uplift4=-70(LC 8), 2=-148(LC 8), 5=-69(LC 8) 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 r 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), Lumber DOL=1 60 plate grip DOL=1.60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rd between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 5 except (it=lb) 2=148 6) "Semi -rigid pdchbreaks 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 44-12, 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=l 25, Plate Increase=l 25 Uniform Loads (plf) Vert: 1-4=60, 5-8=-20 Concentrated Loads (lb) Vert. 13=53(F=-27, B=27) 14=4(F=2, B=2) 15=10(F=-5, B=-5) 16=-35(F=17, B=17) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Verify dmgn pararnw- and READ NOTES ON THIS AND INCLUDED WTEN REFERENCE PAGE 111II.7479 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 mtliwtlual 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/TPI11 Ouallty 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 Oty Ply Park Sq/Milan-1349-A or C_TRAV T77922697 P1349AC-T KJ7T SPECIAL 1 1 Job Reference (ootional) Mid -Florida Lumber, Bartow, FL 7 640 s Aug 16 2017 MiTek Industries. Inc Fn Aug 25 13 10 23 2017 Page 1 ID S_OpRO5ws414AkYA3UNGXPzr8by-hE2_uGTEi5WXCdIZhLIubl7J1tuk1JRVPIOwghykJl_ 1-5-0 3-7-13 67-9 9-10-13 1-1O 3-7-13 2-11-12 3-3-4 1 5x4 3x5 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1 25 TC 063 TCDL 100 Lumber DOL 1.25 BC 084 BCLL 0.0 ' Rep Stress Incr NO WB 0.25 BCDL 100 Code FBC2014/TP12D07 Matnx-M) LUMBER - TOP CHORD 2x4 SP DSS BOT CHORD 2x4 SP No 2 'Except' 3-10. 2x4 SP No.3 WEBS 2x4 SP No 3 REACTIONS. (lb/size) 5=54/Mechanical, 2=67210-11-5, 7=376/Mechanical Max Horz 2=142(LC 21) Max uplift5=-28(LC 8), 2=240(1_C 8), 7=-131(LC 8) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown TOP CHORD 34=861/277 BOT CHORD 3-17=-340/837, 8-17=-333/825, 8-18=-336/833, 7-18=336/833 WEBS 4-7=909/367 Scale = 1 23 0 DEFL. in (loc) Udefl Ud PLATES GRIP Vert(LL) 021 9 >555 240 MT20 2441190 Vert(TL) -0.45 9 >262 180 Horz(TL) 018 7 n/a n/a Weight. 41 lb FT = 20 BRACING - TOP CHORD Structural wood sheathing directly applied or 4-0-8 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-0-0 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, Encl , GCpi=O 18, MWFRS (directional), Lumber DOL=1 60 plate grip DOL=1 60 2) This truss is not designed to support a telling and is not intended for use where aesthetics are a consideration 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 5) Refer to girder(s) for truss to truss connections 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 5 except (fit=lb) 2=240 7=131. 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) 51 lb down and 11 lb up at 1-6-12, 51 lb down and 11 lb up at 1-6-12, and 88 lb down and 60 lb up at 7-2-11, and 88 lb down and 60 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. 72 lb down and 63 lb up at 4-4-12, 72 lb down and 63 lb up at 4-4-12, and 37 lb down and 20 lb up at 7-2-11, and 37 lb down and 20 lb up at 7-2-11 on bottom chord The design/selection of such connection device(s) is the responsibility of others 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1 25, Plate Increase=1 25 Uniform Loads (plf) Printed copies of this document are Vert 1-3=-60, 3-5=-60, 1D-11=-20, 9-10=20, 3-6=-20 not considered signed and sealed and Concentrated Loads (lb) the signature must be verified on Vert15=-20(F=-10, B=-10) 16=4(F=2, B=2) 17=-145(F=72, B=-72) 18=-62(F=-31, 8=31) any electronic copies r Q WARNING • Vrdy dwpn paramafars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111.7173 rev. 10103/2015 BEFORE USE Design valid for use only with MiTek(O connectors This design is based only upon parameters shown, and is for an individual budding component, not a truss system Before use, the budding 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 IN fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Crttena, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312, Alexandra, VA 22314 Tampa, FL 36610 Symbols 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' WX For 4 x 2 orientation, locate plates 0- 'lid' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20120 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but reaction section Indicates joint number where bearings occur. Min size shown is for crushing only Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI. Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0of O 2 U it O 1-- Numbering System 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 1 2 ' 3 BOTTOM CHORDS 8 7 6 5 0 M U 0- 0 r 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. MII-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e g diagonal or X-bracing, is always required. See BCSI 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or 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 ANSUTPI 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 pudins provided at spacing indicated on design. 14: Bottom chords require lateral bracing at 10 ft spacing, or less, if no ceiling is installed, unless otherwise noted 15 Connections not shown are the responsibility of others 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise 18 Use of green or treated lumber may pose unacceptable environmental, health or performance risks Consult with project engineer before use 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSIIrPI 1 Quality Criteria. Is L 11'- 4" 7,_ 4" 46,_ q„ T_ 4„ KNEEWALL TO 11'- 4" BRG ac 11'- 4" BRG. HGT. 14'- 4" PLT. HGT. U Q Q Q Q Q Q U U U 1 U U cl)C NU U A U )1 NCJ3A U CJ3 IFj CJ3C Ir 0 J3A E CJ5 N J J4 LL J5 JS J5 6/12 J5 J7 J C) U N J4 CJ3A 4'- 8" 4,P CJ3A J7 s U J7 J4 U U C rLU m U v U CJ3 J7 c" w J7 to N cfl H Y < U LL U 1 CJ5 J7 J7T ----- I U m I 0 J7T I I Fc J7I J7 11J7TIIa J-7 d U-I- I I N m 3 J7 J U N w YXCJ5TI CJ5 CJ3 CUU Q Q Q Q Q Q Q Q Q Q Q Q Q m m m m M11 M11 11 11 11 v 7'- 0" I \- FIELD FRAME OVERHANG 39'- 0" NOTE: SEE ENGINEERING PROFILES FOR SPECIAL CONNECTIONS AND NAILING SCHEDULES. _ ALL WALLS SHOWN ARE LOAD BEARING AT 9'- 4" UNLESS OTHERWISE NOTED. 17- 0" - I - 7'- 0" 6 - HUS26 1-PLY HGR APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT= 2x4 BOTTOM = 2 x 4 TOP= 2x4 12 6.0 p 122 l\' L a 12' TRUSS END DETAIL MID - FLORIDA LUMBER ACQUISITIONS BARTOW, FLORIDA 1349 - A or C a' n vyuai c 12" TRAY OPT. MM L Milan - A or C FZORN I P1349AC-T NE o I N/A 8-25-17 Bmax r RECORD COPYIZ . City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # 7 3 3 U 9 (S"ANFORD Project Location Address I / As required by Florida Statute 553.842 and Florida Administrative Code -3, please rovide the information and product approval number(s) on the building components is below 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 94rr40-W4 FL15279.20 Roll U Automatic Other 2. Windows Single Hung MI Windows & Doors Series GA 185 Aluminum SH FL 17499.2 Horizontal Slider Casement Double Hun Fixed MI Windows & Doors Series GA 185 Alum Picture Fixed FL15349.1 Awning Pass Through Projected Mullions MI Windows & Doors 5764 Verical Alum Mullion FL 15353.2 Wind Breaker Dual Action Other June 2014 Category/Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding James Harding Bldg Products Hardie Panel FL13223.2 Soffits - Aluminum Coils, Inc Coils / Soffits FL12194.1 Storefronts Curtain Walls Wall Louver Glass block t Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles IKO Industries, LTD Asphalt Shingles / Cambridge FL7006.1 Underla ments Warrior Roofing 15 and #30 Roofing Felt FL2346.1 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Categoy/ 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 Signat Applicant's Name Please Print) June 2014 Florida Building Code Online Page 1 of 4 A BCIS Home Log In User Registration Hot Topics Submit Surcharge b a ny V11 ;;; Product Approval USER: Public User a+ v l'+ras.M Stars h Facts i Publications FBC Staff BCIS Site Map Links Search i Product Approval Menu > Product or Application Search > Application List > Application Detail FL # FL8871-R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 171 Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Gj Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. I Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By 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 Eouly of STANDARDS (a).odf Year 1996 1999 2003 1998 2000 1995 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgty3Ij Wak2nHrp... 9/13/2017 Florida Building Code Online Page 2 of 4 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/13/2016 Date Validated 12/13/2016 Date Pending FBC Approval 10/21/2016 Date Approved — 12/15/2016 Summary of Products 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 8871.1.0f - specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.2 b. "ClassicCraft" or "ClassicCraft 13'6 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 8871.2.1)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 8871.2 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 Rustic" Series 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with Sidelite (OX or XO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 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 "]" 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 I Sidelites (OXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL6871 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 SmoothStar sidelites, this product approval requires the use of "T' 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 I8871.5 e. "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door (X) Series I 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 ti. 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 I 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.Ddf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ 8871.7 g. "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with Series Sidelites (OXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) INST 8871.7.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.7 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871 7.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ 8871.8 h. "FiberClassic", "SmoothStar", Classiccraft" or "ClassicCraft Rustic" 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.Ddf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.9 i. "FiberClassic", "SmoothStar", ClassicCraft" 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.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.9 for Design Pressure Ratings by FL8871 R7 AE (a)_EVAL 8871.9.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ Back Next Contact Us :. 2601 Blair Stone Road. Tallahassee FL 32399 Phone, 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007-2013 State of Florida :: Privacy Statement :: Accessibility Statement . Refund Statement Under Florida law, email addresses are public records If you do not want your e-mail _address released in response to a public -records request, do not send ,. electronic mail to this entity. Instead, contact the office by phone or by traditional 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: wick M http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgty3Ij Wak2nHrp... 9/13/2017 Florida Building Code Online Page 4 of 4 Credit Gard i http://www.floridabuilding.org/pr/pi_app'_dtl.aspx?param=wGEVXQwtDgty3Ij Wak2nHrp... 9/13/2017 THERMAITRU ( 0) THERMA TRU DOORS 1 1 B INDUSTRIAL DR., EDGERTON, OH 4351 7. SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE DOOR INSWING / OUTSWING GENERAL NOTES w m CTr 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 "HVHP' 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 "HVHT'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 E1996 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'TiVHZ". 8. Inswing configurations and outswing configurations using sill item N5 under the door do not meet the water infiltration requirements for the "HVHZ" and shal 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 R DESCRIPTION I Typical elevations, design pressures k general notes 2 Door net details (Smooth star) 3 Door panel detolls (Fiber classic) 4 Horizontal cross sections 5 Vertical cross sections 6 Buck and frame - 2X buck masonry construction 7 Frame anchoring - IX buck masonry construcfion B B11 of Malerials d. Components 37.75' MAX. FRAME WIDTH 36.Ofr MAX....._ II PANEL WIDTH I I x 'r' x W J 5E WZ IF a m I I AJ.01z Y IIIIv ZUN t v Z m Z V C uA 9ot`oaywv \ a ma0. Va E oZ OVERALL.'r;r DESIGN PRESSURE (PSF) tDOOR TYPE_L SWING,tti y -FRAM—, y roc yr. Syr _ 1 r=Y . Cti DfMENSION_ POSITIVE,', NEGATIVE= SMOOTH INSWING 37.75" x 98.00" 80.0 80.0 STAR OUTSWING 37.75" x 96.50" 80.0 80.0 FIBER INSWING 37.75" x 98.00" 80.0 80.0 CLASSIC OUTSWING 37.75" x 96.50" 80.0 80.0 See Sheet 8 for design pressure imnalions. N.T.S. BW6 M: D4V5 cent. By: LFS FL-8871.5 W I OF 8 LE Q' m 46 47 41 EXTERIOR 47 41 43 Z * n nV's' ••Z— rn F ncnV7 Z O 1 o caiN•:Z 2 INTERIOR 46 46 42 U g E a °pz_ ma ' u L J Cw N 7 0a2 1 HORIZONTAL CROSS SECTION \; U- 0 Z 1 m a [n ss: N ci 4. OT17 o TYP.4 13 CORNERSg N G L 11CJ m ' 2 C) 0OFPANELo1EXTERIORINTERIOR I o o a a 0, L4: i0 RAIL 4a LOCK snLE CO DETAILA -A V 4U D00R ANEL Smoothslur41 0 o N U 00000000 42 n W O 0000000iO00000000 _ in 0000000 47 qq 00000000 C N 0000000 43 -{ 1.18" I 00000000 —f 1.53" 00000000 46 T 46 n a 0000000 00000000O fd 111JEJ - a 0000000 00000000000000000000 - 000000000 O Z 0 00000004 x1, 41 HINGE STILE 45 IOIrOM RAIL n N •- 0 0 Z O 000000000 AREA OPEN 2 VERTICAL CROSS SECTION DATE:05122108 = 0000000 AREA MAX. _n 00000000 45 2 SCALE N.T.S. 00000000 Mo.Irn DWS c" K Ern LFS • 3 DErA1L A -A OPAWNG NO.: a Panel reinforcement FL-8871.5 0 NOTE: WOOD DOOR COMPONENTS: PINE )SG >= 0.42) srrrr 2 ore " o 7767 6T EXTERIOR L DETAIL A -A J b DOORIANEL 60 FberclOssic 00000000000000000000000000000000000000000000000000000000000000000000000000000000000000000 00000'000 0000000 000000000 0 00000 0000000000o00000000000000000000000000 000.000. 000000000000000 , DETAIL A•A Panel reinforcement INTERIOR 1 HORIZONTAL CROSS SECTION 3 1 M, q7 HINGE STILE 28.86% OPEN AREA MAX. NOTE: WOOD DOOR COMPONENTS: PINE )SG >= 0.42) EXTERIOR INTERIOR 2 VERTICAL CROSS SECTION 3 F: N.T.S. BY: DWS er: LFS mm NO.: FL-8871.5 L or 8 INTERIOR XTERIOR 1-1/4"Mil FJvIB. (TYF.1 1 HORIZONTAL CROSS SECTION q %tswing shown - inswing also approved 4 Outswing shown - Wowing also approved AN V *: o <nn Z 2 yJ Zinn i •. '••.. :.... n ,o M. P\\' C\%, III till' i 0. 0 U H; Z Z Z C V 0 E 0 c W C rn O 0 aG aEn ZW01) SCALE- N.T.S. MG. BY.. DWS 1-1/4"MIN. CHX• U+: LFS cMB. (TYP.) DPAWNc NO FL-8871.5 SKU 4 of 8 l P EXTERIOR e"` yf""" INTERIOR 1 VERTICAL CROSS SECTION swing shown - Inswing also approved EXTERIOR 4 VERTICAL CROSS SECTION 5 Inswing configuration see general notes, sheet I for••HVHr water infiltration requiements INTERIOR EXTERIOR J""""` INTERIOR VERTICAL CROSS SECTION Shownw/IXsub-buck EXTERIOR INTERIOR 5 VERTICAL CROSS SECTION Inswing configuration see general notes, sheet I for'HVHT' water infiltration requirements In N i i:Q om i 1%• 2 -, ( LOiM i j 1 Obi INTERIOR EXTERN/ ? 1111 1111 1 z m o a d •. Z. 1vZ °Za m 40 n to 9 0. a m aa i Z 5 60 @ o z Cw A JA v C) z v C) o O U v Q WN 3 VERTICAL CROSS SECTION iEm ! Outswingconfigurationsee general notes, sheet I o for" HVHT'waterinfiltration f requirementsoa a INTERIOR EXTERIOR 6 VERTICAL CROSS SECTION Oulswing configuration see general notes, sheet I 'p for' 1iVHT' water infiltration requirements scar: N.T.S. DWG. BY: ows m CHK. In. LFS 3 DMWM NO.: e FL- 8871.5 0 sr[ n 5 or 8 p oayam: i a ro m i n CO D I U N O TYP. HEAD d E m ? m u JAMBS r' TYP. HEAD d \ 8 u 9 d c aMASONRYMASONRY ^ 5 a a OPENING OPENING JAMBS \ \ LL w v C dz ljCLi G, a a j FRAME Np tn Li UV N tr O 2N 2X BUCK 2X BUCK N g Uo rn v, W U r m ws- L W W 0 o Y ]cUU o:l cam a a K m SUCK ANCHORING HINGE JAMS FRAME ANCHORING STRIKE JAMB Masonry 2X buck construction w 0 d z CONCRETE ANCHOR NOTES: I. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortarJoinfs. 2. Concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortarjoints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor fable: ANCHOR ANCHOR MIN.. MIN.CLEARANCE MIN.CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY.. TO ADJACENT EDGE ANCHOR ITW c 1/4" 1-1/4" 2" 4" TAPCON ELCO a 1/4" 1.1/4" 1" 4" ULTRACON I WOOD SCREW INSTALLATION NOTES: I. Maintain a minimum 5/8" edge distance, I" end distance, d I"o.c. spacing of wood screws to prevent the splitting of wood. HINGE DETAIL LATCH IL DEADSOLTDETAIL scue: N.T.S. DWG. BY: DWS m anc BY. LE 3 DIMWWG NO.: a m FL-8871.5 aa MEET 6 GF 8 Q A o uvto o• i z-_ Z 4' `O O OI TYP. HEAD i P = am 0 JAMBS rtTlt IIITs n u z EQ [ 9 Z Z V CIL MASONRY g i 9 m woa- OPENING a "g m a 0. 4 F X 3 oZ i< o 'c Fn C) m0 FRAME 15 G o 2a 14 WoN o E. 1XBUCK s'i a a LLATCH t DEADBOLi DETAIL o ow m ut 0 4 z a` o in HINGE JAMB STRIKE JAMB 11 N CONCRETE ANCHOR NOTES: FRAME ANCHORING rs o 0 I. Concrete anchor locations at the comers may be adjusted to maintain the min. Masonry IX buck corulrucllon 12 edge distance to mortar joints. ; a a 2. Concrete anchor locations noted as *MAX. ON CENTER' must be adjusted to ` 12 i maintain the min. edge distance to mortar Joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. O G , S—Z 3. Concrete anchor table: 12OL 12 c wTe 5 22 08 = U.ir N.T.S. 9 HINGE DETAIL, BY: DWS m' a« sn: LFS 3 WOOD SCREW INSTALLATION NOTES: DRAMNO NO: rc I. Maintain a minimum 518" edge distance, 1"end distance, t I"o.c. spacing of FL-8871.5 0 wood screws to prevent the splitting of wood. as sHEET 7 or 8 O ANCHOR ANCHOR MIN. -. MIN. CLEARANCE MIN. CLEARANCE TYPE SITE.,- EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR:" ITW TA CON 1/1' 1-1/1" 2' ITW 3/lt," 1.1/4" 3' 1.11' 1A CONS EILL OF MATERIALS ITEM DESCRIPTION MATERIAL A 1 X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. 1 /4" SHIM SPACE WOOD D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 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 2-1/2" PFH WOOD SCREW 1.1 S' MIN. EMBEDMENT STEEL I INSWING ADJUSTABLE THRESHOLD IS300AJ ALUM./WOOD 2 INSWING THRESHOLD (IS300HP5) 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 I HINGE STEEL 12 10 X 3/4" PFH SCREW STEEL 13 9 X 3" PFH WOOD SCREW STEEL 14 LATCH STRIKE PLATE STEEL 15 SECURITY STRIKE PLATE STEEL 16 8 X 2-1 /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 0.077' THK. SMOOTH STAR Fy = 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 l N O d HEAD &SIDEJamb 1 THRESHOLD Inswing adjustable 5.87" S THRESHOLD Inswing self -adjust 5.75" o S THRESHOLDOutsswgstandard 2 THRESHOLD Inswing adjustable 4.57' L THRESHOLD 1 OuWng coastal 5.83' , 6 THRESHOLD Inswing MAX. DESIGN PRESSURE _+/: 50 PSF E N.T.S. BY: DWS By. LFS V= NO: FL-8871.5 T L OF 8 Florida Building Code Online Page 1 of 3 i :r. :: .. ` , r=. •;_rj. ''4 •. n is w......: - ;, r _ ' BCIS Home j Lop In User Registration Hot Topics I Submit Surcharge Stats & Facts Publications I FBC Staff BCIS Site Map Links Search d b ;t r r i ' , USER uct Approval L[ r, USER Public User i'=M n:um Product Approval Menu > Prpduct or ADohtaGon Search > Application List > Appbotlon Detail FL # FL15332-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 0 MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Exterior Doors Sliding Exterior Door Assemblies Evaluation Report from a Florida Reg istered, Architect or a Licensed Florida Professional Engineer r 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.Ddf 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=wGEVXQwtDgtH8 5 72gvd)VIdk... 9/7/2017 Florida Building Code Online Page 2 of 3 I Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products 10/29/2015 10/30/2015 11/01/2015 12/15/2015 08/11/2017 FL # Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON- REINFORCED.. . Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00500D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510807C,Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 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 08-02248B.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.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX REINFORCED 96"x96" Limits of Use Installation Instructions 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.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 512970B.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX ALUMINUM SGD 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00499D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510806C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00501D.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 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH85 72gvdWIdk... 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 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00502D.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510809C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00503D.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510810C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes Badc Next Contact Us .. 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Cooynaht 2007-2013 State of Florida. Privacy Statement :: Accessibility Statement .: Refund Statement Under Florida law, email addresses are public records If you do not want your e-mail address released in response to a public -records request, do not send electronic mad to this entity Instead, contact the office by phone or by traditional mad. If you have any questions, please contact 850 487.1395. `Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S must provide the Department with an email address if they have one. The emails provided may be used for 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 ® ® Lrz,.E Credit Card - Safe http://www.floridabuilding.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgtH85 72gvd)Vldk... 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=16 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 8 SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. DOOR ASSEMBLIES INSTALLED' WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 13 ALL FASTENERS TO BE CORROSION RESISTANT. 14.INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW - A WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER) D. METAL STRUCTURE' STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM 15 APPROVED CONFIGURATIONS OX, XO, XX, XP, PX, XIP, PIX TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS REVISIONS DESCRIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R L SIGNED: 1012312015 MI DLLC 1900 LAKESIDEPARKWAY Y51RIli0 FLOWER MOUND, TX 75028 v •GEMSF:9d1 w o, 6 25j t *= SERIES420SGDREINFORCEDWITHOUTADAPTER96" x 96" NOTES S E TATOF iFs ' Z T' 0R1 DRAWNDwCNOREV08 90F B 7s//OjIVAL1N\\` scwEENTSDATE10/30/13 sOEEr 1 10 I FI HE 6" MAX - 95" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 17" MAX r r O.C. +I 6" MAX 17" MAX O.0 16" _- IAX AME IGHT 6" MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t35.OPSF NONE SEE CHARTS X7 AND X2 FOR OTHER UNITS RATINGS 6" MAX 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 CHART XI WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. SEE NOTE 9 SHEET I Design pressure chart (psl) Frame Single Panel and Total Frame V'Adth (in) Height 30.0 36.0 42.0 46.0 60.00 72.00 84.00 96.00 In) Pos I Neu Pos Neu Pos Neu Pos Neu 84.0 400 58.4 400 509 400 457 400 42.0 88.0 40.0 1 552 40.0 480 400 430 394 394 92.0 40 0 52 4 TO -0 454 400 40.6 37 1 37.1 96.0 400 498 40.0 43.1 384 384 35 0 35.0 CHART X2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET 1 Design pressure chart (p4 Frame Single Panel and Total Frar a Width (in) Height 30.0 1 36.0 42.0 48.0 60.00 72.00 84.00 96.00 in) Pos I Neg Pos Neg Pos Neg Pos Neg 84.0 584 584 509 50.9 45.7 45.7 420 42.0 80.0 552 552 48.0 480 430 430 394 39.4 92.0 524 52.4 45.4 45.4 406 40.6 37.1 37.1 96.0 498 498 431 431 384 384 350 35 0 CHART#3 Number of anchor locations required Frame Single Panel and Total Frame Width (in) Height 30.0 36.0 1 42.0 1 48.0 60.0 72.0 1 81.0 1 960 in) HdS IJamb HdS Jamb HdS Jamb H65 Jamb 84.0 4 6 5 6 6 6 6 6 88.0 4 6 5 6 6 6 6 6 92.0 4 1 6 5 6 6 6 6 6 96.0 4 1 6 5 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" x 96" ELEVATION V.L. I 08-02249 SCALE NTS IDATE 10/30/13 S11EET2 OF 10 SIGNED: 1012312015 0 GENSF'9d'% a- 6 aTAT E OFORjDt, i'/"' ONA 1O CD\\\ M 9 N FR HE 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED 6", MAX — 17" MAX 1 0 C 6" MAX 6" MAX 17" MAX 0 C. 6" T 4X . ME GHT. 6" MAX I 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 t35.0PSF NONE SEE CHARTS M 1 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 of anchor locations required Single Panel and Total Und NAdlh (in) Frame Height 30.0 36.0 42.0 48.0 in) 60.0 72.0 84.0 96.0 H&S Jamb H&S Jamb H&S Jamb H&S jJamb 84.0 4 6 5 6 6 6 6 6 88.0 4 6 5 6 6 6 6 6 92.0 4 6 5 6 6 6 6 6 96.0 4 6 5 6 6 6 6 6 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FIN ELEVATION DRAWN pNG NO REV V.L. 08-02249 B SCALE NTS IDATE 10/30/ 13 ISHEET3 OF 10 SIGNED: 1012312015 11/11 R I IL 0 s7AT 5EOF ; rum — ORI T.''\: ss 0NAj1E G\ 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 II I INTERIOR 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 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN ENT AIN I:v,,c VIJTANCE REVISIONS ' DESCRIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R L REVISED INSTALLATION DETAILS OB/OJ/15 R L 1 3/8" MIN 1/4" MAX. EMBEDMENT SHIM SPACEF I INTERIOR 1/2" MIN. EDGE DISTANCE n t L n 110 10 WOOD SCREW EXTERIOR WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS SIGNED: 1012312015 D LLCMIWI9000LAKEs II L0 i PDOOR YDARKWAWS511R vFLOWERMOUND, TX 75028 4 GEN6FgiP DES *= SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' x 96" FRAME INSTALLATION DETAILS STATE OF ; \ O• DRAWN DWC NO REV V.L. 08-02249 B iFSS ,OIRVOG lorry A 1\\\\ SCALE NTS DATE 10/30/13 SHEET OF 10 METAL STRUCTURE BY OTHERS 3/4" MIN. EDGE DISTANCE pWl 1/4" MAX. Ri ® ® r SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR I I I I I I I I INTERIOR 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- 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 T- 3/4" Mil EDGE DISTA 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. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 1012312015 MI WID LLC 1R OOOLAKESIDAWSPDOORvFLOWER MOUND, TX 75028 S - IIIO ii, 9S i v •GENS SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0,6 = 96" x 9O a FRAME INSTALLATION DETAILS 0 • TAT OF NO. REV F 0R101, DRAWNDWG08 02249 B SCALE DATE NTS10/30/13 ISHEET5 OF 10 2 1/2" MIN EDGE DISTANCE e , . 1 1/4" MIN. e EMBEDMENT CONCRETE/ LMASONRY 1/4" MAX. BY OTHERS F SHIM SPACE OPTIONAL T1XBUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON 3/ 16" TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR I I I I I I INTERIOR r SILL TO BE SET IN A BED OF APPROVED SEALANT e e. 1 1/4" MIN a• EMBEDMENT REVISIONS DESCRIPTION DATE I APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R L 1 1/4" MIN. EMBEDMENT 1/4" MAX. 2 1/2" v I SHIM SPACE MIN. ` EDGE DISTANCE v 3/16" TAPCON , CONCRETE/MASONRY v BY OTHERS { v v , OPTIONAL 1 X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 INTERIOR a EXTERIOR JAMB INSTALLATION DETAIL 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 2 1/2" MIN EDGE DISTANCE SIGNED: 1012312015 VERTICAL CROSS SECTION MI WINDOWSLAKESIDEPARKWAYDDOORS LLCCONCRETE/MASONRYINSTALLATION FLOWER MOUND, TX 75028 v •'\gEIYB gip-, SERIES 420 SGD REINFORCED WITHOUT ADAPTER 051 = 96" x 96' a(_ FRAME INSTALLATION DETAILS O•• TAT OF DRAWN DWC NO. REV e` F r,ZOR10" 08 B SCALE NTS DATE 10/30/13 sO9EET60F I / r 1/2" MIN EDGE DISTANCE WOOD FRAMING 1 3/8" MIN OR 2X BUCK EMBEDMENT BY OTHERS 10 WOOD SCREW I WOOD FRAMINC OR 2X BUCN BY OTHER 1/4" MAX SHIM SPACE REVISIONS REV. DESCRIPTION DATE I APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R L 8 REVISED INSTALLATION DETAILS 08/03/15 R L. LL nS 1 3/8" MIN 1/4" MAX. EMBEDMENT SHIM SPACE jJ10 WOOD SCREWS 1/2" MIN INTERIOR EXTERIOR INTERIOR EDGE DISTANCE SILL TO BE SET INABEDN1OS5aID SEALANT APPROVEDRW MIN VENT C VIrL UI IHIVI.0 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 JAMB INSTALLATION DETAIL WOOD FRAMING WOOD FRAMING OR 2X BUCK INSTALLA TION OR 2X BUCK BY OTHERS SIGNED: 1012312015 MI WINDOWS AND DOORSLLC I% I IL a LAKESIDEPARKWAYJ\S 9 /l Ells, FLOWERMOUND, TX 75028 E1+ z *• 0 6126 *= SERIESSERIES420SGDREINFORCEDWITHOUTADAPTER9T x 96" a' FLANGE INSTALLATION DETAILS O•• 7AT OF i S COR10 • DRAWN. DWG NO REV B INALI N\\ NTS DATE 10/30/13 -SCALE08sOEET790F 10 3/4- MIN EDGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION 1/4" MAX SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF PROVED SEALANT T- 3/4" MI EDGE DISTI L 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS f I.- u— REVISIONS DESCRIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R L. REVISED INSTALLATION DETAILS 08/03/15 RL. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION METAL STRUCTURE INSTALLATION SIGNED: 1012312015 MI WINDOWS AND DOORS LLC 11111I11rrrr, 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 5 .0 EN6 NOTES, SERIES 420 SGD REINFORCED WITHOUT ADAPTER 1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 96" x 96" Q ( = NOT SHOWN FOR CLARITY. FLANGE INSTALLATION DETAILS o , TAT OF ems` 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 DRAWN. DING NO REV n', R fie, 08 B502249SCALEDATENTS10/30/13 8 OF 10 1 2 1/2" MIN., EDGE DISTANCE 1 1/4" MIN. e EMBEDMENT CONCRETE/ ° MASONRY BY OTHERS 1/4" MAX F SHIM SPACE OPTIONAL J 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS 3/16" TAPCON EXTERIOR H H INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT T 1 1/4" MIN 4 EMBEDMENT REVISIONS ` REV DESCRIPTION DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R L l B REVISED INSTALLATION DETAILS 08/03/15 R L 1 1/4" MIN EMBEDMENT T• 1/4" MAX. SHIM SPACE 2 1 /2" INTERIOR MIN. EDGE DISTANCE v 1 3/16" TAPCON b CONCRETE/MASONRY 1 BY OTHERS v v , EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRETE/MASONRYINS TALLATION 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 2 1/2" MIN. SIGNED: 1012312015 EDGE DISTANCE CRS MI WINDOWS LLC 1111111/J RL0i/// CONRCRECALTE/MASOORSYINSTACTAION OOLAKESIDD PARKWAY YJ\5 9iP% FLOWERMOUND, TX 75028 GENs SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 8126 96" x 96" 1 FLANGE INSTALLATION DETAILS; STATE OF NO iP C OR10r DRAWNDWGREV08 02249 B Vu S/oNA 11E,. DATENTS10/30/13 9 OF 10 wvuu rrcAMln BY OTHEF 1 N EMBE APPRO SEAU BEHIND 8 WOOD SCREW APPROVED SEALANT BEHIND FIN J8 WOOD SCREW 7/16" MIL EDGE DISTAL` 1/4" MAX 7/16" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4-9 WOOD FRAMING BY OTHERS INTERIOR TRIM 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 1 5/8" MIN. EDGE DIST. TRIM ° 1 1/4" MIN INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED TAPCOTAPCON EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE 1/2" MIN EDGE DISTANCE METAL STRUCTURE BY OTHERS 3E D MIN I EDGE DISTANCE TRIM 1/4" MAX 1 3/8" MIN. SHIM SPACE EMBEDMENT INTERIOR r r HOOK STRIP HOOK STRIP 10 WOOD JJ10 SELF DRILLING SCREW ElSCREWPANEL R EXTERIOR PANEL INTERLOCK EXTERIOR INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION 2X BUCKANOOD FRAMING METAL STRUCTURE SIGNED: 1012312015 MI WINDOWS AND DOORS LLC \\pjk111I11j/// 1900 LAKESIDE PARKWAY \5 R.• Lp// FLOWER MOUND, TX 75028 ` •GENS.9J+% NOTES: SERIES 420 SGD REINFORCED WITHOUT ADAPTER —*• 0 5 *= 96" x 96" = ( " 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 'O NOT SHOWN FOR CLARITY. NAILFIN & HOOK INSTALLATION DETAILS 11 • TAT OF2. PERIMETER AND JOINT DESIGNED IN ACCORDANCE WITH ASTM E2NTBYOTHEzSTOBE kDRAIWIIV. owc NO REV i'; [ 0RIDENTSDATE10/30/13 - 0224908 sNEEr 10 OF 10 B //S NA1f X I f Florida Building Code Online Page 1 of 6 BCIS Home I Lop In User Registration Hot Topics I Submit Surcharge Stats & Facts Publications ; FBC Stall BCIS Site Map I Links i Search j dbpr Product Approval USER Public User Product Approval Menu > Product or Application Search > Application List > Application Detail Tir i S.Cr r • FL # FL15279-R4 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified I 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 I mwesterfteld@clopay.com Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA, Inc. Validated By Gary Pfuehler Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/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 Eouly 20150319 - FBC - DASMA 108 eauiv.odf FL15279 R4 Eauly 20150319 - FBC - DASMA 115 eauiv.odf Product Approval Method Method 1 Option A http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZI QR... 9/7/2017 I Florida Building Code Online Page 2 of 6 ao 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 ai ii Page 1 / 8 42 ! 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, 52G, 62LG, 64G, SDP38, WINDCODES 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 oroof of contract and oroof of insoec ion. dfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R4 C CAC W3 Listina Intertek.odf 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-Rev12.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: 15279.2 002 W3-09 DSIE-1A471: GDSSP, ,. GR1SP, GD1LP, GR1LP, ARISP, AR1LP, ED1SP, ED1LP, 4132, 2132, 6132, SFC38, MFC38 Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE@ W3 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof of insoection.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R4 C CAC W3 Listina 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-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: 15279.3 003 W3-09 DSIU-1A171: 9130, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9131, 9133, HDP13, HDPF13, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDPL13, 7130, 7131, 7133, 8130, WINDCODEO W3 Garage Door 8131, 8133 Limits of Use - Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-20 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions'(ref 1609.1.4 FBC). 15279.4 004 W3-16 DSIE-1A171: 2050, 2051, 2053, 4050, 4051, 4053, 62, t 64, 65, 62G, 62LG, 64G, SDP38, SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Approved for use in HVHZ: No i 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 jn pkgj n.pdf FL15279 R4 C CAC W3 Listina Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 104175-RevOl.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 29 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE@ W3 Garage Door Certification Agency Certificate FL1527C Letter with proof of contract an proof of insoection.odf FL15279 R4 C CAC W3 Listina Intertek.pdf Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FL15279 R4 II 101820-Revl3.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: http:// vA w.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZIQR... 9/7/2017 Florida Building Code Online Page 3 of 6 15279.5 005 W3-16 DSIE-1A471: GD1SP, GR1SP, GD1LP, GR1LP, AR1SP, AR1LP, ED1SP, ED1LP, 4132, 2132, 6132, SFC38, MFC38 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" up to 16'0" wide) WINDCODEO W3 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof ofinspection.odf FL15279 R4 C CAC W3 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 104028-RevOl.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, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9131, 9133, HDP13, HDPF13, interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) HDPL13, 7130, 7131, 7133, 8130, WINDCODE@ W3 Garage Door 8131, 8133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.7 007 W3-16 PAN-21`153: 73, 1500, 75, 190, 84A, 94, 42, 48, 55, 42B, 48B,55S,4RST,6RST,4RSF,6RSF Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.8 008 W4-09 DSIE-11`171: 4300, 4301, 4310, 4400, 4401, HOG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but 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.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 104168-Rev01-odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) WINDCODEB W3 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.odf FL15279 R4 C CAC W3 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 101308-Revl2:odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof f0in5pection_pdf FL15279 R4 C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 101652-B-Revll.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-1F471: GD2SP, Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS GR2SP, GD2LP, GR21_P, AR2SP, (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single- AR21-P, ED2SP, ED2LP, 4302, Car (up to 9'0" wide) WINDCODE® W4 Garage Door HDGC, 6202, SFC68, MFC66 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 inspect on.pdf Impact Resistant: No FL15279 R4 C CAC W4 Listing Intertek.pdf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 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 103969-6-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). 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 104183-RevOl.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.11 011 W4-09 DSIUO-1K479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.; Ridge/Brookstone interior skin 27ga. min.) with Overlay Single -Car (up to 9'0" wide) WINDCODE@ W4 Garage Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). r Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of insoection.Ddf FL15279 R4 C CAC W4 Listinci Intertek.pdf 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, 486, 55S, 4RST, 6RST, 4RSF, 6RSF, 2RST, GD5S, GD5SV, GR5S, GRSSV, 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. 15279.13 013 W4-09 PAN-21`441: G4S, GS4, G4L, GL4, GD4S, GD4L, GR4S, GR4L, G4SV, GS4V, G4LV, GL4V, GD4SV, GD41_V, GR4SV, GR4LV, E4S, E4L, ED4S, ED4L, E4SV, E4LV, ED4SV, ED4LV, SS4, SL4, AMS, AR4L, SS4V, SL4V, AR4SV, AR4LV Limits of Use,, Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No " Design Pressure: +25 PSF/-32 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.14 Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.Ddf FL15279 R4 C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 300159-B-Revl6.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single - Car (up to 9'0" wide) WINDCODEO W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection Ddf FL1279 R4 C_CAC W4 Lis in Int rte ekD(f Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FL15279 R4 II 103486 B-Rev08.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: http:// www. floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3 y V VKJZ 1 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 F.BC), Steel Pan (min. 24 ga.) 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.pdf FL15279 R4 C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 103549-Rev06.Ddf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 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) 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.ndfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL15279 R4 C CAC W4 Listino 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.odf 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-1F479: 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 8 W4-16 DSIU-IF171: 9200, 01, 9203, HDP20, HDPF20, PL20, 7200, 7201, 7203, 8200, N9201,8203 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) WINDCODEO W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of insoe ti n. f FL15279 R4 C CAC W4 Listino Intertek.Ddf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 104029-B-RevO3 Ddf 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 insoection.odf FL15279 R4 C CAC W4 Listing Intertek.pdf 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 (97' to 16'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with Droof of contract and Droof of inspection.pdf FL15279 R4 C CAC W4 Listing Intertek.ppf 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://vArww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZI QR... 9/7/2017 Florida Building Code Online Page 6 of 6 I r M comply with the Impact resistant requirement for windborne Evaluation Reports debris regions (ref 1609.1.4 FBC). Created by Independent Third Party: 15279.19 019 W4-16 DSIUO-1K479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.; Ridge/Brookstone interior skin 27ga. min.) with Overlay Double -Car (9'2" to 16'0" wide) WINDCODEa W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with Droof of contract and proof of inspection.DdfApprovedforuseoutsideHVHZ: 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.Ddf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.20 020 W4-16 PAN-2F153: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) 75, 190, 84A, 94, 42, 48, 55, WINDCODE@ W4 Garage Door 4RST, 6RST, 4RSF, 6RSF, GD5S, GD5SV, GR5S, GR5SV, AR5S, r ARSSV, 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 inspectlon.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL15279 R4 C CAC W4 Listing Intertek.Ddf 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 windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1 Go to Page i+ C) i'! Page 1 / 8 ) r 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 mall to this entity. Instead, contact the office by phone or by traditional mad. If you have any questions, please contact 850 487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for 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: Credi Card' II Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv'yVVKJZI QR... 9/7/2017 DOOR IEIfM SECTOM • IF U-BAM Omt ViDTII D /'0• 4 • C TO rlr T' TO f• 0 m To 11.0 R 10 low • 1 R 1rK R N II RUSH TARRIAM IQISE' "ISO INN D0m3 DOORS MODELS 25 CA 25 GI D4 C AT MS. 4113SV. T.YJ.FIET' figs msV HOLIESART6TRP ARMS MSIV Tom TAIREIAOC ISMS[' faSS ED3SV I(IF)•ONE. SILLI (M TABLE 1O1 OM REV GATE DE=RPTMN SHEET 1 OF 2 a 11/30/07 ADDED EKIEADED HEIM415, COMBINED f0 OB OB ADDED M ( 4M 4am 06s 11 10 21 ADDED Y/M 4F 12 I/200• ADDED 'CAIOEs6E HOUSE' EM OSS DO 13 6/2010 UPDATED MODEL TIES OPTIONAL GLAZING MAY BE STANDARD OR IMPACT RESISTANT GLAZING. SEE SECTION B-B FOR DETAILS. MAX STANDARD SIZE IS 42-1/2'R16". IMPACT RESISTANT GLAZING IS 21-5/6'R14-1/6'. w I I F _M__ I IW71 1 117m11 7lw7l 1 OWN I I SECTION A -A (SIDE VIW 3" TALL U-BAR 20 GA GALV. STEEL MIN. YETLD STRENGTH: 50 KSI 2' THICK I 3" T 12 GA GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W/(4) 14.5/6' SHEET METAL SHIP LAP JOINTS. NEWS. 14'GA GALV. ROLLER HINGE EACH HINGE FASTENED TO END STILES WITH (4) /14s5/6" SHEET METAL SCREWS AND (4) 4 SCREWS. SELF TAPPING SCREWS. SEE NEW V. IaErsmef I/ DENSITY POLYSTYRENE FOAM INSULATION 1-5/10" THICK WITH VINYL HAIRCELL BACKER (INSULATED MODELS ONLY) 25 CA MIN. GALV. STEEL SKIN 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 u sIn IEse RmRHmarz 3M )R.1Lti WITH A AND A BAKED -ONBAKED-OPOLYESTERNPRIMER, TOP COAT APPLIED TO BOTH SECTION, ETC). EACH U-BAR ATTACHED WITH (2) 1/4'•3/4' SELF TAPPING SCREWS SIDES OF STEEL SIGN. PER STILE LOCATION. SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL "A" AND STANDARD CONSTRUCT DETAIL "B"; TRACK AND JAMB DETAILS. DESIGN ENGINEER: MARK WESTERFIELD. P.E. FLORIDA P.E # 0405. P.E.0 P.023M2, YIDAS Pr /I1513 RIDA PR DUI 110 0001 YD[fD M DI®! x mOI MME IM x uTMsrt RID m usDn nu• saoaaDW m x nnla uls4xo cme aR x snO.40orL •uDSE CEDE (•,!D a ADOD-1» FaR x IouwSW saIRnRRe q DIOIOlD uD R. » DDaR xn r a •vRI R RRDSIrI Do saI! » II AAMCf2LID4) TOPW M ACXPIDMRE mI 11 IOL EI[-C 0•tfWW IS AWIIID O 1 II®IVl WT iTR GEXR*= r-a EC.R kC 0 uH R s I r v ry v v s 13 GA GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) /14.5/6" SHEET METAL SCREWS. ALUMINUM D TRUSION VINYL WEATHERSTRIP. DESIGN LOADS: +24.0 PSF k -24.5 PSF TEST LOADS: +36.0 PSF k -37.0 PSF MPC: PAN-2F153 1°vD"D RAT Nf MAR Oml 53ZD Clopay W4 16'O'W E 15'0'H 1/3/97 DEsanTtv4 CLASSIC AND CH RP STEEL PAN 6565 DUKE BLVD. DRAVN BY. DOUBLE -CAR, 16'W +24/-24.5 PSFBuildingProductsMASOH, OH 45D4o JAC COT On (513) 77G-4600 BY uuvmD MRolon vER. O.m Capw b. AI Not. R—m4. MWW 107711 IBC IPPROVAL 15279 ASS¢' WSES PANEL DISMISS ®IS HOmS 1 e4 w 21 G DNS n GA 25 G Dili ELOPAY NA. N 13. n 1•Jm, 11q MEAL UST, P. IAA eR57 NA 1alES 1 46,40 1 14L 41OR Warr PAAEL WOOD.r IS RICH TNIDNE IOTSE' RAISED PANEL Da03] ®NI MY DOSS, EDSSV. 9N1E11T' Ur]S SNY HALES MOS AR'JSV NNAArmKE1JS 03]V CAAAIIQ HOUW S1a1T PALEL oml IEIWIT Me IF e OF u-w sTIO TWaoo ` } UP m r 4 a lAO A W24WII'' ODOE16 1-1/r 0.0. ""'0I "O"RRL. LAO SCREW! MY E COUNTEILW P%R N0T IRWIRD) 10 M01mE A IIO91 00w m Y4' V 1 iMDMNINO HiAi/R. INazww wm 00 NCT uYD. - Irr TO av 7 L ro H Iv 10 f W 1J J WLnE ANO1011 WN]z M N' 6MEI¢ (2 RRI A — m1aEn I4Y 10 13 NLTIDFD WnMEEYF ANCHORS XTIDN J' TARONN PW CaCONS. aR a' aNtYt19mDENIRMO. RI WITH MAWWREOIWEDWITH1NME GLCEL] (WAY COUNT t• COUNTERSUNKANLIIOIRWYECOUIID61MtID/f MOf IEOILEDOF NIWR A RU91 MOVIIEIOSURFACE. NaQONOL YSO! DO wr lwllEll LOAD. OTHER OEM ro DAIWA ma -till. A LKEIRSED DEMO PRREENONWL Mr Nam E L1/RDrFD TO ARRIO,E ALTER44TE FASTENERS ND/ UII .14E COtaCMTATIS R} 1RDIDN E Arltd R ORaR S1M It01Ama R DOOR mwNLa (TO a m 20 GA.IDL VLV. STEEL END SAE 2A YELLOW FOE JALW WI w WILY. Tim aC0. SAES IMPACT RESISTANT ASSEMBLY DETAILS DRAWING 1 O 1 71 1 -A SECTION B-B (IMPACT -RESISTANT GLAZING OPTION) Hr arngaL EtoORmnE m— •Eu1NwoE IEot aao iAA[ WRP N aN>oIL (WONmN rRve Ao FAOD4 MAE FRONT rAaDE NUOOHE LIAR 0, Wm WEI AD NWE,. 1rALT AL1WaVrf E 1 (10) f* . 3 R[.IAFN,I W W OJ ro ORIN MRN Ao7F • a/a PAN NeTO MAOWL eL1EM5 rW 4EiWFROW"saan ( NC LOR DOORS MYTH OPnOML VACT-IE9STNR G Aa10 NE 6AHTMFRONT FRAME AND 6 E IDIIN' 02T. AN iPTRPED CC: RASIIC N ACCORDANCE WITH STANDARD ASSEMBLY DETAILS DRAWING 1 01 71 1 -B SECTION B-B ( NON -IMPACT RESISTANT GLAZING OPTION) FRONT FRAME W7H U.Y. COATING ON Wr3NOE SWAM L nrJ OE THAT FRONT FRAME a "MOWER TWN J Art FRAME IRSwA2No7 IMDm aeoE LITE REENImI h7/ 4• PAN IIF/D 511EM. STANDARD ASSEMBLY CONSTRUCTION: OITNOAIAL SSW. OL a% ,/W ACYRHC UTO AvrwL OPfO1V1 IAIKO AAiSD 6 PIA9tWNE OFM OR ARSE LT NPRDM OC2ASH RC IN ADCORDANCEMYTH WCAK THEW. ME ENTIRE DOORAE ALLEDCO MPLIANCE ITH THIS SECTON MEETS THE 114D LOAD REDUEMEN IS OF E FLORIM, BUILDING WOE 0E l(TOW1NAL. aULDONO CODE OUT MZM MEET THE CT 0[WO w. CHT F0 REGIs 'ICFOR pAOWOWERWS 6WNWSHEET2 OF 2II I taw OILY. NNE Vdt HWAiE rAWEFm ro ma T tW La nlsNur W=/r Wen 14 w 1LV ROu1W Vd tWAa[ FASTENED) TO D ENO ETALES MIWr TN SCRIEnA D (4' 114! 44- TRrto WALL SHORTSTE]I STEEL RAIa WITH STm OR NYLON TOE iIO IF1WAeiDtl WCIaN c 9M THE M M OF THE SIRrORINO STRUCTURAL EIE"M RKL E THE Rrna,sWurr OF THE FNOFESSOK Or 1ELLID FOR THE WLEDNo OR SOSICIUE AND N ACCORGNKE THAN CLIWRO1T SUCCEED CODES FOR THE LOADS IS= ON SHE DlUaM ENGINEER: MARK WESTOWE D, P.E. 048495, 123M1T2. z %11'Jt3 BM' TRACK CONFIGURATION ABOVE THE DOOR OPENING DOES NOT AFFECT THE WIND LOW RATING OF THIS DOOR. IFMM AND WOa w CAW. Sim RAO WVaET. LHR TOP BRACKET CH Aa1DlD ro H1o0p . MILS WCH DOUBLE HOR20MAL TRACK Sft a•.1-0/a• WOOD UD576.MS. E 11' DOIM LOW HEADROOM OPTION S 4ALV. Sim TRACEL Smwx Taout4 Aw2- t/2•.12 wWLV. Sim TAC,% WvaET. 4) T—P" WOCKM TELL SDL X- DAP LMAIL L mallet HORIZONTAL 111NW let SUO DOM 04A r TALL p00R atAu1D% lawoEV. Sim HID EACH FASTDlD 1p WOOD 1%M W \ MWrITI LAD SONEWIL r WLV. STEEL1TWC11 wim. 111AG TIR ICO/ EES S ry1I . E 4• FDWaO• NOT ]D• ANDLOP 1 f/ 3w1ACR 1nE, FOR DOM Ora 1• 12'-- 1N11TiHACTI CONFKA A71M S IAL HOT DICEID SPACM PRDkADDm. C ONSLT FACTORY MR TIDE MAL F ROM 1a•vr DESIGN LOADS: +24.0 PSF ! - 24. 5 PSF TEST LOADS: +36.0 PSF ! -37.0 PSF MPC: PAN-21`153 V0a°AD RATING W4 MAX Sim 6'01V K 16'0" H Clopay SAFE, 1/3/97 Esow'm* eAS -- BLw. ilding Products MASON, OH 45aD CLASSIC AND CH RP STEEL PAN DOUBLE -CAR, 16'W +24/-24.5 PSF ORAVN n., JAC Rl On (513) 770-46W1EIAVOGMIOEInvDA CIAw. dlwatMn AD Dahb R...rw. CHECKED SIP MWW B 101711 IBC Florida Building Code Online Page 1 of 3 rf , i •.`.' , . , i>J•''ix•*' "_ s. 4.> J•/IFL{A., R- i Il 7." V rr - f S Yiii iii'iLl BCIS Home I Log In, j User Registration It Hot Topic SubmitSurcharge Stats 6 Facts i Publications I FBC Staff BCIS S,te Map I Links l Search brca 9, : jj Product Approval Dpr USER: Public User Product Approval Menu > Product or Agolicatlon Search > Application List > Application Detail FL # FL17499-R1 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 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 Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Unch, PE R. Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA 506 2008 AAMA/ WDMA/CSA 101/I.S.2/A440 2008 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 http:// www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6BP... 9/7/2017 Florida Building Code Online Page 2 of 3 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) ImDaCt LL21pdfApprovedforuseoutsideHVHZ: 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 L21pdfbeddedinPecora896sealant. FL17499 R1 C CAC MI Windows - 185 SH (Flange) Impact 5).odf Quality Assurance Contract Expiration Date 10/10/2016 Installation Instructions FL17499 R1 II 08-02544A.Ddf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17492 R1 AE 513320A.Ddf 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)5-81G 1-8A 52 1-8X84 R60(100918).pdfApprovedforuseoutsideHVHZ: Yes FL17499 R1 C CAC MI Windows - 185 SH (Fin) (1Q1pffImpactResistant: No FL17499 R1 C CAC MI Windows - 185 SH (Fin) (9).pdfDesignPressure: +60/-60 FL17499 R1 C CAC MI Windows - 185 SH (Flange) (9).pdfOther: R-PG55 Quality Assurance Contract Expiration Date 10/09/2018 Installation Instructions FL17499 R1 II 06-02546A.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 17499.3 165 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).odfbeddedinPecora896sealant. FL17499 R1 C CAC MI Windows - 185 SH (Flange) Impact 4).Ddf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R1 II 08-02545A.odf 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 52x72 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.Ddf 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 1185 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)E1729.01-109-47-R0 185 SH (FLG waiver).DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 RS C CAC MI Windows - 185 SH (Fin) (13).pdf FL17499 R1 C CAC MI Windows - 185 SH (Fin) (14).pdfDesignPressure: +60/-60 FL17499 R1 C CAC MI Windows - 185 SH (Flange) Other: R-PG60* 11).Ddf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R1 11 08-02550A.pdf 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 Triple Fin) 3).odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 R1 C CAC MI Windows - 185 SH Triple Fin) 4).DdfDesignPressure: +50/-50 Other: R-PG50* FL17499 R1 C CAC MI Windows - 185 SH Triple Flange) 2)-pdf FL17499 RI C CAC MI Windows - 185 SH Triple 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 10602 Fin Frame IG/SG Single Hung 10502 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 Twin (Fin) 3).DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 R1 C CAC MI Windows - 185 SH Twin (Fin) 4).pdfDesignPressure: +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 df 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 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 5 must provide the Department with an email address if they have one The emails provided mays 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 0 © Kii M Credi; Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6BP... 9/7/2017 IJ V 1 E-`, 1 T-i ?P.CDJCT SH0.414 HERFI'J IS CFSIGNFCI A14C I:ANJTACTU?FD TO COMPLY WIT, RLUU'REMEN'S L= 11--L RJILLIFI, CO INCLL`JG THE HWF•Z i 1.1;00C fly%;?'J:, AND TO PF D-SICNED .AND TO PP.CPEP.LY TRANS=ER ALL 1-0-US TO Fr.AYING AND 41A"JNR" -, EFJNC S THE I4SPC'v`;6II_II1 OF I -IL A.-PCHILCI OR ENGINEER OF RLC04L` 3, X RUCK OVFF, MA-:-)NRY/C(:y,^RFTF IS GPTIOI,A1- 4 V;HF':F SHIM GR RUCK THIC.<N SS IS 1=1,S T-IAIJ 1-1/2" '';11WDD55' UN-TS MUST RE AI.,;,;ORCD TFI?OJ-_fI IIIL FI?AML IN ACCORDANCE WITII 'r NUI-ACfURER'S PLIULI`:HLO IIJ;TALUJ')N 116 RUCTIrN AN'_'HORS SHA,_L R'- SEGI,P.FIY FA,,T =NED DIRECTL" INTO b1ASUiJ^'." CONC'Ll= UR UTPLR yIRUC.TU':'AL SUBSIPAIE MAILRIAL VJIL;_ WOOD UUCk H9CKFFSS IS 1_1; UR :;REAILZ. LUCK SHALL 3E tiLUJF.L-LY F AS(LJLD IO MA•`,S:i'JR5', CCh;;RE1E C' ;;1;IU% STRUCTURAL SLOSIN'TL, W'IND'7Jf UNIIS MAY HF Af,'',H(;RFD TN^: ),I ,H =RIAMIF T,, SFCJRFD 40,cY) PICK IN ACC(IRDANC: WI'H MA`1 1A,,- Ek'S I'UBUSHL(; IN°-IALLAI Ch I'JS'RUl;110 ^I';i 6 4;IIE'i= ', LUCK IS 1101 USL'J DISSIMI-AR 4?A7L;JAL'_ MOST 0- SLPAPAILD Pill' lAPPF.C'1CC i.GATObC OR I,'FIJRRANF. ..=1=CTbN07 C06.TIN•; OR MEMBRA',F S THE R-5 0'`19F.U'i OF 1'1_ ARGHHLCI Cr? ENGINLLI% OF- NLCORD, 7 RL,C!c SH.A_I rXTF',D 3FYt7'-ID WN.D.,'41 NTFRIG , -ACE SO T-AT FOIL FRAIAF SLPIORT I`.: PPOVIDED- 5 FOR Ft! IYS?;'_L>T,.N SKIA AS NE_CED FOR '-RAMS IfJ`^TALL,-PJ'J SHIM AS REOI•RED 4T EACH %Nt-`, R LCr•-,i`^,N :;ITH I',' f=ARI1,G SHIM, SIIIV WHEF- MACE 0- 1; 15" OR CRFA7 R 0_CI N `An,;uAl3h' AL. DV,Ar E Srll-4 S',:C'( TO RE 1 / 4' SPIVS SHA_I BI 1:),,ATIO, AFi'IIFC AHD 6'AIiF fRC-tJ YATFRIALS A.14C1 H,('KNISS CAPAIAC 01 SLSIAI'`FIJG APP_ -A3:E _DADS 10 VJND L'?1C DJRATID, FACTOR' 1;;1= I F WAS JSEJ 'OR VADOD A\ JC'iC:R C A''_Ckll,".TIONS 11 FRAYS K ATE R1.11=XTP,JDEL RIG'D F':+,^, UNIIS IAUSI OL GLAZLD PER ASIM E1Z0'J-C',-/09, `_-- SIIEEl 14 FOR G.ASf CcIAIL-; 13 AP'ROVED HPAt-_ P,tCHEi.T E SYSTEM IS FICI 'tEOUIRED FOR 1HIS PRODJGT IN 7;IIND R') r,F.E r,LDr.'S REG DNS- — -- Id FOR JIVCHORING T'rwOUGH =IIJ IN1, WOOD -RAIAiJG OR 2X HLCK USE y8 54COD SCREWS VOTH St, FCIENT =1JCTH "0 A,-HI----;E A 1 ';L' M.NIMUM EMKDMENT INTO SUGSTR4T__ LOGAIL A`:(' 101,'S AS S140Wr, IF, i_I_EVA-r":S AV) INSIALLAGCF. :TCTAhS I -- TABLE 0P CON-ENTS SIfEFI NO _—_----_—_ L'ESCRI?TIOJJ NOI ES e I LLLVAI ONS 1 5 - 13 NcJALLATIC•: CETAI_S 14 mr)IiFFJTS FN GES'PI'T,CN I G•TE I a',•-rr•FC P, PVFJ ED At1CHOP, SPACING, do CHARS 1 07/1 1 /'20 1 Cl R: 15 FOR A'.CHORPG 11IRC UGH FRAI.'E ;NTC ''NOCD I-RAMING OR 2X LUCK US`- F` 1 D vaCou SCRP,'VS WI-H. SUP-FI-_IEN L-NGTH -0 ACHIEVE A , 1 /t" 1-U',3,101A EMOED1.iENt JJTO SULiSI'AIL. L'JCAH_ ANCHO-<S AS SHO'ViN IN ELE'•.AIIOI,S AND INS AL.AIIUIJ UCIAIL.S 16 I ) R ANC IORI'JC• 1HR000II FRAL'L IN'O MASONRY/C'ONCRE L USE 3!10' IA ':ON5 W111' 511E F ICIENT LENGTH TO ACHICV= A 1 1 / 4 ' MINIMUM EMIDEDMENT A:T l SUBS -RATE WITI+ 2 1/2" VINIMUM EDGE DISTANCE LOCATE ANCHORS A' SHO•NI. N ELEVA-1-CN5 AQ' INSIALLAHON CLIAILS 17 FOR AF,CIICRI'IC THRUL.31i I -FARE INTC Wi-rA,L STRUCT•-RE ,SE ¢ IO SI1S OR SELP- DRILLI`J; SCREWS WIT,I SIIFrI;.IE*J7 LENGTH TO AGHEVE 3 T,iRE.ADS MINIMUM 3ErOJD SfRL,CTJR_ IN ERIOR WALL- LOCAIE ANLHORG AS SPO'NN I'`, ELL'VA.110NS A'.D IIJSf.A-LAl19N L'L_ IAI_5. 18 All, FAST' N, F-, TO BE CORR•')5,ON R.rSISTC\IT. 19 RJSTALLeJ1014 ANCFORS S'iALL BE IN_'IAl-LED IN A':CORDAIJCE WITH ANCHOR MANUFA;,IUIJt-' S INSIALLA1104 IN!'IRUC( IONS A'JU AIJCHO'JS SHAD NOI 13L U's'. U 1'4 SU3STRATFS W- H STRENGTHS I ESS THAN THE M'XIMUM STRENGTH SPFC".F1E0 YFLON. A WOOL' ` AINIMUM S°E,'A Y; GIRA,' T-( OF G-0,42 I; COKCRFIF' I IFIIT.aUM COMPiiESr,'IVF SIRFNGIH OF ),000 PSI C. MASONRY, 4C.LC',Y,''II_11_1) IKOCK PE: ASTP C90 WITH Fm=1,000RS1 1AC9'MJTd. D. ME--,,[ STRUCTURE: STEEL 180A (Pec") FY=33wSIjFU=E2K`:I (1R A;IPJI' J'JM 6053-T5 FU-30KSI Dd8" 'HICK MI^CMJM SIGNED: 0711212016 VI WINDOWS AND DOORS o\11111111/1'2 101!/i 650 WESTMARKETSTREETPAJ$ R • GRATZ, 17030- 0370 GENSF'9cP SERIES 185 ALUMINUM SINGLE HUNG WINDOW 0 5= 52"X84" NON -IMPACT NOTES AT OF r "IN c[ORION' i Ss,ONA11 G` Od A N" NTS ne' 12/09/14 `C'S160F 14 52" +AAX "11AME `::IDTII v `7 I 1 L I 185 ALUMINUM SINGLE HUNG WINDOW AX IPAME 19IDTH 71 MAX _ MAX 6 O !, 2" MAX LAY - IC" MAI< I OJC 1 l.tAr _—_______ __ ____ __ ___..__________- F AM= j 4EIGPT I I I I I 1 I 2 ._. L 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGE& FINLESS INSTALLATION FLANGE& FINLESS INSTALLATION WITHOUT FILLERS WITHOUT FILLERS SEE CHART NI FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART 8I FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING t60.OPSF j NONE M J,:TES- I r.1n;+bsLn+ SASH SIZ' L,I" N 58". i I,{Akt,11.A+ SASH DLO A,' S., X 32 1' 2" 3 M;,F MLA' :,EU n L 0 49/• X 45 HARDWARE SCHEDULE METAL SWEEP LOCK AT 8" FROM EACH END INTERIOR MEETING RAIL BLOCK AND TACKLE BALANCE AT IAMBS Ft vl l:lll: OATE P^JIEED ANCHOR SPACING. k CHARTS 07/11,: 70' 6 R L Number olanchor locations required Frame Frame Width fin) Haight lln) 1600 Head Jamb 24.00 Head Jamb 30.00 Head Jamb 36.00 Head Jamb 4200 Heed Jamb 4600 Head Jamb 52.00 Head Jamb 2400 2 3 3 3 3 3 3 3 4 3 4 3 1 4 1 3 3000 2 3 3 3 3 3 3 3 4 3 4 3 4 3 3600 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 4600 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 6000 2 5 3 5 3 5 3 5 4 5 4 5 4 5 6600 2 5 3 5 3 5 3 5 4 5 4 5 4 5 72,00 2 6 3 6 3 6 3 6 4 6 4 6 4 6 7/ DO 2 6 3 6 3 6 3 6 4 6 4 6 56 4.00 2 6 3 6 3 6 3 6 4 6 4 7 5 7 MI WINDOWS AND DOORS 650 '.VEST MARKET SIREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON —IMPACT FLANGE Lc FINLESS ELEVATIONS IWAY14 N.G. 08-02546 7--- NTS °A' 12/09/14 G1f12 OF 14 SIGNED: 0711212016 ST11P, 1. L/o7/ GEN",,, i a 5 *=_ TAT E OF , tuz A, t O011iS, ONA1 1\\ r14- t oc O i 52' MAX FRAVE V:ICTH -- 2' MAX -------- IE;" MAX - 2" 'A"X i If" cc MAX IEIGH. ry/ 4 I 185 ALUMINUM SINGLE HUNG WINDOW 1185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGE& FINLESS INSTALLATION ' FLANGE& FINLESS INSTALLATION WITH FILLERS WITH FILLERS SEE CHART 92 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART #2 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING ! IMPACT RATING 60.OFSF NONE T=S. I MAXIMUV SASH SL'i "I" X 55" 2 +.is.;< 6,i1 N SA'M D-L 0. 4 1 5" X 32 1 /2" 3. MAXIMUM c YEQ D L.O >. 45" HARDWARE SCHEDULE 2) METAL SWEEP LOCK AT 8" FROM EACH END INTERIOR MEETING RAIL 2) BLOCK AND TACKLE BALANCE AT IAMBS Allk J RE+_Iptli OFS, FIPTOE, LaTE anrr•O+.TO 515F i AtJCHCP. SPACINC: k CHARTS 1 07% 1 1 J 20' f R! am CHART #2 UNITS INSTALLED WITH FILLERS Number of anchor locations required From Frame Width (in) Ftalpht (in) r2l 00 Jamb 2400 Head Jamb 30.00 Head Jamb 3600 Head Jamb 42.00 Head Jamb 4&00 Head Jamb 5200 Head Jamb 2400 3 3 3 3 3 3 3 4 3 4 3 4 3 3000 3 3 3 3 3 3 3 4 3 4 3 4 3 3600 3 3 3 3 3 3 3 4 3 4 3 4 3 4200 4 3 4 3 4 3 4 4 4 4 4 4 4 4000 4 3 4 3 4 3 4 4 4 4 4 4 4 SI00 5 3 5 3 5 3 5 4 5 4 5 4 r 60.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 66,00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 72.00 2 6 3 6 3 6 3 6 4 6 4 6 4 6 7500 2 6 3 6 3 6 3 6 4 8 4 6 4 6 8400 2 6 3 6 3 1 6 1 3 6 1 4 1 6 1 4 6 4 6 SIGNED: 0711212016 MIWINDOWSAND TOOKS fl WEST MARKET STREET J\S1R Llb 9i iGRATZ, PA 17030-0370 GRMSF •J+% SERIES 185 ALUMINUM SINGLE HUNG WINDOW NON— IMPACTJFLANGE LtFINLESSELEVATIONSA' 4 Aq'Z 52"X84" OF ORaA- N arc N]'O(ORIOt N. G. OS A TITS San 12/09/14 SO`2536OF 14 5 2 ' MAX FRAIVIT 'A'IDT' lN44Y MAX 0 2" VAX II f `—' I i fl C I' Q X I 185 ALUMINUM SINGLE HUNG WINDOW c MAX - ^ _ I MAX10" C i 2 MAX r i 10" k4AX O0 T- If r-IEIl 4' III i i i r 4 i i ! , I i 165 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FIN INSTALLATION FIN INSTALLATION SEE CHART X3 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART #3 FOR SMALLER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING t60.0PSF NONE N;rLS I MA),JAUl! SA;;i, SIZE 1,1" X 3r:' 2 'd-'VIALifd SASI, ' L.0 . 4/ -0/2" z 32 1 2' S. r=.X%!Ub1 ilXLD U.L.`? 4,1 lA'A" 11 45 HARDWARE SCHEDULE METAL SWEEP LOCK AT 8" FROM EACH END I BLOCK AND TACKLE BALANCE ATJAMBS Rr sons ` DFSCF.IPT101. I C:FTE 'P'OYCD P.CVIGED ANCI!;P. SPACING R CIA? S D7l11i2C 16 PL CHART#3 Number of anchor locations required Fame Frame Width (in) Helghl(in) 18.00 1 24.00 30.00 36.00 42.00 4A00 52.00 HLS Jamb His Jamb HLS Jamb H&S Jamb H a S Jamb H & S Jamb HdS Jamb 24.00 3 3 3 3 4 3 5 3 5 3 6 3 6 3 30.00 3 4 3 4 4 4 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 6 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 60.00 3 7 3 7 4 7 5 T 5 7 6 7 6 7 6600 3 8 3 8 4 a 5 8 5 8 6 8 6 E 72.00 3 8 3 8 4 8 5 8 5 8 6 8 G 8 75.00 3 9 3 9 4 9 5 9 5 9 6 9 6 9 E4.W 3 1 9 3 9 4 9 5 9 5 9 6 9 6 9 SIGNED: 0711212016 M650 I DONiMA P. LWEST1bKANDSDOORS qtpGRATZ, PA 17030-0370 w•GEN0 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON-IMPACTFIN4ATELEVATIONOF Z OR Mt- s/jONA(? O\`\ NN 08 0254 A NTS Drr 12 05/14 0E 146 2" v114 FE1,31' )I STANCE wOCD =RAIV NG OR P,ICK LzY rJIHU<S 1 1/4" MIN RAC i"-R "ol) 4" MAX- STIlM SPACE INTERIOR EXTERIOR F Sil TO BF SFT 4 IN A ULU V A.111IR0,1, D STFOC7._ Pk- LALANT ApFuvh) A_ANT 1/4" SHIM SrACF OR IX BUCK BY (-THL;,'3 VERTICAL CROSS SECTION WOOD FRAMING OR2X BUCK INSTALLATION NOTES: I INTERIOR AND EXTERIOR FINtSHES,BYOTHERS, NOT SHOWN FOR CLARITY 2 PERIMETER AND JOINT SEALANT BYOTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 LD(;L D.S ANCE METAL STR UC--UF0 EXTERIOR BACKEP ROD a, APPROVED SFAt Ar,-. METAL_' - L STRUCTURE BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" I)AX IMA SPACE SMS OR DR -LUNG INTERIOR Sli I TO BE SFT Ili A 6f 0 Of APPROVED I,TRUC,TURAI SLALAN , 1/4" MAX SHIM SPACE pfV5 RN urnoN - Fr I 11T PEvlcFC A14C)",)R Sl`tcm A, CHARTS I 07 /1 1, 1 1/4" I'IN I //-t ' MAX LMBLDMLNii SHIN' SPACE MIN INTERIOR USTANCIF rim NL I )COD FRAMINGEXTERIOROR2xUUG'K EA(II-K K.JL, BY O-HERS & AFPRCV-D S ' Ai AN' JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 114" MAX. SI-IM SPACE TO SMS Or, SF1 F DRILL ING INTERIOR S EW S T), 314 j FillMIN EDGL 713TANCE IT EXTERIOR HETA'_ SFIRUIC1UPE BA,111R P 0D U, rTf,---RS N APPROVE-) SEA -ANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0711212016 M6I AND DOORSWINDOWMARKET P. L 0 50 WEST STREETS GRATZ, PA 17030-0370 SERIES 185 ALUM114UM SINGLE HUNG WINDOW 0 52" X84" NON -IMPACT a5 FLANGEINSTALLATIONDETAILSWITHOUTFILLERS• OF TATOFN. G. 08-02546 A 0 1/1f11NAL111110\\ Vc,a I 14TS Ir"I 12/09/14 1"`5 OF 14 2 1/2" WtL OPICH_IL/VA'.:)IJR"-----+,----'-'--',.---- @Y g ° r PIIGIJ: I 1 r FUt:K — • a ° i 1 : <" MIFI LL NC'1E5 3 - 7 _--- _ - • l-- ---- -.- --- EliFjEDLIL'Jf I 1 /4- MAY, LiACKf-R ;`D —'1=' SHIM SPAC= i-.PPR(,bFD LLALArII L• y, I ;1 EXTERIOR uL jJ16" TA CON INTERIOR I - S LL TO BE SET IN A ?t_D BACKER ROD ' PROD 1 A;. .O DP . JEJ A= SLAL JI%' STRUCTURAL SLAL4'Jl tt '; rgL'rJT OPTIONA_ ix F,I, "r --- I_ 1-- J/1 / 4" MAY SHcEi 1 V 5'11M SPATE UY OfHc.HS • ° a VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION 1 1/,1" MIN EMNEGMLKT CONCRETE /lAASONRY OTHERS \ i I I I I ,• r,- . REY$::rr orscrmrul. I UTE R_V'SFP. AIJCI GR SPACING k CHARTS 1 ti7/11;2016 RI I- I,%a" MAl 5•-.tie SPACE INTERIOR EDGE I a J ) --_____ DISTANCE I; J= EXTERIOR I 1 BACKER ROD t.• APPROVED OrnUN%-L 1 X BUG Si.A-AI, SEE NOI S 3 -- SHFET I JAMB INSTALLATION DETAIL CONCRETFIMASONRY 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: 0711212016 MI WINDOWS AND DOORS 011111II1IZ7 650 WEST MARKEF STREET R- Lpj j 4f GRATZ, PA 17030-0370 GENs ?s'% v SERIES 185 ALUMINUM SINGLE HUNG WINDOW 0 25 #= 52"X84" NON -IMPACT v srr - FLANGE INSTALLATION DETAILS WITHOUT FILLERS; S}ATE OF N.G. 08 502546 A S 0 It a` li 71 NTS DA71 12/09,J 14 6 OF 14 REN; J11i 2" LAIIJ FT;GF XS-'ANCF _ RN GfSC mTCN rFrE +a»;ED OLD C RAV t.G 3/4' MIN R1^'-CC AIJ^,I ;iR SPAC-ING k } AF i 07/1 l ,'2016 R I GR 5 BUCK I`` I I LUG- DIsrANC,E Di 0111H - METAL 1 1/4" t.'1}1 1/4' MAX 1 1/1" MIN EMBEDUEIJI S Ib' SPACETCJCURL 1 4" MAX141`LJi / (i} CT11=R°i , T- ul IIf,1 SPAC I INTERIOR f' AI:r,RUVF I Ip \ a' Ml,., ' T ; I MITJ , SL.'_AIJI L I \ SHIM SPA'-E APPRG'%L:• --' _ FD'- i T I I DI!;TANCF \ y ILLLI III \' kl0 'w•rUOL'-•,Cw,y, ; yTO WOC? Jar / \ I _--- __ SCREW 11 I Fn r ER i 1I1 O SMS OR 1 SEI P OR'L11NG P;OvD FRAMING SCRL*Y UH zx N+_G-t EXTERIOR I Df OTHERS _, '- DrC• =R FOD tIC10 8c APPROVED ILLEI3 5' AI AN JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATIONr J = INTERIOR INTERIOR ti' F-JEIAL -- - 1/'l" 'X L. SiRLI•.',TIiRE \ S:1P.e _ACL" EXTERIOR go BY OTHFR S EXTERIOR rl seas oR - , INTERIOR w SELF DMI L IHO S:,IJE's'v'`i SILL 'C PE SET A jLD 01 AP"POV:D I SI I 'q 9F SET EDGE I'-------- J' / S'RJCT.IRA_ r ItJ A JLD OF DISIANC E x LW-K R 'OD/ - P^ROVED aU d ; PPROVED I C rR,1cT lf;A, / EXTERIOR A._ANT _ 1/4" MAX BACY.Er ROD I i / SEA_41J, APPRO4'Fr:\ _- "-RGL- LACLL:. RCU1/4" MAX ; I1I2 IL 4PP ROVED WOOD FRA'd NII _ F 5,IIM .SPACE Ur 2X RUCK I % BY C IHFrS METAL - STRUCTURE BY OTHERS 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 } VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION EA- AN' JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0711212016 MI WINDOWS AND DOORS x11111111/I/// 6, 50 GRAJZ, ST MARKET PA 17030 03 oT S GEN 0, 625 SERIES185ALUMINUMSINGLEBUNGWINDOW5LI NON -IMPACT FLANGE INSTALLATION DETAILS 'a/1TI1 FILLERS O,• TAT OF F•:°( OR1 P•`• ss/ OIIIAll1?G\`\ 7'.0 RfV N= U 08- 01.5760E A tJTS ru' 12/05; 14 14 L 1 /2 VIN r I:GC CII TANE;F CO,ICK-1 V•ti'AS,j- ------- F.Y QTHNR RE ' d OC 1101J", 1 •>< NGi.! — - d d 1 1 %" Idlhl SSC NClES 3 - 7 EM16EFIM-14T L't• - 1 C ROC ' ' i SHIIA SPACE APh `• ROWITO SLA -,N i L 3/1G" T4'CON f I___ EXTERIOR i i INTERIOR I S LI TI) 9E SET II 7 IN A _QE SACKER POD 0 I. u .4 RROJEU T ' STRU.'TURAL SEAL / CEe•L NT cr-Tl r;A_ IX eu': MaX 5^F .`_i1L 3 -- / SKIS" SP4CF SHEET 1 Ct141;,R- I E/I,.AS•"!NF. _ Of 0"'i=RS a VERTICAL CROSS SECTION CONCRETOMASONRY INSTALLATION EMBEDMENT C"'NORET=/MASONRY -+ OTIIERS:--- I i 3/1G' _APCOK • I Rf_V DFi:-I'IRil01i I fflE >°. •^GrTI+ RPVrF1 ANd,oP sPA; n+c k CHARTS /11j2ole Rt GPI IONA; 1 X HOCK 5Ec NOTES 3 - SHEE1 ilPr•A S`ACE INTERIOR I 1 DISTANCE i I — EXTERIOR 9"•.CKER ROD RIGID -' F• APPF.C:V—D I-ILLCR SLAL 4N T JAMB INSTALLATION DETAIL 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 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT FLANGE INSTALLATION DETAILS WITH FILLER N.G. 08-02546 u•u NTS °4 `- 12/09/14 "I "8 OF 14 SIGNED: 0711212016 J\ S1 R1 I IL1 tAfT? r F GNis\• i/s/ONA11E\\ 2 M.N r EDGE D,S-AJCE h•OOP FRA',Aq,C - I iR < RU Ulf OIIILItS BAcV.-'R R(JI, - 4' MAX AISr_A.A?Nl fli rlrl sF.a•,LjjlljlrIIM N t o 1+JOOL; sG%_a; CJf L INTERIOR 1 EXTERIOR ll I itJ TO BE 'SET U IN A BLU 01 rr TRUr-'„RAL U;! KtR 'IOU , I / SLAI_AN: AP,ROVFD H.M S' ACE W00[,' FRAMWG r CR 2X BJCK BY 011-ErS 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 E21 12 M F T.A;. TRUCTl1RF .. BY '07"LRS APPRUNUD• --' SEALANT HACI,FR R tx A. 'pRov 5EALA.. MET SIRUCTUI BY OTHEI 4' '01N F—T LDGE OIsfANCE r 1/4" VAX. I S111A S)ACL I 10 b\4S OR SEL- DR:LU`U; SCREW INTERIOR REV,'oii ' FED• OFF'.inni.k I fiiE, >' Y TO n R,EVrSFD AIJ,I-CR SPACII,G & 'PARTS 07/11%9015 RL. L F L11_Ii1J; IJf I - Imo— 1,111M SPACL INTERIOR 1/2 I i' YIN 1 k SC R E W Lfl - EXTERIOR Yn0013. FRAMING -- JL UR 2% LIUCK BY OTHERS RACI,FR 00 APPROVED SEMANI JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION I/4' q{AX SHIA '>FAC, y 10 SMS OR --,\ HV I tFYIIJIY SELF DRILLING CRUJS 1-------- ri.-dlUltl IfilF 3 4" I'-_ 4I SI_L 0 PE S- 1 1% A BED OF AFPROV70. Ef:GE STRUCTURA'- D'SIANC` EXTERIOR SE Ar AN I 1 1 1/4" MAX METAL--' BACKLR RCJ SEAM SPACE TRIWTURL Y Ol•'ERS APPROVED SEALAN- JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0711212016 MI WINDOWS AND DOORS CROSS ON 1111111II// METALVERTICAL MARKET 1370T STRUCURREINSTALLATION 6GRATZ50 SPA S GEN170300TSERIES 185 ALUMINUM SINGLE HUNG WINDOW lt• 0 6125 * 52" X84" NON -IMPACT FINLESS INSTALLATION DETAILS WITHOUT FILLERS TATE OF I: RRwN :w-. w, lily o•;,( ORIOP• $: A 08-025460E N. G.NTS NAL1E G A112/09/1d 14 1 11 2 1/2' M'H r; FINE D,&TAHCE BY C•THFRS n ` ` ` e. 1 t e 1 1/4' riIIJ S-E 'JUIES 3 — 7 i 14,• b1A?' fa..r;fff` hnh . HIM P'+'= 4 i•F'lROdFD I l oLkLAi! 3116" TA -CON F ', - -- I-- I,;,D EXTERIOR' INTERIORf%=n--- i a SILL TO BE S-r H, C < R u / IN A BED OF 1 E ^ )J I / AF PR(:;cD k A'PRUvE) / STRJCTJRA._ SEA.LO II CPTI!)H,A, IX RI, - - \ v._ — J 1 , t MAY r_f ,aE 3 -,J ISHM S"A-lE SHEE- I -- VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION 1 1/4" MIN EMBEDMENT OTI , ERS \ J TA - CON v 2 1/ " MIN, f v EDGF I ' UISf,:ICE , orscrmT; cu cArE nrrrc:ELI R= V'SEr, A[4L1, 13 SPACING k CHARTS I U7/11j2. tE Rl G= IION' 1X RUCK E= r.OTFS 3 — SHEEf SILM S^ACE INTERIOR EXTERIOR ancKFR ROD APPRov-- D SL4'_ AY" JAMB INSTALLATION DETAIL CONCRETE/ MASONRY INSTALLATION NOTES 1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0711212016 MI WINDOWS AND SDOORS650 WESTMARKETREETGRATZ, PA 17030-0370 GENSFgiP rSERIES 185 ALUMIIJUM SINGLE HUNG WINDOW 0. 6125 #= 52" NON —IMPACT ATIO FINLESSINSTALLATIONDETAILS WITHOUT FILLER a'J C. a oQ,• tAT OF tv` dl • • N. G. 08-02546 A aG\ i/ j11NA11E`\\\ HTs °A' 12/09/14 '1""'10 OF 14 I GR • RUce BACI%-P SOD P; AP F.UVF0 S % .AN I FG D ILLLR EXTERIOR J4" MAX Sf ILIA SPACE rr 10 '0.000 1'-L -0 BE FT IN A BED Of I n.P?aCrV D IAETA' - STg0-,TURF U1 Urf-L-R: APPROVE_ SEA, AN' 4 ' IA NF-I T EDGE DISTANCE 1 / 4" MAX. r SHIM SPACE" rI RIGI_) - II r-ILLEP po SMS OR SEI F DRILLING; I"r?Lr1 EXTERIOR I C =_ i INTERIOR UAr,K l tOD St AI AN I r AP^F.OVFD J CANT \, __ L_' / 1/4° rJn,X '>>CKFR RrTT SHAI SPACE & r`PF OVE( v1'COT) RAMIKC - — OR 2X DUCK BY I:THEf,S i METAL STRUCTURE BY OTHER` VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES V 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 VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SII _ TO F= SE - IN A BED Of AP"ROVED STRLICTIIRA. SLALAN1 1/4" MAX SHIM SPACE aEvs orr, GFSiFInTOh j I`1TE pn-uq[D RD,"SCii A14CI-CR SFA;INC k CHARTS I .3 7/1 I/;lr16 RL 1 1 /4" VIN. 1 14" M.AX E`ABEDMJ_NT iUA SPALL 1 12" v` INTERIORi MIN EDGE D,S1ArJCl- T 10 WOOD I/ WOOD FRAMIN(; -I J EXTERIOR OR 2X BJCK BY OTHERS BACKER, ROD AT'i'NOV, D kIFlO F-LLER S-4,44' JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION f,"_T.AL — Sr?LII.ILIRE \\ I/ MAi Lil' ,)rIER, SHIM "PING_ r. 10 SMS 04. -, INTERIOR SFI_F DRILL IN',, CREWS J/4" T FOGE C'sT r:C a EXTERIOR l BACKER ROD FI' L ER N APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0711212016 MI WINDOWS AND DOORS 650 WEST MARKET SIREET GRATZ, PA 17030-0370 ti11 1JTllli, X j R.Lp4f /Z GENSF qiP' ter SERIES 185 ALUMINUM SINGLE HUNG WINDOW t1 0,„625 = 52"X84" NON -IMPACT FINLESS INSTALLATION DETAILS WITH FILLERS TAO I: RrsvN c+na he, er•,' b* au\ i A j°DRIOr • '' Fs ' 08 - 02541 A sj NAL1E\\ V111NTSn"-r 12/09/14 OF 14 2 ,/2 MIN. F()GF :):STANCE LONCRE I L1'M:•b:)Nl+v + BY O H ERS A e i `- ----- -z--- -------------------! c i 1 1 / " bIIIJ rPTIcaJ ,' 1 x hJi.V, — " c I EYDEDMENI SCE 'JC,IE`_, _' - 7 d/ ^ /4' MAX - I; Kf R hOC— SHIM SPA', A, AP, RnED EALANJ FEVI5 011 ' GFSCI:7N:N i [iFTF a=arG T_ R,'.V•I:FD ArJGI-,DR SPACING k-F4ARiS 07/11/2015 RI- EPJHEDMEV BY OTI,ER`, \ CI'lI0Ll4. 1;( f?t,CK a SHEET R,CID - 3/ 16" -A'CON 3/16" ,A -COI.; i 1/ MAY. Fit I Fri I ST IR. SPACL INTERIOR 1I\ EXTERIOR INTERIOR 2 112 I tl DISD•'dCE I > EXTERIOR B4CVER ROD J I..• AF'f'F!NFD t IlIG4i FI I FR SEA'_AN' J IyF—;; S L -C DE SET JAMB INSTALLATION DETAIL d, A BEC OF CONCRETE/MASONRYINSTALLATION R sc APAPPROVEDAPRQVED rj F:FtvEo TR,_C'URAL SLAL-.'ll SEA; AN OPTV)NA_ IX 6J:;N — Scf r.CT_ ,• - i 61-v S'lM SPA' NOTES 1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS. SH, ET 1 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 11 IIfl/r7j 650 WEST MARKET S1REEi 5 R• LD i i J e GRATZ, PA 17030-0370 ti •ENSF gcP SERIES 185 ALUMINUM SINGLE HUNG WINDOW, 52"X84•' NON —IMPACT AAT VERTICAL CROSS SECTION FINLESS INSTALLATION DETAILS WITH FILLEP. 0 OF ry Raw" iiOFiS' CONCRETE/MASONRYINSTALLATION N" u•; ^^. 08-` 7512 FtV i/7/s/ONAj46A 1 a\\ fJTS T' 12/09/14 0- 14 1 1 J 4" r: f I CMEE IAFP•1 I CI7EtV G' F-1fJ L'L DIcTAW[. EXTE Ft14Ml`l/; 6i OTHERS i j 4 ' MAX L SIiIIA SF'PC_ 1 14AX HIM SPA:E t 6" F IrJ I +ll;1A1117i11(!lP Fr ,F .;ISTAHC F Ni goon ,;uOD C F L W Fr.ArY N-" 1 ;;'4' 1,11". P'r OTTERS EI4BcDMFIJT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION Jr'JCL; t 12AMIhIG L-1 G'IIEPS REVS rrtr, DMCCIPT.CI. ,LhTE •1'iATD R_VEI-D INC) OR SPA^.NG k C1•AR- S 137; 11; 2G15 R l ' 1 ;'4" WAX PIM CCACC r I t INTERIOR i- EMBEDMENT r — SCREW ----- — -- 7 i 6" 4,'ll a _ _ FDCE DISTAWCF EXTERIOR 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 SE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0711212016 MI WINDOWS AND DOORS R. Lp i 650 WLST MARKET STREET GRATZ, PA 17030-0370 ter •GENS 9s i SLRIES 185 ALUMINUM SINGLE HUNG WINDOW*' t)25 *= 52"X84" NON -IMPACT FIN INSTALLATION DETAILS O; S ATE OF j u%aH — ury FL6_ N.G 08 `02546 A ss//10 G`\ tJTS °"-,.12 09/14 OF 14 2 _!/1F' 13/ 16' r 2 jr 6 5/la" FLANGE FRAME HEAD FLANGE FRAME JAMB FINLESS FRAME HEAD CM-18501 ---- CM-18503 CM-18553 ALUMINUM 6063-T5 050' THICK ALUMINUM 6063-T5.050" THICK ALUMINUM 6063-T5 050' THICK I III FLANGE FRAME SILL FINLESS FRAME SILL v CM-18502 CM-18554 FIN FRAME SILL ALUMINUM 6063-T5.055"THICK ALUMINUM6063-T5 055"THICK CM-18509 ALUMINUM6063-T5 055"THICK f 1 7/16" 3/ 4 11!.f,.Tl_Jr —, 1 2" 1 - L LOCK RAIUST_ILE_ SASH BOTTOM RAIL MEETING RAIL CM-18505 CM-18555 CM-18504 ALUMINUM 6063-T5 062" THICK ALUMINUM 6063-T5 050' THICK ALUMINUM 6063-T5.055" THICK T _SASH STILE Mossoi GLAZING BEAD GLAZING BEAD ALUMINUMc64- 1850.050' THICK V- 663 V-185 RIGID PVC.060"THICK RIGID PVC 050'THICK FINLESS FRAME JAMB CM- 18513 ALUMINUM 6063-T5.050" THICK 2 5/IE" 1- 1 FIAI P7PAAAF I-IFdn ALUMINUM 6063-T5V050" THICK 2_ IG 2 3/16" hCi- r FIN FRAME JAMB CM- 18510 ALUMINUM 6063-T5.050' THICK AE VMIS GESCf nTNlti f:•tE aarPQ.TD R- Vl,FD AN(1I+;R FPACING k (;HARTS 07,!11j7ME f L------ J/ i3 1/ 8' ANN LAETAL REINFORCED 9LJ1-; L ;PACER EXTERIOR J INTERIOR SILICUNE SEP- LAIN Sr ritN D_!;CK — GLAZING DETAIL A r 3111 t" ANN I IEXTERIOR INTERIOR 5;' 8'191TE I 'ti— --- SIUiONE SEALA.': I 17 J] Tii11; 7LOC K GLAZING DETAIL B VI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0376 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X84" NON —IMPACT COMPONENTS N. G. 1 08-02546 vl: NTS IoA-` 12/09/14 IYEFT14 OE 14 SIGNED: 0711212016 GENSF 9iP 05 pTAT AfV i F•.[ORIOP•. A / lONAl1E: Florida Building Code Online Page 1 of 3 s' Yri t• w:. 4„•`- ARM' iLK'rxr--i: ..' i"L•-': t'` M1'Z + • it :_. hi , -h1r ,A ''•K 'r. 'x' x : r f 'S L . I "'' ' _ " -sw.``"'"..:rn.iil BCIS Home Log In use, Registration Hot Topics { Submit Surcharge Stats & Facts Publications ; FBC Staff BCIS Site Map Links search i ba _ z pr I `::: Product Approval tr USbbcUser sProduct Approval Menu > Product or ADDIICatLgn Search > Application List > Application Detail FL # FL15349-R8 Application Type Revision I Code Version 2014 Application Status Approved . Approved by DBPR. Approvals by DBPR shall be reviewed and ratified t by the POC and/or the Commission if necessary. t Comments Archived i Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email t Quality Assurance Representative Address/Phone/Email I Category Subcategory Compliance Method Certification Agency Validated By I 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 0L-I 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 I American Architectural Manufacturers Association Steven M. Unch, PE I 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 I http ://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtH8 5 72gvdWIan... 9/7/2017 Florida Building Code Online L Page 2 of 3 J 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 RB C CAC APC 12787.pdf 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.pdf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15349 R8 AE 513124B.Ddf 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 15350.1)df 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 08-02949.1)df Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15349 R8 AE 513783.1)dF 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.pdf 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.pdf consisted of 5/32" tempered exterior - spacer - 5/32" Verified By: Luis R. Lomas, PE 62514 annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass Created by Independent Third Party: Yes was bedded in Pecora 896 silicone with 5/8" glass bite. Evaluation Reports 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 8272.1)df Approved for use outside HVHZ: Yes FL15349 R8 C CAC APC 8273.pdf 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 RS AE 512278B.odf Created by Independent Third Party: Yes 15349.5 185 PW Impact 96 x 60 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 R8 C CAC APC 7962.pdf 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.pdf 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 RS AE 5122775.pdf Created by Independent Third Party: Yes 115349.6 1 185 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.pdf Quality Assurance Contract Expiration Date 10/28/2017 Installation Instructions FL15349 R8 II 08-02947.odf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH85 72gvd WIan... 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 Ddf Created by Independent Third Party: Yes Back Next Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1n24 The State of Florida is an AA/EEO employer. Coovnoht 2007-2013 State of Florida. . Privacy Statement .. Accessibility Statement • • Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic 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: rM = M rihc 0 Credit Cafd; Safe. http://www.fl oridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWIan... 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. S. 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 IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. REVISIONS REV DESCRVWN DATE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. B 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 (.048'7 FY=33KSI/FU=52KSI OR L 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 WIN650 W MARK DOORS, LLC 1R IL OJ\S GRATZ, PA 17030 r••vVGENSF •1P D 61/ SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT a lstsiltl NOTES 0'''', $SS$TATEE OF O' ctC nORIO"- \ 7sS/DNA j1E G` Luis R. Lomas P.E. FL No.: 62514 DRAWN J.L. DWC NO. 08-02357 REV B saaE NTS GATE 09/03/14 1SHEET 1 OF 12 L ROBERTO LOMAS P E 1132 WOODFORD RD LEWISVILLE, NC 27023 431.66E-0609 Alomas@frlomaspe corn 72 1/2" MAX FRAME WIDTH — 6" MAX —--r 18" MAX O.C. —I 6" MAX L 18" / MAX O.C. T 71 1/2" MAX FRAME HEIGHT REFER TO CHARTS SERIES 185 ALUMINUM FIXED WINDOW 1 & #2 EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED 72 1/2" MAX FRAME WIDTH 6" MAX ` 18" MAX Q.C. 6" MAX 71 1/2" 18" MAX MAX 0 C. FRAME T HEIGHT REFER TO CHARTS J SERIES 185 ALUMINUM FIXED DESIGNER WINDOW 1 do #2 EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED DESIGN PRESSURE RATING IMPACT RATING t60.OPSF NONE NOTES' 1. MAXIMUM D. L.O ' 69 3/4' X 68 314' REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 R.L. CHART X 1 Number of anchors required (without rigid fillers) Frame Frame width (in) He Ighl 2400 3000 3600 4200 46.00 5400 60.00 66.00 1 7250 in) HAS Pamb HAS Pamb HAS Jamb HAS Jamb HAS Jamb HAS Pamb HAS Pamb HAS Pamb HAS Jamb 2400 2 2 2 2 3 2 3 2 3 2 4 1 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 42.0o 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 54.00 2 4 2 4 3 4 3 4 J 4 4 4 5 4 6 4 7 4 60.00 2 4 2 4 3 4 1 5 3 5 4 5 5 5 6 5 7 5 6600 2 4 2 1 3 5 3 5 J 6 1 6 5 6 6 6 7 6 71.50 2 5 2 5 3 5 J 6 3 6 4 7 5 7 6 7 7 7 CHART X2 Number of anchors required (with rigid filleral _ Frame Frame width (m) He Ight 24 00 30 00 36.00 12 00 48.00 54.00 60.00 66.00 7250 In) HAS amb HAS pamb HAS pamb HAS Jamb HAS Jamb HAS Jamb HAS P..bl HAS Jamb HAS Jamb 2400 2 2 2 2 3 2 3 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 3600 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3 4200 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 J 48.00 2 3 2 3 3 3 3 3 3 3 4 J 4 3 4 3 5 3 6400 2 4 2 1 3 4 J 1 3 1 4 4 4 4 4 4 5 4 60.00 2 4 2 4 3 1 3 4 3 4 4 4 4 4 4 4 5 4 66.00 2 4 2 1 3 1 3 4 3 1 1 4 1 4 4 4 5 4 11.50 2 5 2 5 3 5 3 5 J 5 1 4 5 1 4 5 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 k CHARTS DRAWN: DWG NO. J.L. 08-02357 s NTS 09/03/14 -- 2 OF 12 L ROBERTO LOMAS PE 1432 WOODFORD RD LEWISVILLE, NC 27023 434-656-0609 rllomasOa 1domaspe corn SIGNED: 1111512016 R L I I iD v •v\CENSe;giP TTA.CTIFE OF ; ' Cir i0". B/ ONAi`Edc• Luis R. Lomas P.E. FL No.: 62514 71 I FI HI 6"rMAX -E- I 72 1/2 MAX FRAME WIDTH d18" MAX G.C. 00 18" 00 MAX O.C. 1/2" IAX IGHGHT j j 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 00 18" MAX O.C. 71 1/2" MAX FRAME HEIGHT I REFER TO CHART #3 --- FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW ANCHORS REQUIRED EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t60.0PSF NONE REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. B , REVISED NAME AND ADDRESS 10/27/16 R.L. NOTES 1. MAXIMUM D L O ' 69 3/4' X 68 3/4' CHART#3 Number of anchors required (fin installation) Frame Frame width (In) He Ight 2400 3000 3600 4200 4800 5400 6000 86.00 7260 Iln) HLS Parnb HLS Pamb Hd5 Jamb Hd5 Pamb H&S Jambi His Parnb HLS Jambi Hd5 Pambi His Jamb 2400 3 3 3 3 3 3 4 3 4 3 4 3 5 J 1 5 3 6 3 30.00 3 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 6 3 36.00 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 3 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4 8 4 64 00 4 7 4 7 4 4 4 4 4 4 4 5 4 5 4 6 4 00 5 3 5 3 5 4 5 4 5 4 5 5 5 5 5 6 5 00 71.50 5 3 5 3 5 4 5 4 5 4 5 5 5 5 5 0 53163836484846585666 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 P E 1432 WOODFORD RD LEWISVILLE, NC 27023 434-688-0609 rllomasLAMOmaspe wnt SIGNED: 1111512016 S\11P,1IIL/0 r •\GENS;giP v 0, 6 61,f 5TTACT rE OF ; W 1EaG\ Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN. EDGE DISTANCE 1 1/4" MIN METAL EMBEDMENT STRUCTURE BY OTHERS 1/4" MAX BACKER ROD SHIM SPACE BACKER ROD APPROVED & APPROVED SEALANT SEALANT 10 WOOD SCREW EXTERIOR INTERIOR J10 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 1/2" MIN. EDGE DISTANCE INTERIOR 10 WOOD SCREW WOOD FRAMING EXTERIOR OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION BACKER ROD — APPROVED SEALANT METAL STRUCTURE BY OTHERS 3/4" MIN EDGE DISTANCE 1/4" MAX. SHIM SPACE 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 SHIM SPACE 3MIN. EDGEE D DISTANCEINTERIOR 10 SMS OR SELF DRILLING SCREWS EXTERIOR METALSTRUCTURE BACKER ROD BY OTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 RL. B REVISED NAME AND ADDRESS 10/27/16 RL 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 AS TM E2112 SIGNED: 1111512016 MI WINDOWS DOORS, LLC 1r0 650 W. MARKET GRATZ, S 1'. 4 i// 9, PA17030v •GENSF SERIES 185 ALUMINUM FIXED WINDOW 5 73" X 72' NON-IMPACT LFINLESS ATINSTALLATIONDETAILSWITHOUTFILLERS0OFw- NO REV o 5 IOR10' •G\• DRAWNDWG08 B 77S`1DNA11Ea SCALENITSDATE09/03/14 SDHE347 OF 12 L ROBERTO LOMAS P E 1132 WOODFORD RD LEWISVILLE, NC27023 Luis R. LOTOS P.E. FL No.: 62514 434-66E-0609 rllomas@trbmaspe c 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 1 1/4" MIN. EMBEDMENT OPTIONAL IX BUCK EMBEDMENT SEE NOTES 3 — 7 SHEET 1 r BACKER ROD J 1/4" MAX CONCRETE/MASONRY BY OTHERS 1/4" MAX APPROVED SHIM SPACE SHIM SPACE SEALANT OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 3/16" TAPCON e EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/16" TAPCON BACKER ROD APPROVED SEALANT 1/4" MAX. 2 1/2" OPTIONAL 1X BUCK SHIM SPACE MIN. SEE NOTE 3 — 7 EDGE SHEET 1 DISTANCE EXTERIOR CONCRETE/MASONRY 1 BACKER ROD BY OTHERS e 1 1/4- MIN. S APPROVED SEALANT EMBEDMENT JAMB INSTALLATION DETAIL e CONCRET&MASONRYINSTALLATION 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION SIGNED: 1111512016 MI WINDOWS DOORS, LLC a li/o w. MnDK T ST.\\\\'S GENSF 9p'; GRATZ. PA 17030 v NOTES SERIES 185 ALUMINUM FIXED WINDOW tk• 0 6125 *= 1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 73" X 72" NON —IMPACT NOT SHOWN FOR CLARITY FINLESS INSTALLATION DETAILS WITHUT FILLERS 0•, TATE OF :z 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE 0 DESIGNED IN ACCORDANCE WITH ASTM E2112 DRAWN owc No REV i,'S J.. 08 502357 B S Q NA ` 1' kx N DATENTS 09/03/14 5 OF 12 L ROBERTO LOMAS PE Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 FL No.: 62514434-688-0609 rllomas@Irlomaspe c WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT EXTERIOR BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 1/2" MIN EDGE DISTANCE 1 1/4" MIN r EMBEDMENT 1/4" MAX. SHIM SPACE RIGID FILLER 10 WOOD SCREW INTERIOR 10 WOOD SCREW RIGID FILLER 1/4" MAX. SHIM SPACE MIN. EMBEDMENT I 1/2" MIN EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN 1/4" MAX EMBEDMENT SHIM SPACE F_ RIGID FILLER — 1/2" MIN EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING EXTERIOR OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS BACKER ROD APPROVED SEALANT EXTERIOR BACKER ROD — APPROVED SEALANT METAL STRUCTURE BY OTHERS 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 F SHIM SPACE 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4" MAX rSHIM SPACE RIGID FILLER 3/4" MIN EDGE DISTANCE 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 APPROVED 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 1R IlL 0MADKET GRATZ, PA 17030 J\5 9sGENS _ SERIES 185 ALUMINUM FIXED WINDOW 0 6125 *= 73" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLERS STATE OF DRAWN DWG NO REV 101110*' SS/0NAt1 N08B SCALE NTS DATE 09/03/14 soEET67 OF 12 L ROBERTO LOMAS P. E 1432W000FORDRDLEWISV2LE,NC27023 Luis R. Lomas P.E. FL No.: 62514434-688-0609 rflomas@Wr spe mm 2 1/2" MIN EDGE DISTANCE CONCRETE/MASONRY BY OTHERS d OPTIONAL 1X BUCK 1 1/4" MIN. SEE NOTES 3 — 7 EMBEDMENT SHEET 1 n BACKER ROD J 1/4" MAX APPROVED SHIM SPACE SEALANT RIGID FILLER 3/16" TAPCON EXTERIOR INTERIOR 3/16" TAPCON BACKER ROD APPROVED RIGID FILLER SEALANT 1/4" MAX OPTIONAL 1X BUCK SHIM SPACE SEE NOTE 3 — 7 SHEET 1 CONCRETE/MASONRY BY OTHERS e 1 1/4" MIN EMBEDMENT a ' d • 2 1/2" MIN, EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION 1 1/4" MIN EMBEDMENT 9 CONCRETE/MASONRY BY OTHERS OPTIONAL IX BUCK SEE NOTES 3 — 7 SHEET 1 3/16" TAPCON 2 1/2" MIN EDGE DISTANCE I NOTES 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 REVISIONS REV _DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R L B REVISED NAME AND ADDRESS 10/27/16 R L 1/4- MAX. SHIM SPACE RIGID FILLER a ' INTERIOR EXTERIOR BACKER ROD do APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION SIGNED: 1111512016 MI WIND DOORS, LLC 1R 11L o% oWw. MARKETSGRATZ, 5 9, PA 17030 v,•CENSF 05 = SERIES185ALUMINUMFIXEDWINDOW7X 72" NON -IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLERS TAT OF 0 10; DRAWN DWGN0. REV C0 08 B LUIS'R. Lomas P.E. FL NO.: 62514 SCALE NTS DATE 09/03/14 SHHEEET77 OF 12 L ROBERTOLOMASPE 1432 WOODFORD RD LEWISVILLE, NC 27023 434-68E- 0609 rlbmas@Irlomaspe com WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE F 1 /2" MIN. EDGE DISTANCE 1 1/4" MIN EMBEDMENT 1/4" MAX SHIM SPACE 10 WOOD SCREW EXTERIOR INTERIOR 10 WOOD SCREW RIGID FILLER BACKER ROD & APPROVED SEALANT 1/4" MAX. BEHIND FLANGE 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 i1EMIN EDGE DISTANC INTERIOR I 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 METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE EXTERIOR 1/4" MAX SHIM SPACE 10 SMS OR ELF DRILLING BREW INTERIOR 10 SMS OR SELF DRILLING SCREW BACKER ROD & RIGID FILLER APPROVED SEALANT BEHIND FLANGE 1/4" MAX. 1 SHIM SPACE METAL STRUCTUREBYOTHERS 3/4" MIN EDGE DISTANCE T 3/4" MIN. EDGE DISTANCE METAL STRUCTURE INSTALLATION 1/4" MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION REVISIONS REV DESCRIPTION DATE APPROVED 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 AS TM E2112 SIGNED: 1111512016 MI WINDOWS DOORS, LLC R II W. MARK ST.\\\J\Sl L10 ET 9, GRATZ, PA 17030 GENS 0 6 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT a= FLANGE INSTALLATION DETAILS WITHOUT FILLERS AO''• 6&TAT OF ,, iiFSs/Z R1 DRAWN• owG No Rg08-02357 lolllnlll0"\\\ LUIS R. Lomas P.E. FL No.: 62514 SGLE NTS DATE 09/03/14 SHEET OF 12 L ROBERTOLOMASPE 1432 WOODFORD RD LEWISVILLE, NO 27023 434-6EE-0609 rllomas@lr/omaspe cram REVISIONS ` 2 1/2" MIN REV A DESCRIPTION REVISED INSTALLATION DETAILS DATE APPROVED 06/01/15 RL. EDGE DISTANCE B REVISED NAME AND ADDRESS 10/27/16 R L CONCRETE/MASONRY BY OTHERS 1 1/4" MIN n 1 1/4' MIN EMBEDMENT OPTIONAL 1X BUCK EMBEDMENT SEE NOTES 3 - 7 SHEET 1 CONCRETE/MASONRYMOTHERSBACKERROD & X14MAX. 1/4" MAX APPROVED SEALANT SHIM SPACE a SHIM SPACE BEHIND FLANGE OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 3/16" TAPCON c EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/16" TAPCON BACKER ROD & APPROVED SEALANT BEHIND FLANGE OPTIONAL 1X BUCK 1/4" MAX SHIM SPACE 2 1/2" SEE NOTE 3 - 7 r EDGE SHEET 1 DISTANCE EXTERIOR CONCRETE/MASONRY BACKER ROD & BY OTHERS 1 1/4" MIN. APPROVED SEALANT a a EMBEDMENT BEHIND FLANGE JAMB INSTALLATION DETAIL CONCRETFIMASONRY INSTALLATION a c 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION SIGNED: 1111512016 MI WIND DOORS, LLC R IIL0,/,/ oWW MADKET GRATZ, PA 17030 v E N,9 Sir - C F NOTES, SERIES 185 ALUMINUM FIXED WINDOW o 6 1 INTERIOR AND EXTERIOR FINISHES,BYOTHERS, 73" X 72" NON -IMPACT NOT SHOWN FOR CLARITY FLANGE INSTALLATION DETAILS WITHOUT FILLERS O; 5TE OF2PERIMETERANDJOINTSEALANT DESIGNED IN A CCORDA NCE BY OTHERS TO BE WITH ASTM E2112 DRAWN DWG No REV 08-02357 S/R,f NG\\ SCALE DATE SHEETNTS09/03/14 9 OF 12 10Nq l%o\\ L. ROBERTO LOMAS P E LUIS R. Lomas P.E. 1432 WOOOFORD RD LEWISVILLE, NC 27023 FL No.: 62514434-688-0609 rllomas@Irlomaspemm WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1 /2" MIN EDGE DISTANCE 1 1/4" MIN EMBEDMENT 1/4" MAX. SHIM SPACE RIGID FILLER 10 WOOD SCREW METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1/4" MAX. SHIM SPACE CID FILLER 10 SMS OR LF DRILLING REW REVISIONS REV DESCRIPTION DATE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 RL. 8 REVISED NAME AND ADDRESS 10/27/16 R L EXTERIOR EXTERIOR INTERIOR INTERIOR 10 SMS OR 1 0 WOOD SCREW SELF DRILLING SCREW BACKER ROD & RIGID FILLER BACKER ROD & RIGID FILLER APPROVED SEALANT 1/4" MAX. APPROVED SEALANT BEHIND FLANGE SHIM SPACE BEHIND FLANGE 1/4" MAX. 1 SHIM SPACE NOTES WOOD FRAMING 1 1/4" MIN METAL I-INTERIORAND EXTERIOR FINISHES, BY OTHERS, OR 2X BUCK STRUCTURE NOT SHOWN FOR CLARITY BY OTHERS7 EMBEDMENTZ BY OTHERS 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BEIT, 3/4" MIN DESIGNED IN ACCORDANCE WITH ASTM E2112 1/2" MIN EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX 1 1/4" MIN 1/4" MAX SHIM SPACE EMBEDMENT SHIM SPACE RIGID FILLER RIGID FILLER 1/2" MIN. 3/4" MIN. INTERIOR EDGE DISTANCEEDGE DISTANCE SIGNED: 1111512016 INTERIOR MI WINDOWS LLCMADKDOORS, ST. 51allioET GRATZ, PA 1FIXE v •GE µ10 WOOD SMS OR SCREW E10SELF DRILLING SERIES 185 ALUMINUM FIXED WINDOW 0.6125161,g SCREWS 73" X 72" NON —IMPACT WOOD FRAMING EXTERIOR METAL EXTERIOR FLANGE INSTALLATION DETAILS WITH RIGID FILLERS 0 , TAT OF LtL OR 2X BUCK BY OTHERS BACKER ROD & STRUCTURE BACKER ROD & DRAWN DWG NO REV n• A-, r •\ ij Fs.OR10. G`` SEALANT BY OTHERS OS SDE 57 B ONABEHINDAPPROEDFLANGEBEHINDFLANGEAPPROVEDSCALEDATENTS09/03/14 10 OF 12 j1E` JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL L ROBERTO LOMAS P.E WOOD FRAMING OR 2X BUCK INSTALLA TION METAL STRUCTURE INSTALLATION 1432 WOODFORD RD LEWISVILLE, NC 27023 Luis R. Lomas P.E. FL No.: 62514434-6EE-0609 A/omas@Irlomaspe Dom CONCRETE/MASONRY BY OTHERS OPTIONAL I BUCK — SEE NOTES 3 - 7 SHEET 1 BACKER ROD & APPROVED SEALANT BEHIND FLANGE EXTERIOR BACKER ROD & APPROVED SEALANT BEHIND FLANGE OPTIONAL 1 X BUCK SEE NOTE 3 - 7 SHEET 1 CONCRETE/MASONRY --\ BY OTHERS 2 1/2" MIN. EDGE DISTANCE a 4 REVISIONS ` DESCRIPTION DATE APPROVED REVISED INSTALLATION DETAILS 06/01/15 R L REVISED NAME AND ADDRESS 10/27/16 RL. 1 1/4" MIN. e 1 1/4" MIN. EMBEDMENT EMBEDMENT v y CONCRETE/MASONRY 1/4" MAX SHIM SPACE BY OTHERS 1/4" MAX. SHIM SPACE OPTIONAL 1X BUCK RIGID FILLER SEE NOTES 3 — 7 SHEET 1 RIGID FILLER 3/16" TAPCON e . INTERIOR 3/16" TAPCON INTERIOR 3/16" TAPCON RIGID FILLER 1/4" MAX. 2 1/2" SHIM SPACE MIN. EDGE DISTANCE a EXTERIOR J BACKER ROD & 1 1/4" MIN. APPROVED SEALANT a a. a• BEHIND FLANGE EMBEDMENT JAMB INSTALLATION DETAIL CONCRETEIMASONRY INSTALLATION d . • a ' 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION SIGNED: 1111512016 MI WINDOWS NDDDOORS, LLC R II L/ DM% NOTES1 INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 50 W. . MARKET ST. 5 G N SF'9S NOTSHOWNFORCLARITY2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE SERIES 185 ALUMINUM FIXED WINDOW 0y 251* DESIGNEDINACCORDANCEWITHASTME211273" X 72" NON —IMPACT FLANGE INSTALLATION DETAILS WITH RIGID FILLERS 0 , TAT OF DRAWN DWG NO REV ORIQT.• xsS/ J.L. 08-02357 B SCALE NT$ I DATE 09/03/14 1 SHEET 11 OF 12 11111110 L ROBERTO LOMAS PE Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE, NC27023 4316EE- 0609 dbmas@domaspe mm FL No.: 62514 REVISIONS REV A DESCRIPTION REVISED INSTALLATION DETAILS DATE 06/01/15 APPROVED R.L. APPROVED 8 REVISED NAME AND ADDRESS 10/27/16 RL SEALANT BEHIND FIN 1 1/4" MIN. EMBEDMENT jJ6 WOOD WOOD SCREW FRAMING BY OTHERS 1 /4" MAX. rL SHIM SPACE WOO'I 1/4" MAX 3/8" MIN BY OTHERS SHIM SPACE EDGE DISTANCE U—%—r I ff 6 WOOD SCREW 11, INTERIOR EXTERIOR 1/4" MAX SHIM SPACE 3/8" MIN EDGE DISTANCE 6 WOOD WOOD SCREW FRAMING APPROVED 1 1/4" MIN. BY OTHERS SEALANT EMBEDMENT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN EMBEDMENT I APPROVED SEALANT BEHIND FIN EXTERIOR 3/8" MIN EDGE DISTANCE + JAMB INSTALLATION DETAIL 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 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. 08-02357 SCALE NITS IDATE 09/03/14 1SHEET 12 OF 12 L ROBERTO LOMAS P E 1432 WOODFORD RD LEWISVILLE, NC 27023 434-68E-0609 rlbmas@Irbmaspecom SIGNED: 1111512016 a 1R I 1 LIo 7i TAT OFI B si oNAi;;. Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online Page 1 of 3 I rir 1t+., BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts ; Publications FBC Staff BCIS Site Map Links Search Product Approvalbaorl< a°L USER. Public User l•-.v L+IS M Sryx:.n Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail FL # FL15353-R2 Application Type Revision Code Version 2014 Application Status Approved r Comments Archived I 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 i Mullions Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I 77, 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 C Validation Checklist - Hardcopy Received I 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 I http://www.floridabuilding:org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH85 72gvdWI S... 9/7/2017 Florida Building Code Online Page 2 of 3 Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products 06/15/2015 06/15/2015 06/21/2015 08/19/2015 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.Ddf 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 I1 08-01439A.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 512063A.Ddf 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.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 512073A.Ddf 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.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 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 II 08-01442A.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 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 II 08-01451A 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 512075A.Ddf 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.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 512076A.Ddf span - 104-1/4". Created by Independent Third Party: Yes 15353.8 CM-18531 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01443A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 http ://www. fl oridabuil ding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH 8 5 72gvd WI S... 9/7/2017 Florida Building Code Online Page 3 of 3 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 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 II 08-01453A.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 512077A.odf 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 II 08-01444A.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 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.pd 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 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 mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850 487 1395. `Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F S. must provide the Department with an email address If they have one The emails provided may be used for official communication with the licensee However email addresses are public record If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F S., please click here . Product Approval Accepts: Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH85 72gvdWI 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=16 WAS USED FOR WOOD ANCHOR CALCULATIONS 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULLION WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL 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 RE`ASIONS REV DESCRIPTION DAII I APPROVED A I 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 DWG NO V. L. I 08 —01439 SCALE NITS JDAE 01/11/12 sm"T1 OF 3 SIGNED: 0611112015 IL/0 v, aTVOjT; iu REv i'8` 'cCORIDr• `'\` s• . A S OiiNALIE 107 3/8" COMBINED WIDTH W1 -I W2 - 3" 8 1 FRAME HEIGHT WINDOW WINDOW MULLION SPAN) J J 107 3/8" COMBINED -WIDTH W1 W2 - 83" FRAME HEIGHT WINDOW WINDOW MULLION SPAN) J J 107 3/8" COMBINED WIDTH 1FW_ W2 83" J J WINDOW J FRAME HEIGHT WINDO WINDO MULLION J SPAN) W1 II- W2 107 3/8" COMBINED WIDTH Design Pressure ratina (Dsf i Mullion I span (in) Tributary width (in) 18.13 25.50 36.00 42.00 48.00 52 13 25.00 1300 1300 1300 1300 1300 1300 37.38 1300 1300 1272 1270 127.0 1270 49.63 120 7 943 779 738 72 1 72.0 62.00 71.0 522 397 359 334 32.3 65.63 596 437 330 296 27 4 263 7200 449 327 244 218 199 190 84.00 28 1 20 3 1 150 132 1 119 11 11 3 LARGEAND 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 W2 - FRAME WINDOW WINDOW HEIGHT MULLION SPAN) J 107 3/8" COMBINED WIDTHF_ I[- W2 83" W1 J J WINDOW J FRAME HEIGHT WINDOW WINDOW MULLION J SPA Ih W1L7! W2/- 107 3/8" COMBINED WIDTH FF HE ML Sf REVISIONS REV I DESCRIPTION I DATE I APPROVED A I REVISED INSTALLATION DETAILS 1 06/10/15 1 R L COMBINED WIDTH Af IGHT LLION W1 f WINDOW WINDOW J WINDOW W 1 -{ F- W2 107 3/8" APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 M"AS SHOWN HEREIN. Design pressure rating (pst) with rebar - ODtion Mullion span (in) Tributary width (in) 18.13 25.50 36.00 142.00 148.00 52.13 25.00 130 0 1300 130 0 1300 1300 1300 37.38 130.0 1300 127.2 127.0 127.0 1270 49.63 1207 943 779 738 721 72.0 62.00 924 700 533 481 448 43.4 65.63 80.0 58.6 44.2 397 367 353 72.00 603 43.9 328 292 26.7 255 84.00 377 273 201 177 16.0 15.1 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE VED WIDTH MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN APPROVED CONFIGURATIONS AND RATING CHARTS DRAWN DWC NO 1 REV V.L. 08-01439 A SCALE NTS DATE 01/11/12 SNE"2 OF 3 SIGNED: 0611112015 R I I L OM/: 5TAT 5EOF ; ry 0'cC` c 0RM"••`.: SS/ONA 11E\ 2 1/2" MIN EDGE DISTANCE MASONRY/CONCRETE BY OTHERS I 1 1/4" MIN. EMBEDMENT I II I II I III r--- I 1 /4" TAPCON SECT5796 CLIP Lv- - — OPTIONAL REBAR U f SECT 5764 MULLION TTEE MT000022 CLIP 10 WOOD SCREW I I I I 1 3/8" MIN EMBEDMENT WOOD FRAMING/ 1/2" MIN. IIF- 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 1 0.843" 3 261" 1 375" 3 250" 4 000 MT000022 CLIP 16GA ( 063) GALVANIZED STEEL 2. 140" —I LI 1 ZJ1. 25" SECT5764 MULLION ALUMINUM 6005-T5 125" THICK I f 0.688" T 1. 531 " RF- 185 2 REBAR 16 GA (062) GALVANIZED STEEL REVISIONS DESCRIPTION DAM APPROVED REVISED INSTALLATION DETAILS 06/10/15 R L 3 750' 1 000 0 375" 0 422" 2 032" 2 875" 0 841 3" ED1 1 4 2X 00 210" SECT5796 CLIP FOR CONCRETE INSTALLATION ALUMINUM 6063-T5.125" THICK 3. 750" 2. 189" 1. O 0" 0 375" 0. 8'F43 2X 00 210" I 1 562" 1. 562" SECT5796 CLIP FOR WOOD FRAMING INSTALLATION ALUMINUM 6063-T5.125' THICK SIGNED: 0611112015 Msso WINDOWSWDOORSR 11LET 0// ESTKND STREET GRATZ, PA J\5 17030-0370 GENS 5764 - VERTICAL MULLION 83" MULLION SPANINSTALLATION 4.TVATDETAILSANDCOMPONENTS00DRAWN DRAWN DWC NO REV cC •" ORI iFSs; • aG\`\ V.L. 08-01439 A SCALE NTS IDATE 01/11/12 ISHEE3 OF 3 Florida Building Code Online Page 1 of 3 4 t fie' " _ _ A i' h rT ' r. Y.t Z • I YIiIYYYI`1aY 1 BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts i Publications FBC Stag BCIS Site Map Links search j lartla y I'i ::; Product Approval Ij; 1 a03 USER: Public User Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail aw FL # FL13223-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived I 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 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. A, Validation Checklist - Hardcopy Received Certificate of Independence FL13223 R3 C01 RIO - Certificate of Independence.PDF Referenced Standard and Year (of Standard) Standard Year ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13223 R3 Eowv ASTM C1186 Equivalency Sioned.Ddf http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FC... 9/7/2017 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised crrrr,rr,— r,f ar_A..r-r. Method 1 Option D 08/17/2015 08/26/2015 09/07/2015 10/16/2015 08/09/2017 FL # Model, Number or Name Description 13223.1 Cempanel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 R3 II ER RIO-2556-15 Panel metal -wood odf FL13223 R3 II ER RIO-2578-15 Panel to FUrrinO.DdfApprovedforuseoutsideHVHZ: Yes FL13223 R3 II Install Cemoanel Sidino.DdfImpactResistant: Yes Design Pressure: N/A FL13223 R3 II NOA 15-0122.04.Ddf Other: For use inside a HVHZ install in accordance with Verified By: Intertek Testing Services NA Ltd. NOA 15-0122.04 Created by Independent Third Party: No Evaluation Reports FL13223 R3 AE ER 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.odf Created by Independent Third Party: Yes 13223.2 HardiePanel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 R3 II ER RIO-2556-15 Panel metal-wood.Ddf FL223 R3 II ER RIO 2578 1 Panel to FU rrInO.DdfApprovedforuseoutsideHVHZ: Yes FL13223 R3 II Install HardiePanel Sidino.odfImpactResistant: Yes Design Pressure: N/A FL13223 R3 II NOA 15-0122.04.Ddf Other: For use inside a HVHZ install in accordance with Verified By: Intertek Testing Services NA Ltd. NOA I5-0122.04. Created by Independent Third Party: No Evaluation Reports FL13223 R3 AE ER RIO-2556-15 Panel metal -wood Ddf FL13223 R3 AE ER RIO-2578-15 Panel to Furrino.Zdf FL13223 R3 AE NOA 15-0122.04.Ddf 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 FL13223 R3 II ER RIO-2578-15 Panel to F rring.pdfApprovedforuseoutsideHVHZ: Yes FL13223 R3 II Install Prevail Panel Sidinct.DdfImpactResistant: N/A Design Pressure: N/A FL13223 R3 II NOA 15-0122 04.pdf Other: For use inside a HVHZ install in accordance with Verified By: Intertek Testing Services NA Ltd. NOA 15-0122.04. Created by Independent Third Party: No Evaluation Reports FL13223 R3 AE ER RIO-2556-15 Panel metal-wood.Ddf FL13223 R3 AE ER RIO-2578-15 Panel to Furrina,odf FL13223 R3 AE NOA 15-0122.04.pdf 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 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 mad If you have any questions, please contact 850 487.1395. `Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for 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 = MN c_Incl M http://www.floridabuilding.oriz/pr/pr app dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FC... 9/7/2017 Florida Building Code Online Page 3 of 3 u 0 Cred:: Card Safe, A - http://www.floridabuildiTig-or¢/nr/nr ann 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. otliluuI rtrrii ii PREPARED BY: ~\\``Q,,G OG A,,,,'' 2412 ' RONALD I. OGAWA &ASSOCIATES, INC. , 16835 ALGONQUIN STREET #443 r HUNTINGTON BEACH, CA 92649;: STATE OP 714-292-2602%,CAST Lo Rto,. G`\•` 714-847-4595 FAX FRtFI lrtiE:``' JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@I a mesha rdle, com EVALUATION SUBJECT HardiePanel@ Siding James Hardie Product Trade Names covered In this evaluation: HardiePanel(& Siding, Cempanel® Siding, Prevail^^ Panel Siding EVALUATION SCOPE: ASCE 7-10 2014 Ronda Building Code 2012 International Building Code® RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 EVALUATION PURPOSE: This analysis is to determine the maximum design 3-second gust wind speed to be resorted by an assembly of HardiePanel (Cempanel, Prevail Panel) siding fastened to wood or metal framing with nails or screws. REFERENCE REPORTS: 1, Intertek Report 3057913 (ASTM C1186) Material properties HardiePanel Siding 2. Ramtech Laboratories Report IC-1270-94 (ASTM E330) Transverse Load Test, 5/16' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 inches on center with a Bd common galvanized nail 3. Ramtech Laboratories Report IC-1271-94 (ASTM E330) Transverse Load Test, 5116" Thick by 48 Inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 24 inches on-ceriter with a 6d common galvanized nail 4, Ramtech Laboratories, Inc. Report 10868-9711475 (ASTM E330) Transverse Load Test, 5116" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Group III SG=0.36 wood studs spaced at 16 inches on center with a 4d, 0.D91 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, 114" 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 11149-98/1554d (ASTM E330) Transverse Load Test,1/4" Thick by 48 inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 16 and 24 inches on center with a ET&F 0.100 in. knurled shank X 1.5 in. long X 0 25 in. head diameter pin fastener 8. Ramtech Laboratories Report IC-1273-94 (ASTM E72) Racking Shear Test, 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 9. Ramtech Laboratories Report IC-1274-94 (ASTM E72) Racking Shear Test, 5/16" Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 24 inches on center wrath a 6d common galvanized nail 10. Ramtech Laboratories, Inc. Report 10868-97/1475 (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 15 inch long ring shank nag , 11. Ramtech Laboratories Report IC-1057-89 (ASTM E72) Racking Shear Test, 5/16' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 and 24 inches on center with a No 8 X 1 in. long X 0 323 in head diameter ribbed bugle head screw 12. Ramtech Laboratories Report 11284-99/1580 (ASTM E72) Racking Shear Test, 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 ET8F 0 100 in. knurled shank X 1.5 in. tong X 0.25 in, head diameter pin fastener 111111t I t Ill illlf///// i'/ 2412 ~ . 9=, STATE(bF :Q t : JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jarreshard ie,com TEST RESULTS: Table 1a, Results of Transverse Load Testing RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 Fastener Spacing in) Allowable Frame Ultimate Design Thickness Width Spacing Perimeter Field Load Load' Report Number Test Agency in.) m.) Frame Type m.) Supports Supports Fastener T PSF) PSF IC-1270-94 Ramtech 03125 48 2X4 wood Hem -Fir 16 6 6 6d common 149 49.7 IC-1270-94 Ramtech 03125 48 2X4 wood Hem -Fir 16 4 4 6d common 236 78.7 IC-1271-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 6 6 6d common 94 31 3 IC-1271-94 Ramtech 03125 48 2X4 wood Hem -Fir 24 4 1 4 6d common 143 47 7 iD868 97/1475 Ramtech 0.3125 48 2X4 wood, SG a 0.36 16 4 8 4d, 0.091 in shank X 0.225 in 90 30.0 HD X 1.5 in. loll 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 1 375 in metal stud 16 6 6 head diameter ribbed bugle 169.9 56.6 head screw Min. No 20 gauge X 3.625 in. X Min. No 8 X 1 in. long X 0.323 in IC-1055-89 Ramtech 0.25 48 1.375 in metal stud 24 6 6 head diameter ribbed bugle 91.9 30 6 head screw Min- No. 20 gauge X 3.625 in. X ET&F 0.100 in. knurled shank X 11149 98l1554d Ramtech 0.3125 48 1.375 in metal stud 24 4 8 1 5 in. long X 0.25 in. head 170 56.7 diameter pin fastener Min No. 20 gauge X 3.625 in. X ET&F 0 100 In. knurled shank X 11149 98l1554d Ramtech 0.3125 48 1 375 to metal stud 16 4 8 1.5 in long X 0.25 in. head 101 33.7 diameter pin fastener 1. Allowable Load is the Ultimate Load dMded by a ractor of safety of 3. 2. HardiePanel Sidulg complies with ASTM C1186, Standard Specificabon for Grade tl, Type A Non-asbeslos Fiber -Cement Flat Sheets. Table tb, Shear Values Allowable Loads in Pounds Per Lineal Foot for Panel Shear Walls'•= Fastener Spacing in.) Frame Ultimate Allowable Thickness Width Spacing Perimeter Field Load' Load' Report Number Test Agency m.) in.) Frame Type in ) Supports Supports Fastener T p plf) IC-1273-94 Ramtech 03125 48 2X4 wood Hem -Fir 16 6 6 6d common 603.8 201.3 IG-1273-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 16 4 4 6d common 698.8 2329 IC-1274-94 Ramtech 03125 48 2X4 wood Hem -Fir 24 6 6 6d common 460.0 153.3 IG1274-94 Ramtech 03125 48 2X4 wood Hem -Fir 24 4 4 6d common 637.5 212.5 10868-97/1475 Ramtech 03125 48 2X4 wood, SG 2 0.36 16 q 8 4tl, 0 091 m. shank X 0 225 in 595.4 198.5 HD X 1.5 in b rill shank nail Min. No 8 X 1 in long X 0.323 inMin20No20gaugeX3.625 in. XIC-1057-89 Ramtech 0.25 48 1 in metal stud 16 & 24 6 6 head diameter ribbed bugle 9900 123.8 head screw ET&F 0.100 in. knurled shank X 11284-99/1580 Ramtech 0.3125 48 Min. No. 20 20 gauge X3.625 in. X 16 4 8 1.5 in long X 0.25 in head 1227.0 153.4 in metal stud diameter pin fastener ET&F 0. 100 in, knurled shank X Min. No. 20 gauge X 3 625 in. X 11284-9911580 Ramtech 0.3125 48 24 4 8 1.5 in. long X 0.25 in. head 1060.0 132.5 1 375 in metal stud 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 load is based on the average load at 118 Inch net deflection. RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com DESIGN WIND LOAD PROCEDURES: Fiber -cement siding transverse load capacity (wind bad 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 Joad. , 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 26.5.1C. 1 For this analysis, to calculate the pressures in Tables 3. 4, and 5, the load combination will be in accordance with ASCE 7-10 Section 2A combining nominal loads using allowable stress design, bad combination 7. Load combination 7 uses a bad factor of 0 6 applied to the wind velocity pressure. Equation 1, q,= 0.00256'K,* K, Kd*V' (ref. ASCE 7-10 equation 30.3-1) q, , velocity pressure at height z K, , velocity pressure exposure coefficient evaluated at height z Ka , topographic factor Ka , wind directionality factor V , basic wind speed (3-second gust MPH) as determined from [2012 IBC, 2014 FBC] Figures 1609A, B, or C; ASCE 7-10 Figures 26.5-1A, B, or C Equation 2, V=V„„ fro(. 2012 IBC & 2014 FBC Section 16021 definitions) V,* , 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,-GCP) {ref. ASCE 7-10 equation 30 6-1) GC,, , product of external pressure coefficient and gust -effect factor GC. , product of internal pressure coefficient and gust -effect factor p , design pressure (PSF) for siding (allowable desgn load for siding) To determine design pressure, substitute q, into Equation 3, Equation 4, p=0.00256'K,•Kn*VV,e'-(GCo GCS,) Allowable Stress Design, ASCE 7-10 Section 2.4.1, load combination 7 Equation 5, 0.6D + 0.6W (rot. ASCE7-10 section 2 4 1, load combination 71 D , dead load 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, 1 p— = 0.6'[p] Equation 7, p, = 0.6'[0.00256'K; Kri K,'V''(GCp GC,)] i Equation 7 is used to populate Table 3, 4, and 5. To determine the allowable ultimate basic wind speed for Hardie Siding in Table 6, solve Equation 7 for V., Equation 8, V,= (pd0.6'0.00256'K.- ICn'I(o'(GCp GCq))C5 Applicable to methods specified in Exceptions 1 through 3 of (2012 IBC, 2014 FBC) Section 1609.1.1 , to determine the allowable nominal design wind speed (Vasd) for Hardie Siding in Table 6, apply the conversion formula below, Equation 9, V„d = V.' (0.6)D5 (ref. 2012ISC & 2014 FBC Section 1609.3 1) V., . Nominal design wind speed (3-second gust mph) (rot 2012 IBC & 2014 FBC Section 1602.1) I Table 2, Coefficients and Constants used in Determining V and p, K, Wall Zone 5 Height (it) Exp B Exp C Exp D K„ Ka GC GC 0-15 0.7 085 1.03 h560 1 0.85 14 018 20 0.7 0.9 1.08 1 0.85 1 4 0,18 25 07 0.94 1 12 1 0.85 1.4 0.18 30 0.7 0A8 1 16 1 085 1 4 018 35 0.73 1,01 1.19 1 085 1 4 0.18 40 076 1 04 122 1 0.85 1 4 0.18 45 0.785 1.065 1 1.245 1 0.85 1.4 0.18 50 0.81 1.09 127 1 0.85 14 018 55 0.83 1.11 1.29 1 D.BS 14 0.18 60 085 1 13 1 31 1 0 85 1.4 0,18 100 099 1.26 1 A3 h>60 1 O.B5 1.8 0.18 RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92549 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-second gust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft) B B B B B B B B B B B B B B 0-15 14.4 15.9 17.5 19 1 20.8 24.4 28.3 32.5 37 0 41.7 06.8 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 24A 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 1 -17.3 190 20.7 22.6 26.5 1 -30 7 35.3 1 -40.1 45.3 50.8 56.6 62.7 69.1 45 16.2 17.9 19.6 21 4 23.3 27A 31.7 36 4 415 46.8 52.5 58.5 64.8 71.4 50 16.7 18 4 20.2 22.1 24.1 282 32.7 37.6 42.8 48.3 54 1 60.3 66.8 73.7 55 7.1 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 P25 1 - 100 6 28.2 31.0 33 8 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 (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category C, Wind Speed 3-secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft) C C C C C C C C C C C C C C 0-15 17.5 19.3 21.2 23.2 25.2 29.6 34 4 39 5 44.9 50.7 56.8 63.3 70.1 77.3 20 18.6 20.5 22.5 24 6 26.7 31.4 36 4 41-8 47.5 53.7 60.2 67.0 74.3 81.9 25 19.4 21.4 23 5 25.6 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 85.5 30 20.2 22.3 24 5 26 7 29 1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 89.2 35 20.8 23 0 25.2 27.6 30.0 35 2 40.8 46 9 53.3 60.2 67 5 75 2 83.3 91.9 40 21.5 23.7 2&0 28,4 30.9 36.3 42 0 48 3 54.9 62.0 69.5 77.4 85.8 94 6 45 22.0 24.2 26.6 29.1 31.6 37.1 43 1 49.4 56.2 63.5 71.2 79.3 87.9 96 9 50 22.5 24.8 27.2 29.7 32.4 38 0 44.1 50 6 57.6 65 0 72.9 81.2 89.9 99.2 55 22.9 252 27.7 30 3 33.0 38.7 44 9 51.5 58.6 66.2 74.2 82.7 91.6 101.0 60 25. 39.4 4 4 5 4 5 1 2 1 100 32.6 35.9 39.4 43 1 45.9 55.0 63 8 73 3 83.4 94.1 105 5 117 6 130.3 143.6 Table 5, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category D, Wind Speed 3-secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Height (ft) D D D D D D D D D D D D D D 0-15 21.2 23.4 25.7 28 1 30.6 35.9 41.6 47.8 54 4 61.4 68.8 76.7 85.0 93.7 20 22.3 ' 24.6 27 0 29 5 32.1 37.7 437 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 48.1 55.2 62.8 70.9 79.5 88 6 98.2 108 3 40 25 2 27 7 30.5 33 3 36.2 42 5 49.3 56 6 64.4 72 7 81.5 90,9 100.7 111.0 45 25 7 28 3 31.1 34 0 37.0 43 4 50.3 57 8 65.7 74.2 83.2 92.7 102 7 113.3 50 26.2 28.9 31.7 34 6 37.7 44.3 51,3 58.9 67.1 75.7 84.9 94.6 104.8 115.5 55 26.6 29.3 32 2 35 2 38.3 45.0 52 2 59.9 68.1 76.9 86.2 96.1 106 4 117.4 1 ,1 1 100 37.0 40.8 44 7 48,9 53.2 62.5 72.5 83.2 94 6 106.8 119.8 133 4 147 9 163.0 Tables 3, 4, and 5 are based on ASCE 7-10 and consistent with the 2012 IBC, 2012 IRC and the 2014 Florida Building Code STATE F 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 f 1 Table 6, Allowable Wind Speed (mph) for HardiePanel Siding (Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3)" `` 1 ` OGtAI,' P CA •. 201218C, 2014 FBC 201218C, 2014 FBC 2412- -_ 7C STHTE F v`-.• C p \ TARED G 1/1111111 [ ]Ull Coefficients used In Table i calculations for Ywi Allowable, Ultimate Design Wind, Speed, V u11 3-second gust mph) Allowable, Nominal Design Wind. Speed, V. W 3-second gust mph) gu AppLrable to methods specified in [2012 18C, 2014 FBC] Section 1609.11. as determined b 2012 IBC, 2014 FBC] Figures 16D9A, B. or C Applicable to methods s 0 3oedinE[2012 BCtions ' 2014 FBC] Section 1609.11. Wind exposure category Wind exposure category Siding K Product Product Thickness inches) Width inches) Fastener Type Fastener Spacing Frame Type Stud Spacing Inches) Building Height3'' feet) B C D B C D Allowable Design Load PSF) Exp B Exp C Exp D Kn Ka GC,, GC, HardiePanel@ 5/16 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 0851 1 4 1 0 18 20 186 164 149 144 127 116 49.7 07 0.9 108 1 0.85 14 1018 25 186 160 147 144 124 114 49.7 07 0.94 1.12 1 0.85 14 018 30 186 157 144 144 121 112 49.7 0.7 0.98 1.16 1 085 14 0.18 35 182 154 142 141 120 110 49.7 073 101 1.19 1 085 1.4 0.18 40 178 152 141 138 11a 109 49.7 0.76 1.04 1.22 1 0.85 14 018 45 175 150 139 136 117 108 49.7 0,785 1.065 1.245 1 085 14 018 50 172 149 138 134 115 107 49 7 0.81 1.09 1.27 1 085 14 018 55 170 147 137 132 114 106 49.7 0.83 1.11 1.29 1 085 1.4 0le 60 168 146 136 130 113 105 42.7 0.85 1.13 1.31 1 1085 14 0.18 100 139 124 116 108 96 90 49.7 0.99 126 1 43 h>60 1 1085 1.8 0.18 HardiePanel® 5116 48 8d common 4 2X4 wood Hem -Fr 16 0-15 233 1 212 192 181 164 149 78 7 0 7 0.85 103 h560 1 0.85 1.4 018 20 233 206 188 181 159 146 787 0.7 0.9 1.08 1 0.85 14 016 25 233 201 185 181 156 143 78 7 0 7 0.94 1.12 1 085 1 4 018 30 233 197 181 1 181 153 140 1 .78.7 0-7 0 98 1.16 1 0 85 14 0,18 35 229 194 179 177 151 139 1 .787 0 73 1.01 1.19 1 085 IA 0.18 40 224 192 177 174 148 137 78 7 0.76 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 0.85 14 016 50 4 187 173 3 145 134 78 7 0 81 1 09 12 1 0 85 14 018 55 214 185 172 166 144 133 76.7 n 83 1 11 1.29 0.85 14 Ole 60 212 184 171 164 142 132 78.7 0 85 1 13 1.31 L 1 0 85 14 018. 100 175 155 146 136 120 113 78.7 0.99 1.26 1.43 h>60 1 0.85 18 0.18 HardiePanel@ 5/16 48 6d common 6 2X4 wood Hem -Fir 24 0-15 147 134 121 114 103 94 31 3 07 0 85 1 03 h560 1 C 85 14 0.18 20 6-7 130 119 32659 101 92 31.3 07 0.9 1.08 1 0.85 14 0,18 25 7 127 116 5 98 90 31.3 0.7 094 1.12 1 0.85 1.4 018 30 147 124 114 114 96 89 31.3 07 1 0 98 1.16 1 0 85 14 018 35 144 123 113 112 95 87 31.3 073 1.01 1.19 1 0 85 14 o.1e 40 141 121 112 109 94 86 31.3 076 104 1.22 1 0.85 1.4 018 45 139 119 110 108 92 86 31.3 0 785 1.065 1.445 1 0.95 1A 018 50 137 118 109 106 91 85 31.3 0.81 t 09 1.27 t 0.85 1.4 0.18 55 135 117 108 105 91 84 31.3 0.83 1.11 129 1 085 1.4 0.18 60 134 116 105 103 90 83 31.3 085 113 1.31 1 1 1085 1.4 1018 100 ill 98 92 86 76 71 31.3 0.99 1.26 1A3 h>60 1 0.85 1.81 0.18 HardiePanel@ 5/16 48 6d common 4 2X4 wood Hem -Fir 24 0-15 182 165 150 141 128 116 47.7 0 7 1 085 1.03 h560 1 0.85 1.4 018 20 182 160 146 141 124 113 47.7 0 7 0.9 1 08 1 085 1 4 0,18 25 182 157 144 141 121 ill 47.7 07 094 1.12 1 0.85 14 0.18 30 182 154 141 141 119 109 47.7 0.7 0.98 1.16 1 085 14 0.18 35 178 151 139 138 117 108 47.7 073 1 01 1.19 1 085 14 0.18 40 174 1 149 1 138 135 116 107 47.7 0.76 1.04 1.22 1 0.95 14 018 45 172 147 136 133 114 106 477 0 785 1.065 1.245 1 0.85 14 018 50 169 146 135 131 113 105 47.7 0 81 1.09 1.27 t 0.85 1.4 018 55 167 144 134 129 112 104 477 083 1.11 1.29 1 0 85 14 018 60 165 143 133 128 ill 103 47.7 0.85 1.13 1.31 1 0.85 14 0le 100 137 121 114 106 94 88 47-7 0 99 1 25 1.43 h>60 1 085 1 6 0.18 HardiePanel@ 5/16 48 4d, 0.091 in. shank X 0 shank in in. long HD 1 in shank nail 4 edge 8 field 2X4 wood SG20.36 16 0-15 144 131 119 112 101 92 300 0 7 085 1.03 h560 1 085 14 018 20 144 127 116 112 98 90 30 0 0 7 0.9 108 1 1 0.85 14 1 0181 25 144 124 1 114 112 96 88 30 0 0 7 094 1.12 1 085 14 10181 30 144 122 112 112 94 87 30.0 0 7 0.98 1.16 1 0.85 1 4 016 35 141 120 ill 109 93 86 30.0 073 101 1.19 1 085 14 018 40 138 118 109 107 92 85 300 076 1.04 122 1 0.85 14 018 45 136 117 108 105 91 84 3D 0 0 785 1 065 1.245 1 0.85 14 018 50 134 116 107 104 89 83 30.0 0 81 1.09 1.27 t 085 1.4 0.18 55 132 114 106 103 89 82 30.0 0 83 1 11 1.29 1 0.85 14 018 601 131 113 105 101 88 82 30.0 0 85 113 1.31 1 085 14 018 100 1 108 1 96 1 90 84 74 70 30.0 0.99 1.26 1 1.43 lh>60 1 085, 1.8 0181 RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1.888.542-7343 info@]ameshardie.com Q rol1FIC,4T:9 20121BC, 2014 FBC 201218C, 2014 FBC E / fAllowable, Ultimate Allowable, Nominal Design Wind, Speed, Vex Design Wind. Speed, V..d J . ST I Et F Q` 3-second gust mph) 3-second gust mph) i 7 L J F Applicable to methods spedfled in [2012 IBC, Applicable to methods i,'/S+T • RIQp%'G\\\\\ Gy, 7i7 RR2014FBC] Section 1609 1 1. determined specified 3nof Exc[20eptionsIBC, f \\ r7 7J1 RE6111L1,\11``\ as b 2014 FBC] SectxIB 12012 IBC, 2014 FBC] Figures 1609A, B, or C 1609.1.1 Coefficients used in Table 6 calculations for V,,,, Wind exposure category Wind exposure category Siding K, Product Stud Building Allowable Product Thickness Width Fastener Fastener Frame Spacing HeighP'' B C D B C D Design inches) inches) Type Spacing Type finches) feet) LoaLoad PSF) Exp B Exp C Exp D KY Ka GC. GCS 0-15 198 1t30 163 153 139 126 56.6 07 0.85 1.03 h560 1 0 85 1.4 10 18 20 198 175 159 153 135 123 56 6 07 0.9 1 08 1 0 85 1 a 10 18Min. No 8 X 25 198 171 157 1 153 132 121 56.6 07 1 0.94 1.12 1 0.85 1.4 A 18 1 in. long X Min. No. 30 198 167 154 153 130 119 56.6 0.7 0.98 1.16 1 0.85 1 4 10 180.323 in 20 gauge 35 194 165 152 150 128 118 56.6 073 1.01 1.19 t 0.85 1 4 0.18X3.625 40 190 162 150 147 126 116 56.6 0.76 1.04 1.22 1 085 14 018HardiePaneIV1/4 48 diameter 6 in X 16 45 187 161 148 145 124 115 56.6 0 785 1265 1" 1 0,85 14 0.18ribbed1.375 in 50 184 159 147 143 123 114 56.6 081 t.09 1.27 1 0.85 1.a 10 18bugleheadmetal 55 182 157 146 141 122 113 56.6 0.83 1.1 t 129 1 0.85 1.4 0.18 screw' stud 60 180 156 145 139 121 112 56.6 0.85 1 t3 1.37 1 0.85 14 1018 100 149 132 124 115 102 96 56.6 0.99 126 1.43 h>60 1 0851 1.8 018 0-15 146 132 120 113 102 93 30.6 07 085 1 03 h560 1 0851 1.4 018 Min. No 8 X 20 146 128 117 113 99 91 30.6 0.7 09 1.08 1 0851 1.4 018 25 146 126 115 113 97 89 30.6 07 0.94 1.12 1 0.85 1.4 0181in. long X Min. No. 30 146 123 113 113 95 88 30.6 0.7 098 1.16 1 0.85 1,4 0 180.323 in 20 gauge 35 143 121 112 110 94 86 30.6 073 101 1.19 1 0,85 14 018headX3.625 40 140 119 110 108 93 85 30.6 0.76 1.04 122 1 0.85 1.4 018HardiePaneM1/4 48 diameter 6 in. X 24 45 137 118 109 1 106 91 85 30 6 0785, 1.065 1.245 1 085 1 a 018, ribbed 1.375 in 50 135 117 108 105 90 84 30 6 0.81L 1.09 1.27 1 085 1.4 0.18buglehead metal 55 134 116 107 104 90 83 30.6 0.83 1.11 1.29 1 0.85 1A 0.18screwt stud 60 132 115 106 102 89 82 30.6 085 113 1.31 1 0.85 1.4 0.18 100 109 97 91 85 75 70 30.6 099 126 1.43 h>60 1 0.85 1.8 018 ET&F 0-15 198 180 163 153 139 127 56 7 07 085 1 03 h560 1 085 1.4 018 20 198 175 160 153 135 124 56.7 0.7 09 1.08 1 0.85 1.4 0.180.100 in. 25 198 171 157 153 1 132 121 56.7 0.70.94 1.12 1 0.85 1.4 018knurledMinNo. 30 198 167 154 1 153 130 119 56.7 07 098 1.16 1 085, 1 a 0.18shankX20gauge 35 194 165 152 150 12B 118 ss 7 1.01 1.19 1 0.85 1.4 O.1e1.5 in long 4 edge X 3 625 40 190 163 150 147 126 116 56 7 t.04 122 1 o.85 1 4 O t8HardiePanel® 5/16 48 X in. B field in. X 16 45 187 161 149 145 124 115 56 7 1.065 1.245 1 0.85 14 018headhead1375in 50 184 159 147 143 123 114 56.7 E07 1.09 1.27 1 085 14 018diametermetal 55 182 157 146 141 122 113 56 7 1 11 129 1 0851 141 018pin stud 60 180 156 145 139 121 112 56.7 1,13 1.31 1 0851 141 018fastener" 100 149 132 124 115 102 96 56 7 1 26 1.43 h>80 1 0.85 1 6 018 ET&F 0-15 153 139 126 118 107 98 33 7 085 103 h560 1 0.85 14 1 016 20 153 135 123 118 104 95 33 7 0.7 0.9 1.08 1 0.85 141 0.180.10D in. 25 153 132 121 118 102 94 33.7 0.7 1 094 1 1.12 1 085 14 1 018knurledMinNo, 30 153 129 119 118 too 92 33.7 0.7 0.98 1.16 1 0 85 14 018shankX20gauge 35 150 127 117 116 99 91 33 7 073 1.01 1.19 1 0.85 14 0181.5 in long 4 edge X 3.625 40 147 125 116 114 97 90 33.7 076 1 04 122 1 0.85 14 018HardiePanel 5/16 48 X 0.25 in. 8 field in X 24 45 144 124 115 112 96 89 33 7 0 785 1.D65 1.245 1 0.85 1 4 0 78head1.375 in 1 50 142 1 122 113 110 95 8B 33 7 081 1.09 1.27 1 085 14 018diametermetal 55 140 121 113 109 94 87 33.7 083 1.t1 t29 1 OBS ta 0.18stud pin fastener' 60 139 120 112 1D7 93 87 33.7 0.85 113 1.31 1 0.85 14 016 100 115 102 95 89 79 74 337 0.99 126 1.43 h>60 1 0.85 1'8 018 1. Screws shall penetrate me metal framing at least inree lull threads. i 2. Knurled shank pins shall penetrate the metal framing at least 114 inch. 3. Building height = mean roof height (in feet) of a building, except that eave height shall be used for roof angle G less than or equal to 10' (2-12 roof slope). 4. Vult = the ultimate design wind speed (3-second gust mph) as determined by 12012 IBC, 2014 FBC] Figures 1609A, 1609B, or 1609C, ASCE 7-10 Figures 26 5-1A, 26.5-1 B, or 26 5-1C 5 Vasd = the nominal design wind speed applicable to methods speed in Exceptions 1 through 3 of 12012 IBC, 2014 FBC] Section 16D9.1 A. 6. The wind speeds in [2012 IBC, 2014 FBC] Figures 1609A, 1609B and 1609C are ultimate design wind speeds, Vult, and shall be converted in accordance with [2012 IBC, 2014 FBC] Section 1609.3.1 to nominal design wind speeds, Vasd, when the provisions of the standards referenced in [2012 IBC, 2014 FBC] Section 1609.1.1 Exceptions 1 through 3 are used. 7. Linear interpolation of building height and wind speed is permitted. 8 Wind speed design assumptions per Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3. Ke=1, Ke=0.85, GCP -1.4 (h560), GCp=-1.8 (h>60), GCp=0.18 LIMITATIONS OF USE: 1) Fastener pullout must be evaluated when installed a species of wood studs other than that which was tested. PROJECT RIO-2578-15 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES KARDIE0 BRAND FIBER -CEMENT -PANELS TO WOODTURRING SOLUTIONS, JAMES HARDIE BUILDING PRODUCTS, INC. j. FONTANA.CA92337-- TABLE OF CONTENTS COVER PAGE nON SUBJECTEVALUA EVALUATION SCOPE EVALUATION PURPOSE 'l-I .-IT" 2'-"- 2' REFERENCE REPORTS. 7t' IT— TEST RESULTS T _2 TABLE 1A, RESULTS OF TRANSVERSE LOADTEgTING TABLE,lB, ANALYSIS OF ALLOWABLE LOAD FOR #"B"SCREW AT 10 O.C.'.fl-! 2 JUSTIFICATION OF.USINGTHE RESULTS ON.LIGHTGAUGE STEEL FRAMING DESIGN VIAND LOAD PROCEDURES 3. TABLE 2, COEFFICIENTS AND CONSTANTS USED IN,DETERMINING VAND p -4'- ' ' TABLE 3, ALLOWABLE STRESS DESIGN.C&C PRESSURES EXPOSURE B - 4: TABLE 4, ALLOWABLE STRESS. D ESIGNC&C,PRESS URESEXPOSURE C. TABLE 5. ALI:OWABLE STRESS DESIGN.C&C PRESSURES EXPOSURE D" 4 , TABLE 6, ALLOWABLE WIND SPEED (tAPH)"FOR HARDIEPANEV SIDING AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT,THE LISTED PRODUCTS ARE IN COMPLIANCE %VITHTHE REQUIREMENTS OF THE ASCE 7-10, THE 2014 FLORIDA WILDING CODE, AND THE 2012 INTERNATIONAUBUILDING CODE. PREPARED BY: 7', 140NALD 1. OGAWAb`ASSOMTES, INC. A STREET#443- HUNTINGTON REACH, CA 9264 9 714-292-2602. 744-8474595 FAX- r 7-- 4, STA.1 E 0 RONA.D 1. OGAY1RtASSOCIATES, INC. 16M5ALGONQUIN STREET "43 HUNTINGTON BEACH, CA22W 1) 714-292-26OZ IF) 714-647-4595 PROJECT: RIO-257a-15 EVALUATION SUBJECT HarMePtineW Siding James Hardie rodud Trade Names covered In thla evaluation; Harcmparew Sfynip, CariparwE Same. Pravaae1 Pane Sio0v EVALUATION SCOPE: ASCE 7-10 2014 Fonda Suiainp Code 20121n:wwji ns! Hldilitp Code 2012 4Kcnstwtal Residential Cade EVALUATION PURPOSE: T his analysis Is to dffwnmrw the maximum dea:pn 3aacond gust +And speed to be resisted by an asaarnhy of Mar"Parwl (empanel. Pnvaa Parwt; aidmp tasterwd to vAat1 (xim.-s on ekrwiva d or metal homing w4h rails or af7ewe REFERENCE REPORTS: 1- Imenak Report 1CM4303COOMiA, Trrnverse load Iasi on F4rofePanel TEST RESULTS: Table 1s. Results of Transverse load Testing FrameeFas:em Mtriato Aibwable Teat 7hianwN Spadag Spb-v Fattener Type Los* Des'pn load Rawn Number A WO wAft (n.) Frame T ht in) and Dtmeflslans PSr PGF) Failure U066 IC2024363CW. 001 A Intertek 0,3125 45 2X4 woof stud, 3W Vid by 3,5' 16 a No. a X , 2S' king A D.32b' NO 160-7 53.a pa ttr paAm=" wlde SPF baring ndbed WA head screws C2024363CO — WiA IntaMk 0.3125 48 2X4 wood stud. 3r4' thkle by 3.5• 16 a No. a X 125- bra X D.323• NO 171A 43.0 Pup Cffough wideSPFlumribbedbugleMadscrewsIG2024303COCI- MIA in:arlek o.3f25 40 2X4 wood stfd, 3w' tfim by 3.5' is 12 trio, 0 X 125. long % D 323' HO 105.1 a5 4 Pu: -Wgn vviae 6PF tummy dbood bupb need aarcwa t 02C243a3C00-001 A IMa:ak 0.31:'S 48 2X4 wood surd, 3/4' rick by 3.5- 16 6 0, 01A• shank X0215' HD x 1.S 147. 6 4:2 PA lntoupl Rracure w46eSPFkerifglongringshw* nail 1020243GS000- 001A tru 0.3 t23 41 1 2X4 wood r-uo, 3N' rw-* by 3.5• 24 a No. a X 125- W X 0 327 HD 7 27.6 p•11uroux nn.ue wwkwise SPF %.Mg nobed burgle head stews 1, r a fasfereta ware v simmo on runup —.: p frno file nevrfmp rnemaen. 2- A1av&4e load is detrmined from Wanate bad dht*ed by a factor of satsty of 3 3- NaM.sPanal Siding compli" with ASTAA C7186, Sfsndard Spefx'Graaon hr Grade f„ Typo A Abnaaoesas F0vi-Comr+s Ha: ,rAWs. Table lb, Analysis of Allowable load fork Scriwah 10' O.C. sib Scra. smarig Famarfer Saari.ngfin a 12 10 Frame strAmcfing (m 16 - 16 6 Fastarwf 7nblray area tie ass 1.33 1,11 Abo- able tbsd pe 43 a 35 a 38A kfdiNdwl fasterw load no 339 472 43.1 he taranar bad for fy6 sa" al 10' O.C. wu calndatad ss Uw a.enpe nY Ne lrs: rasuds idr 6 an: 12' O,C, The a!lo a :ie load fw as screw slow apn;:inp of W Q,C. info Mmg on W CWCUWed by k%erpalatvp rw resuks of same fastener at 6- and 12-O.C. sage 1wx1 tens has ssma lailu» mode o: tuluwr peril IAmugh ham Ole panets.Aa shown in tee taala• tM a0owable bad Ion e8 screws L1srPed et t0' O C- b wood fufmp s Sd. paf. JusWIcatlon of Using the Reau#a on Ught Gauge 51"1 Framtng In the tutpedt mtdvfrnbbna, a: fasteners wen ahacried to turnng only, so whather bw krrnlg is atactwd Ic wood 01 steel 1ra,Ting was not allot„' panels' ransveraa load cspaa;y. Irs me Projsd Ongi/taerf ratponi. ibf4cy to ensue Le tummy ateacnyent edd framing m mebers to tone suReyem bad cappacfftfea. 1I t11+ . O G A,(UINr.,/^\J•1j, r! SSATE • rc``' . 4j 1 SS10 N ALE 2 RONALD L OGAY^ASSOCIATES, INC. 16835 ALGONQJIN STREET *JA3 HUNTINGTON BEACH. CA 926AO M 714_292-2602;(F) 714-5017-4525 PROJECT: RID-2579-15 DESIGN WIND LOAD PROCEDURES: Hoer-arnefR s4inp zannwie lw ctpaatj M+td load c, aaty) is dew -,mod vw canplunce tastno to rxmvww load nrional" rjmdxde Va i'r twnr s-ce bad W-np an N.hrazaa design ban Is dataminea bared on a ta= a ralaty 0,, 3 appisc to UN utwo" ten bad, EgmUon 1. q,e0 W258'1 0V. K. %F OW ASCE 7-10 eq=,on 30.3-7j q, . vm=ty pressure at twii2ht: K . velocity preesurs eponae coarklant evattaud at helpht: K,, . topdp wicl I— .. ---' K, , rtod dpadioruldy factor V , bait: v6nd spead (Saazrw' guat MPH) as daaarmined Isom 2012 IBC Flpures 1609K B, or C: ASCE' 7-10 fturos 26 5-1A, B, or C Equation 2• I VdV. (red. 2012 18C Se-*. 16021 deLniawns) V.. utl,mala des%yn wind Weeds (36eoond O.isl MPH) 4ewmrNd torn 2012 IBC Fepu ea 1606k 8, or C; iSCE 7.10 Fip<ttes 265•Ll S, or C Equation 3, p q,•(GC,GC.7 (eat ASCE 7-id ogwa,4n VA-1) GC„ product of Wemal pressure cae,T,tiattt and puss-ehect factor i GCv . Vampof of aMernal press;a , co*Moant and qurHlfeC factor p , demon proswm (PSF) for sld,.np (asoxattla desgn bad lot skOV) To dewmaia daslpn presets, um 9xv c, evo Equa w 3, Equations, P•D.D0256•N" IS.lV.l(GCe-GC-) AaowsNe Suess Nst7n, ASCE 74 D Serum 2.4,1, toad combkwl on 7 Equation f, 0 6D- 0 6VJ fret ASCE I-10 secthn 2-4.1, bad 7j D , dead bad W , hind bad To meter * the Aapwebfe $tress Desga Reia'r/o, oppfy the bw factw for W (wj+d/ him Eguauon 4 to p (aes4n pres=m) ooror:ntneC ham aquawn 4 Equation S. per,, • O.EVI Equation 7, per. - 0 d10.00256'0'K.•K,*v."(GC,.GGa) Equatal 71s wed to pop,a<sfe TaYe 3, 4, and 5: To determine 11w asawabp tal TWo basic mncf speed for Hard,o Srdng in Taws 5, sa:v Eguatran T Wr V. Equation a, V.' (pJ06'OD0258'K.•K.' App!i a W metho0r 4 eaW In E%ce;*om 1 thraph 3 W 201213C SecU., 160t.1. i„ to dc.'emWir the sop d-Nv famine-t despn ward speed flasQ for!to-,* 5,47;7 in Tare C. spy ftv anverian ANMU.4 below; Equation a, Vim, • V. • (0.6r, {,ef 20121BC Sedan 160p.3.i) V-, NWWW demon wind speed (3-sodond pug mph) (n . 2012 IBC SwGon 160i.1j N I f I 3 l 4 1 o STATE : 1 9810 N'A` RONALD 1.OGAMASSOCIATES, INC:, 16E35ALGONOUIN STREET$443 HVNTINGTON BEACH, CA 92649 T) 714.292-2602; (F) 714-847.4595 PROJECT: RIO.2578-15 Table 2, Coefficients and Constants used In D~nWng V and P, _ t - I vas ton+ Her_+eu ml Exc 9 Exo C 1 Eac D G 0.1 - 0. O.e 10311-• x` F; 1 O.dS 1.4 i6 20 07 09 a toe-- 1 0e5 1.4- 019 25 0. 0 94 ; 1 12 1 0 65 14 , c la 30 095 - 1.16 1 eS- 14- Os 073 101 1.19 1 0e - 44- 1 40 0-6 1 D4 r 1.2 1 085. 14 0 1 1215 1 Oar---14 016 50 0 t t o9 1.2 1 OES 1 4 • O.te SS 0.63 1.H 129 1 1 0 1e 00 0 1.13 1.31 1 1 055 1 .14 015 10.i 04 i2b 1, h" 1 1 1 u 6 - 1 Ill I = Tsbla 3, Allo mbla Sivas Daalgn -Co po•rnt and Claddng )CAC) Pressures (PSF) to be RWated al VaAcm Wind Sp..ds - WL1d Eup mCafepory 8,` - - - tN fir. y - , •_. - ._ _ ., _ • .-_ __ _ _ Vmd Speed f3-4emrd 1 r..10' - 11 115 1 120 m i4o ISO 163 170L ISO 1 210 - t1 r1u an 15, B 8 B - B - 6 - 0. 15 7144 9 1 5 191 205 244 7e.3 32 3 0^ At - J B.e 52.1 v e---'- 5 14. 4t59t191e2e4-2e5- 32 3.0-• 41. 6 63 3 4 456- 21 a 63 144 59 1 .5 7791 00a 444 2-8 337.5 7P.0 - 4, 16e,• 2.1 57b 1 35 151 16 71e2 71 99 217 254 29 S. 339 sb6 435 46e 544 6D? 064 i0 15 1 t • 99 0 2 76 30. 3 4D 1 4-3 6 45 162 7 17 t o 21A 233 2.4 31. 4 Jt. J r2. 6<.e'"" t,a so 16 fp4-- 7• 2 _-?4t 4 A 483 1 3- 3 S L . 7 1 p. 22.6 24. 2p 9 6 - J b 49 h5. - b11 U,5- r 4 r v. Js 1 2bb tl 1. 6 43 b 4 Si >- 4 t -4 112 r Table 4, AOowable Sbus Design- C? n milt and CladdIng (CAC) Preasurte (PSF) to be Ra4kUd u V&r1ow Wind SPMds1. Wind Exposure Cat 9oyC '`'. .' -• ' r10 9n8G i3-sa+;ana "91 1 1 11 - 115 1 1 1t 1w v 1 1 0 b - 160 - 11c 1 0.1 17.5 103 21 2 232 2 2 29b 34 4 30. 44 9 66 a • fi3 To i L• - 7 3 D 186 235 22. 24 6 - 26.7 31 4 364 41 6 4 J3 fi0, o .0 43 7781 6 25 194 214 235 25.8 2 6 M0 436 4r6 0 6 r0 G 655 30 2J2 223- 445 26. . 991 34.2 39e JS 51b iB• ES5 73.0 8D9 2 A 7409 43 0 • 25 6 300 36. 40 e J6.9 3 3 602 • 7.5 ' r -782' e3.3 • t"• R1.9, •_ 40 21- 5 211 0 - 28 4 30 38 3 - 42 0 48,3 4 62 0' , 6B 5 - r 4 6 6- .-, 4046 45 220 24-2 266 29.1 31. 37 t - 431 - JL4 • 2 4 3- 0 .0. W!I 2 24 a 32 4 3b 44,1 6 57,6 L 9 9 hfl 2 55 229 252 27.7 3D.3- 33 587 J49 St. 6 2 1404 5, 62.7 916 7D1.0 - a 1 - e ra,. - 100 326 35.9 39,4 J3.1 469 45-0 636 733 634 1- st7.6 t303 7a38•- J Table L, AllosraWe Stress Dealpn • tonlporsnt and Cladding (CAC) Pruaurea (PSF) to a Re'eMeE at Va11n1a 1V111d Spaaaa -Wind Exposure a' D; : tagory L .r, M10 o ustr IDO 1 110 its. 730 140 160 t it IEZ y.. tMJ t - tte 1 In D D ,- D . D D,- _ S r :.. , 4•' ems....; ...a.+..t •...•,r -..w -+..• :,...rr-.. -•. r , . .. . .r, .«L,- .,. _ . .-- .. ., , , . Tables 3. 4. arcl 5 a,e besrtl on ASCE 7.1 D and wnslstant w1011he 20121BC, 20121RC - *,' }M1'r' '•- } •' ' 1^• , .. `• .«..,....., S'LIONAL' 1111 I Rl OGAVA IX=ATES. W- .14ws HA DE au2L004- PROW-M-S. W'- IGM ALGONOUN UTRECT0443 HUNTINGTON BEAZK, CA 92649 71 4-M.AAL,; JFj 7 1 4447-ASPS KC6JECT WO-2579-IS AI" AUwwpb* We$ 3" imps) 6.T hv;dipr SAWV (Ano~ NFOOd In ASCE 7-10 CIMPnf W CAC Pdwl 7 mnd P44 Jf. A - bi.. tn".4 Dgm SP L 7 rw, A r I nr4rlffn= l 133MMS m®KMmWl NwamEwm 133= 39W EDMEWnAsamNIER® mm llr&.0 NELESKE399M Mml= IMIMIM mlm® KKB EMSSFF-MOOE23 m9mom ImExtsm MC=MLEZXNKEM mollool w MKMN=m mnmmmmvLmnumnameamKENommm"m mmk= mannammn muivum= mgml® ffm ammsmim 93EN®muwsm X33XEEZIIM mmmgm mKX2[ MKm 133EXINM anumMam IMEEM31M mm MEMMEn manensm ma3mgm mzmmlmw NLtMNC=N3llONKN31M MEMMM3 03USCMMEM mlz= 33® moumum Haan usmmim Ulm= Emmammuntm Ikvd - 0 M ss-a F— - P• d - k— t-A. 3* Q" ft. I .. P4 K.." "'K 0-- P.M, cr;-, A P.-C, =.4 q . OK P*--1 r UK -64 V AA- VV-94, LIMITATIONS OF USE. 1) m Hg1 WWAyKn"nt Zm— "AC4 Oda p., M..n.Dma. Cw;gy FWnU. NOIL 'W= 04. OGA 21 s 81ONM- at tx.AtiwJ.ssxuTEs.J-_. f MS ALGONaJ1N 5'TREET $"3 HUW WJCTON PEACH, CA 02i10 1) TI-L-M-26= fF7 714447-4595 PROJECT; RKI-MAL15 J"AES KW.Ra1E DthLOLVO PRODUCTS, tKC 1444593-73AI k,*C*M.ih.rtlq Cun T.bm 5, Atl.wf»l. WkW So-d In ^ fof )M W.P" $Wft (Ano"caf M.thed ki AS. 740 ChSpW 20 CAC Pot 7 ud PW Jf y r_ . 0aa—a W WN 1 2TalrKJrp.M llpry f, I.q Wiwi f.p. f,1. ... ' ,r - •: ••= i ( l .--• . m . i rC• +C«+.crr...wwtyr ic.e.trra YrY.' G , . - ry ..Xy- ._.-_. a j _ _ .- _ . ••••• - • a • • n -' wi..aYf.•,• [.iltQO'i ,rw+a l,ro.u. GMY'1 .f ., _ n 1 a j i• aa®ate®a sr r m• m® amm® UMMEM ammED Qum® m®®mmmm a Qmmm @ax7a7®QO®JG= L Qm®QrJ as@®aaa mmm am® amIMIRMm om®m11fE:s111f n saflf;a®sue;-=gym® Q Qa af s Et llfat>•®r3zamaat o®®® 0®LIQmeB17®fII m@Q7i m E1 f arllf¢:sslat>11maf11c2,af 1lfam11c®m,® ammrm samlls;om111111kP>efiid•7 iLiJ•sTfiE<ifi iQ.®®m a a a atam111f®m®m ace®m 0m®mfenaaa>fa@sTu s®®m®® a:aaa o-ia®mam mmm aatmm ammmsT111rufaraflfammm amars®ta ru ara l mm® a®®® ou®m® a®ml@®a aa ar am® m T a®aa>@Rams®m® Qmmm as mma oKm a®ss><m' a Mlummammam msm.Qm®m mat@ n.aa®seta@ammm @m@tea@amm®® 11111f®Qsaffu zmmm 11suaafls a ZMMM=am® Ems= oQaae ammc Qmearm Qom®® a®®m Om®® EFsseaa<a®@®Q mm® li7r@@@lis7f@ 7®® ma a a3s®aa amm Qmmm a®mmf.a..>®®m Amm® a®mms1111s>:ssllfu:1111f®t7®i a®sT® aaaa®aQ®o®m;mwm a®mM3 foram® ma@MEMf©1msTf®m® 11111 iiiiiim-m f taaa eva>m fum®m aaa ma mmm ammmammmmoafsa>n®Qn®®®mmm 1m 1111ff®111111fa afllc 11111111s,111111f c mlf s am®m fofmmm @111mer®afse®ammm n®mm n®®mmsasaeaeQ®m®® aaaa0esmsm®m amu® a maara raa m Qmm® Qsmm®®a a mr'r®m amm®®aEa mmm aaa ma®yam®mm a Qm®® m® amm® m>mt®m aa®aQam Qmm® Qmmmmaa®®m®m® m@®tE'i®®ars®mammy® a mrY m® ae®raarrcmt ma®m®m Q® i..aw oy•w.w4l,Wts, rpra r unp, wirN ur w,.Wtr,.^i.G MpeOa.sYYac wIY 1C J2 L'rr.TlY• .. 1ur.rr..unrraYp rapay.cy..,.e. rw..PrM.. -- - - 1 Mrl lr l.T rrr wr tfM+1d . n iGi`K i•N 6rnr it CAC M f twt tir: i:L`t..I'C C Gam..-1 11 /7. ••t .0'1 GCS t. 4 r., r .....,...M.r w. f w.e.w.p..arwrGl.•tr.n.o+ru*G 4f......t•w.w•..w eruxntgr-fo. ' UMRATION' S Or USE: 11 M Hph:WCC67 h-IC. a Zma. 1HW0 Wal P" M,.n O.& C—" FWM. NOA -.5-0122.04 1ti, it: pGAtNq / 1 L0R1p '` S/ ON AL ` IM7 AMN En LU i REPORT NUMBER: 102024363COQ-001A ORIGINAL ISSUE DATE: April 1, 2015 REVISION DATE: April 30, 2015 EVALUATION CENTER INTERTEK TESTING SERVICES NA LTD. 1500 BRIGANTINE DRIVE COQUITLAM, BC V3K 7C1 RENDERED TO JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 r rrrrrrrZZ. 21 P . S7A F RL ` Report of HardiePaneW tested in accordance with ASTM ,E330-2002/2014, Standard Test Method for Structural Performance of Exterior" Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure. Difference PRODUCT EVALUATED: HardiePanel® EVALUATION PROPERTY. Transverse Load Testing This report is for the es-dusive use of Intetek's Gient and is provided pursuant to the agreement between intertek and its Client. Intertek's responsibility and liability are linked to the tens and conditions of the agreement. Imerek assurnes no habituy to any party, other r`tan to :he Client ir accordance wth the agreement, for any loss, expense or damage ocrationed cy the use of this report Only the Client is authorized to copy or dntrioute this report and then only in Its en ire_y. Any use of the InZartek name or one of its marks for the sale or advertisement of the tested material, product or service must first be approved in vrlting by Intertek. The >hservations and test results h, this report are relevant only to the sample tested. This report by itself does no: imply that the material, product, or service is or has ever been under ar. Intertek certification program. James Hardie Buad»g 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..........................................................................:.................................. Appendix A Transverse Load Test Data.....................................................................17 Pages RevisionSummary ............................................................................................................ 1 Page tt¢\ pGAWq 4 I Y QF • FLO P. - FSS1O1yA1. [ Inter[ek Florida Product Approval HardiePanel° Siding9 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. r Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. t t i t Hardie I& Panel®AZ-10,. Vertical Siding ®e/ JameSHardee EFFECTIVE SEPTEMBER 2013 OEM INSTALLATION REQUIREMENTS RESIDEN-IAL S:NjLE FAMILY ONLY - PRIMED & COLORPLUS' PRODUCTS Visit t:ar<mlameshardie.rom 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 OTM PRODUCTS OUTSIDE AN HZ10" LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLJES 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. , , p CUTTING INSTRUCTIONS OUTDOORS INDOORS 1. Position cuffing station so that wind well blow dust away from user 1 Cut only using score and snap, or shears (manual, electric or pneumatic). and others in working area 2. Position cutting station in well -ventilated area 2. Use one of the follo-wing methods: a. Best 1 Score and snap 1. Shears (manual, electric or prleumabc) - NEVER use a power saw indoors b. Better,. 1 Dust reducing circular saw equpped with a - NEVER use a circular saw blade that does not carry the HardieBlade saw blade trademark HardieBlade` saw blade and HFPA vacuum extraction NEVER dry sweep - Use wet suppression or HEPA Vacuum c. Good: t. Dust reducing circular satyr wtfh a HardieBlade saw blade only use for low to moderate cutting) Important Note; For maximum protection P vest respirable dust production), James Hardie recommartds always using "Best' -level cutting mehods where feasible. NIOSH- approved respirators can be used in conunction with above cubing practices to further reduce dust exposures. Additional exposure information is available at vrrvtvjameshard:e =it to help you determine the most appropriate cutting method for your job requirements If concern sill exists about egmure levels of you do not comply with the above praMoes, you should always consul a qualified industrial hygienist or contact Jaynes Halo a for further information. SM10 GENERAL REQUIREMENTS: These instructions to be used for residential single family installations only. For Commercial Multi -Family instal;ation requirements go to wvAv.JamesHardieCommercial.cDm HardiePanela' vertical siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. See genernal fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. James Hardie recommends installing HardiePanel on a capillary break (rainscreen/fumng) as a best practice. Information on installing James'Hardie products over foam can be located in JH Tech Bulletin 19 at www. lamehardie.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 Haidle does manufacture HardieWrae Weather Barrier, a non -woven non -perforated housewrapl, which complies with building code requirements. When installing James Hardie products all clearance details in figs. 5,6,7.8,9,10&11 must be followed. Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10'. Do not install James Hardie products, such that they may remain in contact with standing water. HardiePanel vertical siding may be installed on vertical wall applications only. DO NOT use HardiePanel vertical sidin in Fascia or Trim applications. Some application are not suitable for Colorlolus. Refer to ColorPlus section pa e 3 DO NOT use stain, oil/alkyd base paint,, or powder coating on James Hardie' Products. For larger pprojects, 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 CoiorPlus" 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 bamer Double stud may be required to maintain minimum edge i ,X 4 stud y 2 x 4 stud wa* a".restive v;ater-resistive nailing distances. ( j - barrier barrier i I water - resistive Figure 1 gstud t` III• i / IIii Do not 1/G"gap I Caulk upper panel Do not 114"9aP Cauk barrier sheathing r-- T HardiePanel Batten Joint "H" Joint Z-flashmp f Z-tlashmg keep nails O c vertical siding water -resistive bamer 2 a 4 stud h"' decorahve band board 3/ 8" r— lower lo:ver min. from panel C C I panol panel edges plate - l G- - I---- .- leave appropriate gap between panels, then caulk' Recommendation Whe"i installing SlOrfa E. p; ovlde Figure 4 moderate contact Caulk Joint a doublo stud at panel t; ot applicable to ColorPlus Finish) Joints to avid nailing keep fasteners 2" from '" 1 Apply caulk in acco•dance with caulk through g•uoves. away corners mantdacturer's wrfrten application instructions. For additional information on HardreWrap'14 Weather Barrier, consult James Hardie at 1-866-41-lardie or wvwv.hard,ewrap.com WARNING: AVOID BREATHING SILICA DUST James Hard-e"` products mntzm respirable crWLalane slim, which is kno•vn mo the State of Cal,fomia to cause cancer and is considered ay IARC and NiOSH 1c be amuse a' cancer tram some occupational sources Breath.rg excessive amounts of resoirab a silica dust can also cause a disabling and potentially tatal lung disease called s;hcus s, aril has been linked with mhe. diseases. Some studies suggest smolung may increase these risks During ristallation or handling, (1) work in Outdoor areas with ampre vOnLlaiion. (2) use hoer cement shears to• culhha or, •.•mere nct leeasible, use a HardicBade" saw blade and dust -reducing cccular saw attached to a HLPA vacuum; 3) warn others n the immediate area, (4) wear a properly-hhed, N"IOSy-approved &W mask or respirator (e g N-95) in accordance with anplicable government regulations and manufacturer irstmetions to furtner limit respirable sAca exposures During clear -up, use HPA vacuums o' wet cleanup memods - never dry sweep. For further information, refer to our mstaliation instruct ens anc Material Safety Data Sheet asailaoie at vavw jameshardie cam or kr calling 1-800-gi,ARDIE (1-930.942-7343) FAILURE TO ADHERE TO OUR WA,NINGS, MSDS, AND INSTALLATION INSTRU3TIOYS MAY LEAD TO SERIOJS PERSONAL INJURY OR DEATH Ti` Z HS1236 - P1 /3 1 /13 AM >O. 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 behveen between James Hardie products surfaces, flashing and counterflashing clearance between requirements for clearance between James Hardiem 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 flashing. the adjacent finished grade steps and driveways. i Figure 5 s`d Figure 6 siding I,.I ! I.; botton so cconcrete 6" min. foundation Maintain a minimum 1" gap between gutter end, caps and siding & trim. Figure 9 Sidra gutter and end cap deck material the roofing and the bottom edge of the Do not caulk gap. siding and trim. Refer to fig. 3 on Figure 8 page 1. j IusMq Do not bricge floors with HardiePanel* siding. Horizontal KICKipUT FLASHINGjointsshouldalwaysbecreatedbetweenfloorsfig.10). Water- Because of the volume of water that can pour down a sloped IResistive roof, one of the most critical flashing details occurs where a Barr,er Figure 10 i Framing root intersects a sidewall. The roof must be flashed with step flashing. Where the roof terminates, install a kickout to deflectrFlooringHorizontal Tnm r water away from the siding. It is best to Install a self -adheringygg 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 R " • ' r=° 1 1 dumping behind the siding and the end of the roof 1 Sheathing i J intersection, install a "kickout" as required by IRC code R905.2.8.3 :'...flashing shall be a min. of 4" high and 4" fascia I y HardiePanel• wide." James Hardie recommends the kickout be angled between 100' - 110' to maximize water deflection BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 vZ" or larger such as dryer vents should have a block of trim around point of penetration. GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel, E!ectro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie products near the ocean, large bodies of water, or in very,humid climates. Consult applicable product evaluation or listing for correct fastener type and placement to achieve specific design wind loads. NOTE: Published wind loads may not be applicable to all areas where Local Building Codes have specific jurisdiction. Consult James Hardie Technical Services if you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against siding (no air space). (fig. A) Do not over -drive nail heads or drive nails at an angle. If nail is countersunk, fill nail hole and add a nail. (fig. B) For wood framing, under driven nails should be hit flush to the plank with a hammer (for steel framing, remove and replace nail). NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB orplywood should only be used when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush g] Countersunk, fill &add nail 0L V:J' do not under Do NOT Figure A Figure B drive nails STAPLE Figure 11 M slwa my// C . t seN'adhenngnQrt1Yl'A ` y Self-adiedra t avea manhnner K4•kp1tY' flashingi" Dnp edge Housrxrep 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 driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive tinder driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). . H31236 - P2/3 8/13 Ioz CAULKING For best resutts 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 Colorlolus touch-up section CUT EDGE TREATMENT - PAINTING Caulk, paint or prime all field cut edges. DO NOT use stain, oil/alkyd base paint,, or powder coating on James Hardie" Products. James Hardie products James Hardie touch-up kits are required must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are to touch-up Colorlolus products. recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. COLORPLUS" TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardieg ColorPlus& 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 HardiePanel$ siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlusm product dealer. Treat all other non -factory cut edges using the ColofPILls Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third parry touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. The following outlines the recommended applications for ColorPlus and Primed panels. Not all designs will be suitable for every application: Exposed fasteners or battens is the recommended application for ColorPlus panel products Do not use tOLIch-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 short touch-up when applied over fasteners. Trim. is recommended to cover joints when appropriate. PAINTING JAMES HARDIE® SIDING AND TRIM PRODUCTS WITH COLORPLUS• TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardier Products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature RECOGNITION In acco dance vMh ICC-ES Evaluation Reoort ESR-184L, Fard0aneM vertical swing is recogrired as a suitable alternate to that specified in: the 2006.2009, S 2012International Residential Cods for One -and Two Family Dry Jh rigs and the 2006, 2009, & 2012 iptemahonal 6uildmg Code, Haid,ePanel vertical sidag s also remgn¢ed tut application m the iollomng Gty of Las Angeles Resea "h Repoli No. 24862, Sta a of Horwa listing FL#889, Dade County Florida NOA No. 02-0729.02, U.S. Dept of HUD Materials Release 1263c, Texas Dapartmen: of Insurance Product Evaluation EC-23, City of, New York MEA 223-93-M, ano California DSA PA; 019. These documents shoal" also be consulted for additional information conceming the smtaoihty of this product for specific applications U 2013 James Hardie Building Products. All rights reserved. Additional Installation Information V, TM, SM, and 0 denote trademarks or registered trademarks of James HardieTechnology Limited C is a registered Warranties, and Warnings are available at JamesHardie trademark of James Hardie Technology Limited www.jameshardie.com HS1236 - P3/3 6,113 MIAM 1•DADE MIAMI-DADS COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADNIENISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wlyw.miimidade.eov/economy James Hardie Building Product, Inc. 10901 Elm Avenue' Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable riles and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: "Hardie", "Cem" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardicPlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I. Ogawa, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, Plant City, Florida, and the following statements: "ASTM C 1186 Type A compliant" and "Miami -Dade County Product Control Approved" is to be located on each siding plank or panel and per FBC 1.710.9.2 and 1710.9.3 on soffit panels. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be. done in its entirety. INSPECTION: A copy of this entire NOA shall be provided.to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the,Building Official. This NOA revises NOA # 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.Q4 MIAMI-61DiaADECOExpiration Date: May 1, 2017 Approval Date: April 9, 2015 03, 3o1 James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted tinder NOA # 13-0311.07" 1. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I. Ogawa, P.E. B. TESTS "Submitted tinder NOA # 13-0311.07" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of HardiePlank, HardieSoffit and Hardiepanel, prepared by Intertek Testing Services NA LTD, Test Report No. 100733361COQ-004, dated 08/24/2012, with revision 1 dated 04/25/2013, signed and sealed by Rick Curkeet, P.E. Submitted under NOA # 02-0729.02" Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves P.E. 3. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves P.E. 4. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 51h edition (2014) FBC issued by Ronald I. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa, P.E. 15 Carlos M.. Utrcra, P.E. Product Control Examiner NOA No. 15-0122.04 Expiration Date: May 1, 2017 Approval Date: April 9, 2015 E-1 HD WALL LENGTH Stud Spacing at 15' O.C. I{ i3GA /q WALL Nona, `. 11-6j HEIGHT09irs6aPeft., W45017 OF sstGON- Nails at 16" O.C. (typ.) 3/8" Minimum Edge Distance DE~TAI.A Sheathing fastener, as described in Note 1 Panel fastener, as described in Note 2 HardiePanel, Cempanel, Prevail Panel Siding 1 Water -resistive barrier per Florida Building Code Section 14042 II / 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. SEE DETAIL A 5/8" thick / 5 ply APA rated j\ plywaod sheathing in aocodance with Florida Building Code Section 23223 Water -resistive barrier per Florida Building Code SecFon 1404.2 _ II \ 2' x 4" S-P-F Iji Wood Studs HardiePanel, SQCTION B-8 Cempanel, Prevail Panel Siding PRODUCT DESC PTION HardiePanel®, CempaneM, & Prevail® Panel Siding materials are nonasbestos fiber-mment products tested in accordance with ASTM C1186 Grade It, Type A and meeting the requirements of the Florida Building Code. PANEL DIMENSIONS Width Length Thickness 4' 8,9,10' 5/16" DESLGN PRESSURE RATING Installation Design Pressure Wood Studs -76 psf Impact Resistant — Planks installed over 5/8" thick / 5 ply APA rated plywood sheathing FIARDIEPANCEMPAt IEL, PRE1/AIL PANEL SIDING 1NSTALLMON 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 HardiePanel, Cempanel, Prevail Panel Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA Note 1] 5/8" thick / 5 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Budding Code Section 2379 3. The siding panels shag be installed over 5/8' thick 15 ply APA rated plywood sheathing supported by a minimum of 2"X4" S-P-F wood studs spaced a maximum of 16" O.C. Note 2] The siding panel fastener shall be a 2' long, 0.223" head diameter, 0.092" shank diameter, corrosion resistant siding nail; the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven through the 518" thick / 5 ply APA rated plywood sheathing into wood studs located at 16" O.C. Fasteners shall have a minimum edge distance of N8" and a minimum clearance of 2" from comers. Fax 909-427-0634 Creator. E. Gonzales HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 SIZE I FSCM NO A SCALE - 1ir = 1'-W DWG NO REV PNL-PLK-SOFF 1 Date: 412412013 SHEET 1 OF 12 Fastener Spacing per Florida Building Code Section 2322.3 III. PRai7NCr REVLSFD e aoari i g witY t6cFi idr a iiI—M Pr Cm o1 PRODUCT 2EvLD ascowply;ng wilb the Florklm Bad Cm& A=,pllm By anu Genvvb Y_I. J Fastener Spacing per Florida Building Code Section 2322.3 I I•I it II FRAMING NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED Cladding Framing Sheathing 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) IF THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE S_H_ EATHING NOMINAL 5/8" THICK/5 PLY APA RATED PLYWOOD HARDIEPANEL, CEMPANEL, PREVAIL PANEL SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDNG CODE SECTION 2322.3 INSTALLATION DETAILS WOOD STUD CONSTRUCTION CLADDINGTHE PANEL IS FASTENED WITH 2" LONG, 0.223" HEADJames Hardie Building Products, Inc. DIAMETER, 0.092" SHANK DIAMETER, CORROSION 10901 Elm Avenue RESISTANT SIDING NAILS, PLACE NAILS 6"O.C. AT limp Fontana, CA 92337 PANEL EDGES AND INTERMEDIATE STUDS Phone: 909-356-6300 SIZE FSCM NO DWG NO RE Fax 909-427-0634 A PNL-PLKSOFF 1 Creator, E. Gonzales SCALE 1" =1'-0" • Date: 4/24/2013 SHEET 2 OF 12 No i WALL .' EIGHT i DETAtLt1 The Florida WALL LENGTH Stud Spacing at 16" O.C. B -<--- I I I VMSk9bi STATE 40RV SEE DETAILA 5/8" thick / 5 ply APA rated i plywood sheathing fastened to metal studs as described in Note 1 Water -resistive barrier per Florida Building Code Section 14042 20ga, 3-5/8"X 1-5/8" Metal Cstud PRQD1Q9j DESCRIPYiQL HardiePanel®, Cempanel®, & Pfevail® Panel Siding materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade It, Type A and meeting the requirements of the Florida Building Code. PANEL DWENSLONS Width Length Thickness 4' 8,9,10' 5/16" DESIGIJ_P 3,ESS UF2E_1Z4TI NG Installation Design Pressure Metal Studs -104 psf i! _..._NA rT ImpactResistant— r•--- :----:-•-C--.---:-------- - . _ . girl HardiePanel, B - —1 r— SEtCTJQty t-l3 Cempanel, Panel installed over 5/8" thick / 5 ply Nails at 6" O.C.(typ.) Prevail Panel APA rated plywood sheathing 3/8" Minimum Edge Distance siding i Sheathing fastener, as described in Note 1 Panel fastener, as described in Note 2 HardiePanel® Siding Water -resistive barrier per i Florida Building Code Section 1404.2 518" thick / 5 ply APA rated plywood sheathing fastened to metal studs as described in Note 1. 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. FIAI OIE 4NEL CENiPANEL,_PkZEVA(L_PANEL SIDING fNST 1LLi4TION DETAILS All installation small be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardiePanel, Cempanel, Prevail Panel Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O,A, Note 1] 5/8" thick 15 ply APA rated plywood sheathing shall be attached to metal studs at 6"oc at panel edges and all intermediate supports using a No.6-18, 0.315" head diameter X 1-114" long' bugle head screw The siding panels shall be installed over 518" thick 15 ply APA rated plywood sheathing supported by a minimum 209a, Nominal 3-5/8" X 1-518" Metal C studs spaced a maximum of 16" O,C, Note 2] The siding panel fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-518" long' ribbed bugle head screw ("or screw shall have at least 3 full threads penetrating .metal framing); the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven through the 5/8" thick / 5 ply APA rated plywood sheathing into metal studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum Clearance of 2" from comers. HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc, 10901 Elm Avenue Fontana, CA 92337 Phone; 909,356-6300 SIZE FSCM NO Fax 909427-0634 A Creator. E. Gonzales SCALE' 12" = T-0" DWG NO REV PNL-PLK-SOFF I 1 Date: 424/2013 ISHEET 3 OF 12 6.00in. — I 6.001n. I I I II T 6.00in. PRODtX r REVISED as conVyin wilily the Ebxide BU'1&* Code Acocyt=mNo FIT iM600' Daft Z7 / By na nimn)Oidc Product Ccm&oi I I•I T I I I. I 6.00in. I II I• I I. I II V ..VL"QCL M&U-r- FD as CCz0f* wish tie Freda NO 1 e 7 . Dnof F12gMING 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- llj lG NOMINAL 5/8" TH1CK / 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 THE PANEL IS FASTENED WITH NO. 8-18,0.315" HEAD DIAMETER X 1-5/8' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACE SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding I I I / I I / Framing II I II ICI II Sheathing I II I, I. I I.I OGA I IIXI ICI I : O. 121 Z. STATE OF F40R10P. .' eOj S/ O N M- W" ' FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVCTY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Phone: 909-356-6300 stzE FSCM NO DWG NO Fax 909-a27-0634 A PNL-PLK-SOFF Creator. E Gonzales SCAB 1"= 1'-0" Date: 4/24/2013 ISHEET 4 OF 12 t Stud Spacing at •16" O.C. ALL LENGTH SEE DETAIL A i ---- _ i- ---------------- . _ - I I a5tvr*Yiag-ith eFlorid4 ypt Iv, f• WALL HEIGHT 7 i i, l l i BY rV Mnt i; ade Prodt" Coolrol i cc B 0 N PA-E ,t 3/4" Minimum Edge Distance Nails at 16" O.C. (typ.) B-B DAL A PS jR£ ying.vith t be Florid. No 15&22-44 Sheathing fastener, as described in Note 1 Siding fastener, as described in Note 2 HardiePlank, Cemplank, Prevail I Lap Siding Water -resistive barrier per Florida Building Code Section 1404.2 KOM 5/8"thick / 5 ply APA rated INN 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. F-RODUGT DESCRIPTION HardiePlankO, Cemplank®, & PrevailS Plank Lap Siding materials 518" thick / 5 ply APA are nonasbestos fiber -cement rated plywood products tested in accordance with sheathing in ASTM C1186 Grade It, Type A and accordance with meeting the requirements of the Florida Building Code Florida Building Code. Section 2322.3 PANEL DPI-_-._. LQMENS -- Water -resistive Width Length Thickness barrier per Florida 59-1/2' 12' 5/16" Building Code Section 14042 DESIGN PRESSUP RATING, 2"X 4" S-P-F Installation Design Pressure Wood Studs Wood Studs -92 psf Siding Lap ImpactResistant - 1-1/ 4• tall x 5/ts" Planks installed over 5/8" thick / 5 ply APA rated plywood sheathing thick starter strip HARDIJ:PLAN, ICLCEMPLANIC PR.EY4l-4W SIDINGJN-5;!A A7iON 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 HardiePlank, Cemplank, Prevail Lap Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA Note 1] 5/8" thick / 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 1-1W wide laps at the top of the plank such that the exposure area of each plank is:5 8-14' 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 2'7<4" S-P-F wood 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 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 112" P-0" Date: 4/24/2013 SHEET 5 OF 12 Fastener Spacing per Florida Building Code Section 2322.3 Fastener Spacing per Florida Building Code Section 2322.3 I 0.75in 6 in. PRODUCT REVL%D 9ID7 nptymg+iR6ffiel citb ' Codb A -Vftxt Xb f - L' ; 11, L % - 3Eafn. ade Product Ca tral s&25in. f 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 COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATHING NOMINAL 518" THICK / 5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 2322.3 CLADDING PLANKS OVERLAP 1-114" 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 Cladding Framing Sheathing IMM PROIXIICI REVISED . I No. 121 Bx =_ STATE OF Ptodwl OR1101 AN I - FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GIVI 1'YrLOAD 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. e 10901 Elm Avenue Fontana, CA 92337 Phone: 909-356-6300 azE FSCM NO -DWG NO AEV Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator. E. Gonzales SCALE 1" = 1'-0" Date: 4/24/2013 SHEET 6 OF 12 H1 1 Stud Spacing at 16" O.C. 1rVF,LL LENGTH i, I I I a„ Wi2b i>So Fioride c c° 1 : LV VALL fGHT I i epiar o r 7 F i i adr Ftodars Con l i tz i I I I I I B F - S810tj by 3/4' Minimum Edge Distance Nails at 16" O.C. (typ.) DETAIL I dw Fbrids 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 15 ply APA rated plywood sheathing fastened to metal studs as described in Note 1 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. SEE AfZODUC7lD CPTiON ETAILA - HardiePlank®, Cemplank®, and 518' thick/a ply APA Prevail® Plank Lap Siding materials 1 rated plywood 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 PLAJNR, DIMENSIONS Bu7ding Code Width Length Thickness ZI , s Section 14042 5 9-11Z 12' 5/16" 20ga, 3-5/8" X 1-5l8" • DESIGN PRESSURE RATING Metal C-stud HardiePlank, Installation Design Pressure Metal Studs -92 psf mplank, Prevail Lap Siding Impact Resistant — CT10 B- B 1-1/4' tall X 5116" Planks installed over 518" thick / 5 ply thick starter strip APA rated plywood sheathing HARDIF3L. ANK CEMPLANKPREVAIL LaP SIDING 1NSTALLATIQtJ DE g1J_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] 518" 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 s 8-114" vertically. Note 2] 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 518" thick 15 ply APA rated plywood sheathing, fasteners are placed in the overlapping area approximately 3/4" from the bottom edge of the overlapping plank. Vertical joints shall be placed over studs. The planks shall be installed over 5/8" thick 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". , ne: Creator. E. Gonzales A HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 1090i Elm Avenue Fontana, CA 92337 No I owo No PNL- PLK-SOFF 1 / 2" = l'-0" I Date: 4/24/2013 1 SHEET 7 OF 12 6.00in. tII 6.00in. 0.75in T_ i as c with the IFlorids awl Ao00pt1eoeNo %S-6j'%/•Gl UDC J Lf 1 i Oak prod 58.25in. 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 Si H E 1[bj G 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 CLAE QING PLANKS OVERLAP 1-1/4" THE EXPOSURE IS 5 8-114" THE PLANKS ARE FASTENED WITH NO. 8.18, 0.315" HEAD DIAMETER X 2-1/4" LONG CORROSION - RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACED 3/4" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION in, I. 6,00in.00 C Cladding Framing Sheathing fNt To. 121 STATE OF Cs QftiTQL " if " 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 DVVG NO r N Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator. E. Gonzales SCALE 1"= V-0" Date:412412013 SHEET 8 OF 12 WALL LENGTH Stud Spacing at 16" O.C. 1---- - I i i.l i i.j i i•I ; Ii 'I WALL IEIGHT i= -- I-- -'•I—-i'-------•---..u.-----------•'•I...... i 3/8" Minimum SEE 30aUCT DESCR P710N DETAILA Hardie5offitg) & 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. SOEELT Qt ENSION$ 2^ X a° 5-P-F Width Length Thickness Wood Studs 4•, 8' 114, p $IGN PRESSURE-R- -RIVG HardieSoffit, Installation Design Pressure A," Cemsoffit Wood Studs -70 psf Jill oG No- 4 21 STATE OF O'10NA — f1,,.,,, HAR tEIi- EELT—CF,(NSOEFi7-pAN.E LL-.KSTALLA-TJON_DETAILS - of£rt fastener, as All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's escribed in Note 1 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 Hardie5offit Cemsoffit 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. 61 s cJJonl._e Nails at 4" O.C. (typ•)ReDUCT REvIsm PRODUCT REYOM MS ithDistanceGooccoyingwithJimFOorii4oquRdingCde tht FAWid' agodba Code 0 1 BY Pn duc+ Product coft"I 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. Phone.909-356-6300 SIZE Fax 909-427-0634 A Creator. E. Gonzales scuE HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc, 10901 Elm Avenue Fontana, CA 92337 FSCM NU DVNs NO REV PNL-PLK-SOFF 1 1 112" = T-0" I Date: 4/24/2013 9OF12 4,00in. PROf7=REWWD PRowerRLAs D wring wo as eompb/mg with de FEne+iftcc& AAwmft ae No 1.3,t 3 I l , 0 % EXpiab- Doe . / ar7 ftW-6-.r,+e. gy mimmowe Qnoa= roa.a f 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 COMPLIANCE WITH THE FLORIDA BUILDING CODE CLADDING THE SOFFIT IS FASTENED WITH 2• LONG, 0.223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACE NAILS 4" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding Framing- OGAlti No, i 21 - fr STATE OF = F ORIDP. \`/% FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337. Phone: 909-356f300 size FSCMNO I MG. NO REV Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator. E. Gonzales SCALE V = T-0" Date: 4124/2013 SHEL7 10 OF 12 WALL LENGTH ---; Stud Spacing at 16" O.C. SEE DETAIL SEE BE--. I I I i i i i•i ..I WALL HEIGHT i i•' i i 318" Minimum DETAIL.8 PkQ[!Q( DESCRIP7IQN HarciieSoffdS & CemsoffitO materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 l Grade il, Type A and meeting the requirements of the Florida Building Code. 20ga, 3-5/8" X 1-518" SOFFfC Df1ulENSIONS Metal Gstud Width Length Thickness 4' 8' Y" HardieSoffit, I Cenuoffd DESIGN PRESSURE RATING Ae"Installation Design Pressure Metal Studsi fltip« i G%- 1.0 ,g SECTIQN -6 PRaIXJC.D Nails at 61' O.C. (typ.) PRODliCi>REViSE>p eseo.noyi%with the Fla ida ge DistancejBass* CCO& [ ding 13- 3r 1. 0 21 Kati W17 -p 7'{ By Proa xt t'o+ad ` , ' p OAF S ! r tiena t.d+cAoad iARAIESOFFtT CEMSOFFIT-PAN LINS-TQLLATIOt.DETAILS %01VgL EN r iltt t All installation shall be done in conformance with this Notice of AcoepGan ,'QWfr ArLn acturees installation recommendations, and the applicable sections of the Florida Building Code. Soffit fastener, as Metal studs where HardieSoffit, Cemsoffit will be installed shall be designed by an Engineer or described in Note 1 Architect per the Florida Building Code and the requirements of this N.OA The soffit shall be installed over minimum 20ga, Nominal 3-5/8" X 1-5/8" Metal C-studs spaced HardieSoffd, Cemsoffit a maximum of 1T, O.C. Note 11 The soffit fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-1/4" long* ribbed bugle head screw (nor screw shall have at least 3 full threads penetrating metal framing) -,the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven into metal studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers. HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION 20ga, 3-5/8" X 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. Phone. 909-356-63C Fax 909- 427-0634 Creator. E. Gonzales A James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 FSCM 1/2" =1'-0" DwG NO REV PNL-PLC-SOFF 1 Date: 4/24/2013 ISHEET 11 OF 12 I I I I Cladding Framing 6.00in. PRCDUCf REVISED ar o0ww1ybq V41 &C f1 #iir PRODMT REV)SM Ae Ab S I jj ° 0O'D vine ••ft tw nwids 43/0l. Noo 1v 7 D2dL-dC00tM1 21No2 9 FLOP,\ FRAMING FFSSI ON P i4 NOMINAL 20 GAUGE 3-5/8" X 1-5/8" STEEL STUDS 16" O.C. FASTENED WITH 5/8" WAFER HEAD SCREWS (2 PER TOP FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE AND BOTTOM CONNECTION) NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED ti• BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CLADDING HARDIESOFFIT, CEMSOFFIT PANEL THE SOFRT IS FASTENED WITH NO.8-18, 0.315" HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTIONDIAMETERX1-1/4 • LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACE James Hardie Building Products, Inc. SCREWS 6" O.C, AT PANEL EDGES AND INTERMEDIATE _410901 Elm Avenue STUDS Fontana CA 92337 Phone: 909-356-6300 SIZE FSCM NO DWG NO REV Fax 909-427-0634 A I PNL-PLK-SOFF 1 Creator. E. Gonzales saw i" = 1'-01, Date: 4/24/2013 SHEET 12 OF 12 G Florida Building Code Online Page 1 of 2 ' 141 nWAR#mz ;.: GAL: !'6:r. r BCIS Home 4 Log In I User Registration i Hot Topic ! Submit Surcharge Stats & Facts Publications FBC Stall BCIS Site Map Links Search i"I1rl j5. Product Approval L USER. Public User N" t-ar v.•rs Product ARproval Menu > Product or Application Search > Application List > Application Detail FL # FL12194-R5 t Application Type Revision Code Version 2014 3 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 ' grahman@aluminumcoilsinc.com Gareth Rahman grahman@aluminumcoilsinc.com Paul Frost 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrost@aluminumcoilsinc.com Panel Walls Soffits Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D 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 2, 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 AAMA1402 Equivalence of Product Standards Certified By Sections from the Code Year 1986 i r1tl acnx?naram =wGEVXQ--A tDquk24AUC%2fE... 9/7/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 06/14/2017 06/14/2017 06/19/2017 08/08/2017 09/06/2017 FL # Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL121 4R5 II ALC15001.2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FL12194 R5 AE ALC15001.2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL.odf Created by Independent Third Party: Yes Back Nerzt Contact Us ", 2601 Blair Stone Road- Tallahassee FL 32399 Phone. 850-487-1824 The State of Flonda is an AA/EEO employer Cooynaht 2007-2013 State of Florida.:. Privacy Statement .. Accessibility Statement :. Refund Statement Under Florida law, email addresses are public records If you do not want your e-mail address released in response to a public -records request, do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mail If you have any questions, please contact 850 487 1395. 'Pursuant to Section 455.275(1), 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: 7M W1 cGtrc M Credit.Card Safe httn•//xxnxn flnridnhiiilrlina nra/nr/nr ann rltl acnx?nnram=wCTF,VXOxx4T)nnk?4ATTC'%?fR 9/7/?017 CREEK Certificate of Authorization 17520 Edinburgh DrDr3 1, • Tampa, FL 33647 TECHNICAL SERVICES, LLC 813) 480-3421 i EVALUATION REPORT FLORIDA BUILDING CODE 5T" EDITION (2014) Manufacturer: ALUMINUM COILS, INC IssuedJune,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) r" SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1710.9.4 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published, application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 1 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the t minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001. 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. CD E E K 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" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0 019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 16- inch sections. The reported net free ventilation areas are 22.3 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. 16" SOLID PANEL 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided In 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.2 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 TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5'1' Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. i PRY R. , 2017.06.06 No 74021 /Z 15:48:16 z:-04'00' 9 •• STATE OF 4/ 0 Al ?:•'Z Zachary R. Priest, P.E. FS '• R Florida Registration No. 74021 S/ONp 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) I 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 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit — 16-inch o.c. r Fastener Fastener Location Location 1 1 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. CREEK TECHNICAL SERVICES. LLC d. 16" Q4 Soffit — 8-inch o.c. Fastener Location ALUMINUM COILS, INC Soffits Appendix A Fastener Fastener Location Location 1 1 . Approved System Numbers and Definitions 12F-# Approved S stems for 12-inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved S stems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved S stems for 24-inch Overhang with F-Channel 24J-# Approved Systems for 24-inch Overhang with J-Channel Approved Systems for 12-inch overhang with F-Channel - -- - Wall Connection Eave Connection System Panel j MDP No. Width pso Substrate F-Channel Substrate Panel Attachment,-- " Fascia Cap Attachment Attachment Max: One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 3/16- 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail 40.0 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 Page 2 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 12-inch overhang with J-Channel Wall Connection Eave Connection. System Panel MDP No. Width psf) Substrate F-Channel. Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8 inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) F-Channel Fascia CapSubstrate Attachment Substrate ' Panel 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- 53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wow 4-inch o.c. and securing each finishing nail with min. 3/16- t53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. 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 16F-3 Max. 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch x 0.072 inch dia. x min. 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 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Lj7: Pr___ 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 B-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- 1-inch leg staple spaced 4-inch 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel :-'-' Wall Connection. _ Eave Connection ` System Panel MDP - No. Width psf) Substrate J-Channel Substrate Panel Attachment • Fascia Cap Attachment Attachment - Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.5 16J 1 16-inch Wood crown staples in diamond pattern spaced 24-inch o.c. Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 48-inch o.c. ALC15001.2 FL12194-R5 Page 4 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 i TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP _ No. Width psi] Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max inch crown x 1-inch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in 1) min. 2.25- Wood leg staple spaced 8- finishing nail with min. 80/-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch O.C. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 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 Maxnchax. inch x 11 ga. anchored to each panel lap crown x 1-inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 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 ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.2 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. 1• r 7 CREEK f j 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 rNo. Width pso, Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment W 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. Minch inch crown x 1-inch aftrafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 1 Wood leg staples in min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 diamond pattern inch x ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. s ailhanknail One (1) min. 1.75-inch each panel lap 16-inch o.c. 2 inch 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 nng 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 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. 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 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. 1 klA 7'CREEK LILA TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix A ApprovedSystemsfor 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel t MDP No. Width Psfl Batten J- Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment' Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one ( 1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No. 2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga.'/,- One ( 1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J- 1 12- inch 1) min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. 60 inch x 7d ringmin. patternspaced16- 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.1/4- between rafters with inch crown x 1-inch one ( 1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No. 2 SYP Three (3) 18 nail straight -nailed female lock or One ( 1) 18 ga.'/. anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One ( 1) min. 1.75-inch Max. 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 lap Wood 8- inch o.c. and finishing with min. 53.3 inch x 7d ring pattern spaced 16- 7 min. 2.25-inch x 7d securing each panel he 3/16inchheadspacedshank nail inch o.c. h ring shankanknailstoe- 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 voth min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.2 FL12194-R5 8of8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail Min, 3!6" head dia hail with :rin 1,14" eny:+.e,wnr,lfot w_.A RubRC,al;w oe In. n.n9'/" dia. '!' nail nr suub peril wi:,h in 5r8" engagemenLlt_r n:rete at block slr•,cw• ers nw-ed aLvea. FASCIA SLIP BOARD FASCIA TRIM 12F-1 & `- SOFFIT (OVERHANG WIDTH VARIES) 12F-3\-"r" CHANNEL WY)d, concrar.e or rilnal; k STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" L-PAINTED S.S. 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 TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail " 11 SOFFITsrKTSOFFIT STAPLE OPEN RAFTER , 3/4" X 1/4" i DIAMOND PATTERN DETAILCROWNSTAPLES USING A DIAMOND srw.ts PATTERN FACIA BOARD i FASCIA CAP 12 F-2 X 1 /4" CROWN FACIA BOARD B" t TRIM NAIL STAPLE ON CENTER PAINTED1-3/4" TRIM NAIL PAINTED S.S. T-'F" CHANNEL CAN BE PAINTED S.S. 48" FASCIA CAPINSTALLEDWITHTHED.C. NAILING FLANGE UP OR3/4" X 1/4" CROWN STAPLE SOFFIT- max. 12-inch span WOOD SOFFIT 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 OPEN RAFTER 1 3/•' + \` 1 SOFFIT STAPLE GIST DIAMOND DETAIL 3/9" PATTERN FACIA BOARD KTVM/ STiMIES / 3/4" X 1/4" CROWN STAPLE -24- jTRIMNAIL ON CENTER USING A DWAOND PATTERN FASCIA CAP 12J 13/4- X 1/4" CROWNFACIA 8" 1J—CHANNEL BOARD 1-3/4" TRIM NAIL STAPLE ON CENTER P screwed to soffit with oneil) M8 s PAINTED S.S. 48" FASCIA CAP 1/2",x 3/8" head O.C. diAMeLer screw, 3/4" X 1/4" 16" o.c. CROWN STAPLE SOFFIT —max. 12-inch span SOFFIT 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail " I I' TRIM NAIL --\ FASCIA BOARD PAINTEU I. I FASCIA CAP SOFFIT 1'xf' CROWN STAPLE OPEN RAFTER FASCIA BOARD 16F-1 SOFFIT & FASCIA 16F-5 DETAIL J FASCIA CAP. REFER TO SOFFIT L FASCIA WAR. F" CHANNEL 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. j.- CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min. 3/6" head dia. nail with min. 1!1" engagementifor word substrate) or min, 0.097" dia. T -nail or stub nail with min. 5/3" ongacement(for concrete or black substrAte), sl:acad as noted above. FASCIA SLIP BOARD FASCIA TRIM SOFFIT ( OVERHANG WIDTH VARIES) 16 F-3 F" CHANNEL Wood, ConcreLe or Block Wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/ 8" X 3/8" STAPLE 16" 0. C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC 15001.2 FL12194-R5 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 3/r WIM `, SOFFIT STAPLE OPEN RAFTER i i DIAMOND PATTERN 3/4• x 1/a• 1-fI1 j DETAILCROWNSTAPLES USING A DIAMOND _ —+ _3Ar KTU"I Sr S / PATTERN FACIA BOARD / FASCIA CAP 16F-4 3/4" X 1/4"CROWNJTRIMNMAILFACIA BOARD 8" 11-3/4" STAPLE ON CENTER TRIM NAIL P' F• CHANNEL CAN BE PAINTED S.S. 48" INSTALLED FASCIA CAP WITH THE0 C NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT —max. 16-inch span WOOD SIT 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 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 `' 1 }' TRIM NAIL ( FASCIA BOARD PAINTEU S,S, FASCIA CAP SOFFIT 1-4- CROWN STAPLE OPEN RAFTER FASCIA BOARD I"xj- CROWN STAPLES SOFFIT & FASCIA USING A DIAMOND DETAIL 16F-2 8 PATTERN: REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP; REFER / \ TO SOFFIT i FASCIA 3„ DETAIL F" CHANNEL SOFFIT: MAX. 16- SPAN WOOD 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. of GREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER 3M' W' `, SOFFIT STAPLE OIL DIAMOND PATTERN 1-1DETAIL FACIA BOARD , 31V KT„MNII STAMES / i 3/4" X 1/4- CROWN STAPLE -24" JTRIMNAIL ON CENTER USING A DIAMOND PATTERN FASCIA CAP 16J-13/4" L—CHANNFI X 1/4" CROWN1FACAI 8" BOARD TRIM NAIL STAPLE ON CENTER1-3/4" PPAINTEDS.S. 48' FASCIA CAP O.C. 3/4" X 1/4" CROWN STAPLE SOFFrT-max. 16-inch span S WOOD OR BLOCK SOFFIT_ & FASCIA SUBSTRATE D ETAI L ALC15001.2 FL12194-R5 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I J' TRAM NAIL FASCIA BOARD PAINTED S.S. 1 I'xf' CROWN I STAPLES FASCIA CAP USING A DIAMOND SOFFIT PATTERN. REFER TO I"rj' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAILgal I TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-1 & \ iDETAIL 24F-4Nk4—I'xJ,' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT 1 FASCIA \ DETAIL j" Nominal 1ith SYP I I I 3 8 BattenAnrhore0toSOFFIT; MAX. 24' Ij F-CHANNEL Rafters vifh one id Ring Shank Nail 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. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 i' TRIM NAIL I FASCIA BOARD PAINTED 5.5. 1-1' SMOOTH SHANK ROOF NAFLS I fj I FASCIA CAP SOFFIT 1-4- CROWN STAPLE 1 TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24 F-5 1"4" CROWN STAPLE FASCIA CAP; REFER TO SOFFIT L FASCIA DETAIL Nominal 1'x2- SYP F-CHANNEL Batten Anchored to SOFFIT; MAX. 24- patters 0h one 1d Ring Shank Nail at every Rifler 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail TRIM NAILFASCIA BOARD PAINTED S.S. 14GA i' T-NAILS FASCIA CAP SOFFIT 1' r4' CROWN STAPLE 1 TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F- 3 & DETAIL 24F- 6 I* q' CROWN STAPLE FASCIA CAP; REFER TO SOFFIT i FASCIA DETAIL ominal 1's2' SYP Batten Anbored to SOFFIT; MAX. 24- F•CHANNEL Rafters vith one Td Rmg 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 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. r ClIf a CREEK TECHNICAL SERVICES, LLC System No. Installation Detail i— 24J-1 & 24J-2 Ps4' CROWN STAPLES US14G A DIAMOND PATTERN, REFER TO SOFFIT STAPLE DIAMOND PATTERN DETAIL J-CHAN4EL WOOD SUBSTRATE Nominal 1' x 2' SYP battens scabbed between ratters and secured with one (t) 7d ring shank nail Straight-nalted through the raver Into the end Of the batten or two (2) 7d ling shank nails toe -nailed on either aide of the baltern at the balten1refter Intersection CANTILEVERED RAFTER FASCIA BOARD FASCIA CAP: REFER TO SOFFIT L FASCIA DETAIL SOFFIT; MAX. 24' It•1 PAI ALUMINUM COILS, INC Soffits Appendix B FASCIA BOARD FASCIA CAP i-xj- CROWN STAPLE SOFFIT & FASCIA DETAIL 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 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. LP CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following provisions 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. V.1t 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. C R E E K LAN TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Desidih Wind Pressures' V- -: Building jype. V Zone; im - -, Mean'.;,- A 1 Roof. Height (ft) 7- 7 --'.,Ba-s-i cl'SpbiidWin - rnph);7- 120 6-0' 150 I— -•I 166,- 170' 180L 190 200- 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 4 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 Enclosed 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 208 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 1 60 25.3 29.6 34.4 39.5- 44.9 50.7 56.8 63.3 70.1 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 4 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 Enclosed 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 5 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 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 FI-12194-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 TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind,Pressures for Soffits in Exposure.C--', 1!Building Type' , Zone, Mean Roof" Height ( ft)-- Basic Wihd!Sp&ed mph) - k . 1"201 13b 140' 150 4',-1160 1 70 1 190,, 200 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 4 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 Enclosed 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 20 26.7. 31.4 36.4 41.8 47.5 53.7 60.2 6TO 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 5 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85:8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 4 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 Enclosed 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 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 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. It CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits -in Exposure D - Building, Type'- Zone, _ 7 Mean • Roof'. Hei ht' ft Basic Winds eed:mph) 120 130 1-40_ ' 150 - 160: 170 180 { 190. 200 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 4 40 29.4 34.5 40.0 45.9 52.2 58.9 1 -66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 Enclosed 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95 7 5 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 4 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 Enclosed 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 5 40 18.8 22.1 1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 1 31.6 35.9 40.5 45.4 1 50.6 1 56.1 ALC15001.2 , FL12194-R5 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC 3/8" F-Channel 3/8" 3/8" J-Channel I-3/4"-- 1/8" HEM T 17 3/8' ISOMETRIC VIEW 3/E" PROFILE ISOMETRIC VIEW 3/1' 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 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 D Tascla 1/8" HEM 5 3/4" 1/4" 7/8" 6'•FASCIA ISOMETRIC VIEW 7" BLANK 7 - 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. CREEK TECHNICAL SERVICES, LLC 16" Q4 Soffit 18" BLANK 3_ / 8 PROFILE z rs Mr c sa-nv d ooao 00 ooaoo o oo w o oo 000a ALUMINUM COILS, INC Soffits Appendix D ALC15001.2 FL12194-R5 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 3 1/8" S/16" 3/4" ALUMINUM COILS, INC Soffits Appendix D 7/8" 31/8" 1/2"/ 1/2" 1/2" / 1/2" 1/2" 1/8" 1/Ir 3/8" 42V TVP o 12s•TrP 13.75" BLANK 217'-W a aood o000 a000a oa000 o aoo END OF REPORT ALC15001.2 FL12194-R5 Page 4 of 4 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shalt 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 N. Ytir. \. fly.- `. -,.i t;^.t•c Iyi j'- =ii i r . BCIS Home I Log In User Registration Hot Topics j Submit Surcharge Stats & Facts Publications FBC Staff i BCIS Site Map I Links Search j b a p r I} . "" Product Approval P__ I t{ USER. Public Userd Product Approval Menu > Product oror AlSearchSearch > Application List > Application Detail FL # ti 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 IKO Industries, Ltd Address/ Phone/Email 40 Hansen Road South Brampton, NON -US L6W 3H4 706) 496-2800 Ext200 rmetzDOI@tampabay. rr.com Authorized Signature Robert Metz rmetzOO1@tampabay. rr.com Technical Representative Bob Metz Address/ Phone/Email REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727) 776-5261 rmetzOO1@tampabay. rr.com Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Don Shaw IKO Industries LTD 120 Hay Rd. Wilmington, DE 19806 717) 579-6706 don. shaw@iko.com Roofing Asphalt Shingles Certification Mark or Listing FM Approvals - CER Locke Bowden 26 Validation Checklist - Hardcopy Received Standard ASTM D3161 modified to 110 mph ASTM D3462 ASTM D7158 Class H ASTM E108 Year 2009 2009 2008 2007 http:// www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3 K6... 9/7/2017 Florida Building Code Online w Page 2 of 3 1 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Cn-- of Prn,11—tc Method 1 Option A 06/28/2015 06/30/2015 07/06/2015 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 .pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15.i)dfDesignPressure: N/A Other: FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 .)df Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 11 IKO-133-02-01 Letter - Installation Instructions for FBC FL7006.odf Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 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 DdfDesignPressure: 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.pdf FL7006 R9 II IKO-133-02-01 Letter - Installation Instructions for FBC FL7006.pdf 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 .pdFApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15.pdfDesignPressure: 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-133-02-01 Letter- Installation Instructions for FBC FL7006.pdt . FL7006 R9 II Roofing-Products-Leadino-Edoe-- Plus- Application-EN(l) 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. org/pr/pr_dpp_dtl. aspx?param=wGEVXQwtDgse7mYB d2b3 K6... 9/7/2017 Florida Building Code Online Page 3 of 3 r w 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 .Ddf FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15.Ddf FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 .Ddf Quality Assurance Contract Expiration Date 12/20/2020 Installation Instructions FL7006 R9 II IKO-133-02-01 Letter - Installation Instructions for FBC FL7006.Ddf Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee Fi. 32399 Phone: 850-487-1824 The State of Flonda is an AA/EEO employer. Coovrioht 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 emads provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here Product Approval Accepts: o ONONEi a CredR Card - Safe http://NA ww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3K6... 9/7/2017 v 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-Hipand Ridge 12_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: /f .,% /; ,/ C Signed: rC: % 'mac c Brad Grzyboviski Duc T.M u en Managing Dfrector Florida Reg1stere 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. 813-621-5840 e-mail malenalstesting@pncmt com WebSite httpJhvww.pncmt corn 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 1-12" 1-1 T SEAl1NG STRIP — — — — — I I Qr I I Fit-718" NAILS NAILS DO NOT NAIL INTO OR ABOVE THE SEALING STRIP PRI Construction Materials Technologies, LLC 6412 Badger Dnve Tampa, FL 33610 Tel 813621-5777 Fax 813-621-5840 e-mail malenalstestmg@pncmt com WebSile http'1/www pncmt com w IKO Installation Instructions for Asphalt Shingles Page 3 of 5 IKO Laminated Shingles Application Instructions t 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 (60°) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-7/8". NAIL LINE 63,8t NAILING - STEEP SLOPES APPLICATION Use sic nails as shown. r CEMENT PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PRI Construction Matenals Technologies, LLC 6412 Badger Dnve Tampa, FL 33610 Tel: 813-621-5777 Fax• 813-621-5840 e-mail: materialstesbng@pncmt.com WebSite.http./twww.pncmtcom I f IKO Installation Instructions for Asphalt Shingles Page 4 of 5 IKO Hip and Ridge 12 Application Instructions ASTM D3161, Class F — IKO Hip and Ridge 12) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide. These shingles are designed for a 5 1/8" (130 mm) exposure. (For a neater appearance, the top of each side of each piece has been factory trimmed on a 1" (25 mm) taper (see drawing). Bend each piece over the hip or ridge, and nail 5 5/8" (143 mm) above the butt edge 1" (25 mm) in from each edge, exposing each piece 5 1/8" (130 mm). Apply hip pieces starting at the lower end of the hip, working up toward the ridge. On hip roofs, apply ridge pieces starting at each end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end opposite to the prevailing wind direction and continue to the other end. Note: To obtain a three-dimensional effect, (which is recommended, but not required), apply hip and ridge shingles double thickness by stacking 2 pieces on top of one another, the lower piece extending about 3/4" (19 mm) further than the top piece (see diagram). The final shingle should be set in cement, and the exposed nail heads of the final shingle should be covered with cement. Prior to application in cold weather, storing the shingles in a heated area will allow for easier bending. NOTE: SHINGLES MUST BE APPLIED PROPERLY. THEYARE DESIGNED FOR USE AS HIP AND RIDGE SHINGLES ONLY, AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS. WE ASSUME NO RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POOR APPLICATION OR FAILURE TO PROPERLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS. REVIEW ALL APPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS, AND REQUIREMENTS PRIOR TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS. TAPER CUT PRI Construction Materials Technologies, LLC 6412 Badger Drive Tampa, FL 33610 Tel, 813-621-5777 Fax 813-621-5840 e-mail, materialstesting@pncml.com WebSite. http /hvww.pncml.com y IKO Installation Instructions for Asphalt Shingles Page 5 of 5 IKO Leading Edge Plus Application Instructions ASTM D3161, Class F — IKO Leading Edge Plus) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. 1. Apply any underlayment, eave protection, valley flashings, or drip edges to roof deck as required 2. Each 39 3/8" x 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 mm to 100 mm) from the eave edge, 4 nails per shingle. 7. Apply roof shingles as per the instructions printed on each product's package. Make certain the first course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus. In this way, the sealant on the IKO Leading Edge Plus shingles will adhere to the first -course field shingles and help keep them from lifting in high winds. t PRI Construction Materials Technologies, LLC 6412 Badger Drive Tampa, FL 33610 Tel 813-621-5777 Fax 813-621-5840 e-mail matenalstesting@pncmt.com WebSite http./Mww.phcmt.com i Florida Building Code Online Page 1 of 2 trJ wi r. •a r.,'sYy.H `: - - t - tt Y + Y 1 .tom. ... - _ 4' 'r 'i?';7 • •. ': . ,yr F " :.inicri BCIS Home Log In User Registration Hot Topics j Submit surcharge j Stats & Facts f Publications FBC Staff c BCIS Site Map L.'s Search Ronda 5 .' Product Approval A USER, Public User="-Mr1tV Product Approval Menu > Product or Application Search > Application Lis > Application Detail FL # FL2346-R5 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Warrior Roofing Manufacturing Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext115 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 Ext1024 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 Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year ASTM D226 2006 ASTM D4869 2005 Equivalence of Product Standards Certified By Y.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=wGEVXQ"DgtOc8bnSknRps9... 9/7/2017 Florida Building Code Online Documentation from approved Evaluation or Validation Entity :)Yes ONo ON/A Product Approval Method I Method 1 Option B 1 Date Submitted 02/13/2015 Date Validated 02/13/2015 Date Pending FBC Approval Date Approved 02/19/2015 Summary of Products Page 2 of 2 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 Ins allationIn5tru4tl ns. f 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.odf 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.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 15w Test Reoort.odf Other: Primary roof covering should be installed FL2346 R5 TR 3 w Test Re ort.Ddf immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Flonda is an AA/EEO employer Cooyriaht 2007-2013 State of Florida. Privacy Statement Accessibility Statement : • Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail If you have any questions, please contact 850 487.1395 'Pursuant to Section 455 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the.Department with an email address 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: L-= ®`,r" l. Credit Card' Safe http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtOc8bnSknRps9... 9/7/2017 WARRIOR& ROOFING MANUFACTURING P.O. 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) 207.0775 k 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 valley Xo_ihsure prope wwater shedding.a,-= A" _ 1". IJ. fI 'i - In ilc `; •%:;rl+... In the event some wrinkles are created while fastening down a course of felt, slice the i wrinkles and fasten them flat to the deck. Then seal the cuts with waterproofing cement. Installation of the primary roof covering (ex. Shingles) is recommended immediately after felt installation. NOTE: LOCAL BUILDING CODES MAY REQUIRE A DIFFERENT FASTENING PATTERN AND/OR SPECIFIC FASTENER TYPES THAN RECOMMENDED BY THESE INSTRUCTIONS. PLEASE CONTACT YOUR LOCAL BUILDING CODE ADMINISTRATOR FOR THE EXISTENCE OF REGIONALLY SPECIFIC FASTENING REQUIREMENTS. I CITY OF SANFORD BUILDING & FIRE PREVENTION n' PERMIT APPLICATION TAD, m3 Application No: I? .33 b 9mu Documented Construction Value: $ Job Address: 1 43 r7 1, 1(,LX I ) i o _ 0 oq Historic District: Yes No Parcel ID: Residential --Commercial Type of Work: Nevj,1AAddition Alteration Repair ' Demo Change of Use Move Description of Work: Plan Review Contact Person: Phone: Fax: Name Street: Title: Email: Property Owner Information Phone: Resident of property? Contractor Information Name ?" e2Lj Phone: SL-3-9/•3 403 CA .Q3 :Z Street: jD3 q _S ip21- Q.,t: Fax• City, State Zip:--rqp/1L 5 (,13 State License No.: 005 y09 Name: Street: City, St, Zip: bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards ofall laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etN _ 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 Rev1red - tune 30. 2015 Pennit Application OTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be ound in the public records of this county, and there may be additional -permits required from other governmental entities such as water _ nanagement 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 an ping. Signature of Owner/Agent Date4(gnatureorcoorMjnt qlto Print Owner/Agent's Name Signature of Notary -State of Florida n Date Owner/ Agent is Personally Known to Me or - Produced ID . Type of ID Print Contractor/Agent's Name Signa` uOr`Paaf, tary-State pU a: OtClalr Dat 44 doJmmission # GG151707 FYoires: October 15, 2021 V bolluw lfllu nulu11 Contractor/ Agent is Pe sonally Known to' I__ e Produced ID Type BELOW IS FOR OFFICE USE ONLY Permits Required: Building El ectrical Mechanical Plumbing Construction Type: Occupancy Use: Total Sq Ft df Bldg:. Min. Occupancy Load: Gas Roof Flood Zone: - of Stories: - - New Constructjon: Electric - # of Amps_ _ _ Blumbibg -# of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit:' Yes ' No APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: WASTE WATER: FIRE: BUILDING: Permit Application PROPERTY OWNER OR HIS AGENT: PARK SQUARE HOMES ADDRESS: 5200 VINELAND RD CITY: ORLANDO I STATE: FL CONTRACT AGREEMENT PAGE 3 OF 4 JOB NAME: '. wD IAly DATE: 6/21/2017 "PSVE DocuMENT: ELECTRICAL CONTRACT REVISED PEc: LEVEL I — WITH CFL BULBS IFUEL: GAS/ELECTRIC MARKE'i: ORLANDO crrY: SANFORD STATE: FL WYNDHAM PRESERVE PLAN SERVICE SIZE SQ FT A/C SYSTEM PRICE BARCELONA 200A 2392 10-kW HEAT 240V, 60A 6,663.00 5-TON AC 240V, 50A CARNIVAL 200A 2402 10-kW HEAT 240V, 60A 61667.00 5-TON AC 240V, 50A CYPRESS 200A 3449 10-kW HEAT 240V, 60A 8,477.00 5-TON AC 240V, 50A GLASTONBURY 200A 2798 10AW HEAT 240V, 60A 6,992.00 5-TON AC 240V, 50A MADRONA 200A 2091 8-kW HEAT 240V, 50A 5,740.00 4-TON AC 240V, 40A WARGATE II 200A 1966 8-kW HEAT 240V, 50A 5,455.00, 4-TONAC 240V, 40A MELBOURNE 200A 2107 BAW HEAT 240V, 50A 5,701.00 4-TON AC 240V, 40A MILAN 200A 1349 5-kW HEAT 240V, 35A 4,279.00 3-TON AC 240V, 30A PEMBROOKE 200A 2570 10AW HEAT 240V, 60A 6,281.00 5-TON AC 240V, 50A PENNSACOLA 200A 2570 10-kW HEAT 240V, 60A 6,616.00 5-TON AC 240V, 50A CONTRACTOR/OWNER: DATE: EDMONSON ELECTRIC: z .ram - DATE: zz_ 1034 Skipper Road . Tampa, FL 3 13-Phone:(813)910-3403 Fax:(813)910-8546 • www.EdmonsonElectric.com FLORIDA LICENSE 0 EC13005408 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 7- 33a q Documented Construction Value: $ (Mao Job Address: Historic District: Yes No Parcel ID: Residential [ Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: Plumbing New Residential Construction Plan Review Contact Person: Khrissv or Jamie Phone: '407-323-7515 . Fax: 407-323-8954 Email: Name Street: City, State Zip: Name Advantage Plumbing, Inc. Street: PO Box 1117 City, State Zip: Sanford, FL 32772 Property Owner Information Phone: Resident of Contractor Information Phone: 407-323-7515 Fax: 407-323-8954 State License No.: CF-CO57881 ArchltectlEngineer Information Name: Phone: Street: City, St, Zip: Bonding Company: Address: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. , Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 1053 Shall be inscribed with the date of application and the code in effect as of that date: 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 faoderal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of owner/Agent Date Prig Owner/Agent's Name - Signature of Notary -State of Florida' - - " Date ` Owner/Agent is Personally Known to Me or Produced ID Type of ID 1/I1/18 signature of Contractor/Agent Date A. Thomas Smith Print or/Ajettt's Name i J /11/18 Stgns rc-otary-St a of okr a Date pfl NOTARY PUBLIC STATE OF FLORIDA Cats * GG13ti S Ezpifea 8l21/2021 Contractor/Agent is X Personally 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: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes No # of Heads Plumbing - # of Fixtures Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: Juno 30, 2o1S Permit Application e CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION vpApplicationNo: )-3 Documented Construction Value: $ 4420 Job Address: 2437 Waxwing Way Historic District: Yes No Parcel ID: Lot 163 Residential ® 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 and ventilation Plan Review Contact Person: Adlyn Rodriguez Title: permit clerk Phone: 407-975-2762 Fax: _ 407-629 9307 Email: permitting@onestopcooling.com Property Owner Information Name Park Square Homes Phone: 407-529-3000 Street: 5200 Vineland Rd #200 City, State Zip: Orlando, FL 32811 Resident of property? : Contractor Information Name One Stop Cooling & Heating, LLC Phone: 407-975-2762 Street: 7225 Sandscove Court Fax: 407-629-9307 City, State Zip: Winter Park- FL 32792 State License No.: CAC 032444 ArchitectlEngineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code In effect as of that date: S" Edition (2014) Florida Building Code Revised: June 30, 2015 1 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 thc,public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ]CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied'to your permit fees when the permit is issued OWNER'S AFFIDAVIT: I certify that all of the fore oing information is accurate and that all work will be done in compliance with all applicable laws regulati tg tstructip and zoning. 1 /29/2018 Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type, of ID of Kevin Stine Print Contractor/Agent's Name Signature Date KELLY WEBSTER Notary Public - State of Florida Commission # FF 978034 My Comm. Expires Apr 4. 2020 Contractor/A et t smin Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Revised: June 30, 2015 UTILITIES: FIRE: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Pennit Application f DESCRIPTION AS FURNISHED: Lot 163, WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. AUNDARY FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America LOT 17J LOT 172 LOT 771 N 89R4051 " E i 40.00'I eF- LOT 163 20,00' 20,00' d15r. 5.00' fjr 16.0' M79n?• '10 OQ 5 00" 14.0' - W N 1.1 FORMBOARD FOUNDATION O 6 TOFF TOP OF FORM FORM p 10AVERAGE=30.41' uLOT162O O OS LOT 154 O 0 ^ 0I 40 5.00' .7' h n 4.0' 1B'J' 5.00'• 5 S 25.00' 25.00' 10' UTIL. ESMT ry A 156.00' B.a.) N 89R40'51 E - 40.00' 11,0/IlelSETBACKSASFURNISHED FRONT - 25'(-) SCAR = SIDE - 5' ' LOT) TYAXTYING XA Y7.5, (60' LOT) 10' (75' LOT) 50' PRIVATE ROAD) SIDE STREET = 25' (60' & 75' LOT) 75' (40' LOT) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM PLOT PLAN AREA CALCULATIONS OF (2) IN SUCCESSION AT 25' TOTAL LOT AREA 4,400 f SQUARE FEET PROPOSED = FINSHED SPOT GRADE ELEVATIONS FLATWORK ON/OFF LOT - TOTAL t SQUARE FEET FLATWORK • PER DRAINAGE PLANS DRIVE 400/ i1D- 5101SQUARE FEET FOUNDATION/PA° 1,740 f SQUARE FEET PROPOSED DRA M4GE FLOW '. 40 WALKS 40/ 200- 240 t SQUARE FEET REAR PA710 103 t SQUARE FEET LOT GRADING TYPE A Gj> QOSO FRONT PORCH DECK 72 t SQUARE FEET Soo 2,034/ 1JO - 2.164 t SQUARE FEET POOL DECK N/A f SQUARE FEETPROPOSEDFFPERPLANS - 30.4' Q NOTE FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CUENF • NOT FIELD VERIFIED GRUSE, VHEYEfR-SCOTT & ASSOC., INC. - LAND SURVT`-r0RS i` 1HD atom R • MT RCA. • R91fIt OR Ll1f 5400 E. COLONIAL DR. ORLANDO. FL 32807 (407)-277-3232 FAX (407)-658-14J6 ROLES r • F¢LO M TtttUL V . uoi RDr fAt R9wr v REVUrtE CMRVATURc 94A R® RC.G RORrt DI CUlOVAO CWATUIE 1. THE UNORAOVAD DOES IIEI¢II aMYT MAT 1195 5UMET MEEM ME STMN4OS OF PRALiri SET FUM MY ME FLOWA IDARO OFIR GL . CA1QAM[nt ME. • MD1AL XT LR. •/ RLI AS% MA 1/2. 1R, nOM-RADUAL M Iltl•FS110N4 SURVEYOR AND MA PM N CWMR 31-17 FLONM KVMISTMMr OWE P(AtS— SIX7p A72027. FLORAN Sf TUGS L I. U= 01MMU RIM SIAI =" SpR4ANRC AHU OWONNL K400 SFM. T SURVEY AW M LT Z ARE A'aT VAW REC RfI3MRCR VF. • vrTNC32 RORIt a rxa ST. A Ras FRVMmFROMDIMENYAR1L1raRxVIMINroM[ wmnDR. nmee wr r o MrR RlSIIUCRONf R.O c. Ra1RT f1I K91. CKG GLCUATU Rlt[. MINT CORGILCNEMI AJl FURIA{[M RLFOARCC MMIQR ir. : D ORUNDOWO DROKTHIS RROFEKE L l OMERKSE 9N1171 4, ra llfAloEpIlOUNpNRRCNEFOPINKruuscnT1meELry , MMI : INu 40 .•, - nLa3sa sC'fSAut Lone OF a n93 sTAnE1' o rREFARso FOP rHr sac IOlvrr ar TIA)S[ CLRIF¢D ro AND s7auo Mar a Rn1m IPLv7 n AN1" orHeR rN1rn E ME RNVSC{KT RN RFAR-vT Ill . ICROMAIR CSNT . [ASEKM 11a . MSC SEM@5 7 pIEG'EI,`6 SIpAN !IM TL[ LOWrAl OF NFROYDI[NIS MUCGN SMOLra NOT H USFO ro IOIAMRY wcc 7 rAww+, Mr AMO ON Ma UME SM" AS aSE sfARMC (u,1 AME MUfn . TtADurd94ONEiEYTgN3. rlINEICMCMSIDORKA•iONK 4200RK KIRIIIGL Mi1/Y OF f121, IN1L53 aMCRMTSE MTf0. 3M DIG L1NpLLUR1 QWX CUUMTE OF AUMOITLAYMN Iha 4LE. inFG - Vm0 1V1C[ rn nTne SLOCE or cARVATuc SO4LE -- 1 - 20' — CMWN BY.R.C. 0I. Rmrr rT . 1W OF TMEOLY f[Ox CERTIFIED Br M1F ORDER i a • MnM PLOT PLAN 10-2h2017 1697-17 L w<Lom. IQTA FORMBOARO FOUNDATION/ELEVS. 01-11-18 233-I8 9 D U' DI1RL - CMfuW RNRinf NORTH THIS BUTLMG\ PROPERrY DOES Nor LIE RTMIN THE 6TABLISHFD }00 YEAR FL000 PLANE AS PER Z.CRUSEN EVER, R.L.S / 4714 JAM S W. SOOn, R.LS / 4601 ZONE -t• MAP / 12217CO090 F (09-26-07) 0 UNIVERSAL UES Project No: 0110.1700817.0000 Workorder No: 9353829-1 ENGINEERING SCIENCES Report Date: 1/25/2018 Consultants In: Geotechnical Engineering • Environmental Sciences 5 eophysical Services • Construction Materials Testing • ThAhold Inspection { Nilding Inspection • Plan Review • Building Code Administration 0 1 I ; - 3532 Maggie Blvd, Orlando, 32811 • P: 407.4210504 • F: 407.423.3106 njr) (WY In -Place Density Test Report c Client: UES Technician: Tristin Kegler 5200 Vineland Road, Suite 200 1 Orlando, FL 32811 D) t LDate Tested: 01/25/2018 Project: Wyndham Preserve, House Lot Testing ra & Area Tested: (Lot 163) 2437 Waxwinq Way Tvae of Test: Material: Native Field: ASTM D-2937 Drive Cylinder Method Reference Datum: 0 = Bottom of Footing Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range Maximum Density pcf) ptimum Moisture Field Dry Density pcf) Field Moisture Soil Compaction Native Depth inch) : Pass or Fail 1 ` East Tooter 0-1 ft 106.8 10.6 109.3 7.2 102 N/A Pas: 2 South Footer 1-2 ft 106.8 10.6 111.6 7.7 104 N/A Pas: 3 West Footers 1-2 ft 106.8 10.6 111.5 7.0 104 N/A Pas: 4 Northeast Comer of Pad (TOF) 1-2 ft 106.8 10.6 110.0 6.7 103 N/A Pas: 5 Southwest Corner of Pad (TOF) 1 2-3 ft 1 106.8 10.6 1, 112.E 1 8.1 105 N/A Pas: Remarks: TOF= Top of Fill r-- Tn nn{ahl:.•{. a m..h.a/ nmMntinn {n I /n6...rn al r ./:nnM {hn O..LI:n and n..n•el..no all mnnr{n am n..Am:I{erl .... nn.,Arinn{:al nmwrh. nF ....r-1;—#n and W It Duct Leakage Test Report f F Prescriptive or Performance Method Jurisdiction:Sdv Permit #: F? 3 3o Job information Builder: vo_t c4cleegX),efommunity: W,(na,6ptmPreselL Address: -Ze-1 77 Unit: City: S4Wz>rCf State: Zip: Z _T7 3 Du_ ct Leik6jeTest Resui- It's' O..Prescriptive Meth d I e r f6'rin' 6rMethod System 1 Z, I. D cfm25 System 2 cfm25 System-3 cfm25 Sum of any additional systems cfm25 Total of all systems cfm25 OPrescriptive Method cfm25 (Total) To. qualify as "substantially.leak free" Qn must be less ffian or equal to 0.04 if air handler unit- is installed. If air, h'andler unit is not installed, Qn Total must- be.less than -or equal to 0-.0.3. This testing method meets the requirements in accordance . with Section- R403.2.2 1 7` OPerformance method cfm25 (Out or Total) To, qualify. as "substantially leak free" Qn.mu'st not be greater than the 17D j3qq o2- b proposed duct leakage Qn specified on 'Form R40-5-2014, Qn Total of all Totzfl Conditioned Leakage Type selected Qn specified on Fdirm' 1, systems Square Footage on Form R405-2014, _ R405-2014 ffnergy Co1c) Energy Co1c) , IMPASS [:]FAIL I -E Je' stin ompany j- 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: Signature of Tester: Printed Name of Tester: I License/Certification#: Issuing Authority: RESNET Envelope Leakage Test Report Blower Door Test) R402.4.1.2 Compliance jurisdiction: O Permit #: / -7 _ 370 Job Information Builder: P4,eK S 1tq,-e Community: rO-Prt Address: Z y 3 7 xcJ; , (J , Unit: City: A F d State: G, Zip: 3 2, - 3 Air Leakage Test Results Passing results must be 7 ACH(50) or less q Method for calculating building volume: x 60. 1 = -5'-73 O Retrieved from architectural plans CFM(50) Building Volume ACH(50) f Code software calculated M PAss FAI L O Field measured and calculated tester initials If ACH(50) is less than 3: A ventilation system is installed in the home and has been verified by tester. (Required) Certification of Test Results R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure or 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), F.S. or individuals licensed as set forth in Section 489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Testing Company Company Name: 15 Lightyears, Inc. Phone: (855) 438-1515 1 hereby verify that the above Air Leakage results are in accordance with the 5th Edition Florida Building Code Energy Conservation requirements Section R402.4.1.2, Climate Zone 1 and 2. Date of Test: 1 Signature of Tester: Printed Name of Tester: cs e License/Certification #: S G Issuing Authority: RESNET DESCRIPTION AS FURNISHED: Lot 163, WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. BOUNDARY FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America LOT 173 1 REC. 1/2" I.R. NO 1. D. i AVC- 1.XB16 LOT 172 N 89040'51 " E 40, 00' LOT 163 1 1 20.00' 20.00' 3.5'x3.5' AC PAD j 14.0' T COV'D. 16.0' ri BRICK r< 14, 0' LOT 171 I REC. 1 /2 " I.R. NO I.D. 5.00' ONE STORY w RESIDENCE F.F.= 30.47' C M LOT 162 oy, o Io a, o 0 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 OF (2) IN SUCCESSION AT 25' 5.00' 6.7' . n COV'D. S 4.0' BRICK 10, 7' o Aci 19.3, BRICK 16' WALK BRICK DR. 5.00' LOT 164 10' UTIL, h p, ESMT. 156.00' REC. 112" I.R. 5' CONC, WALK REC. 112" I.R. NO I.D. NO I.D. ONLINE (B.B.) N 89*40'51 " E ONLINE 40.00' IVG" XAXXINC TrA Y 50' PRIVATE ROAD) PLOT PLAN AREA CALCULATIONS TOTAL LOT AREA 4,400 f SQUARE FEET PROPOSED — FINSHED SPOT GRADE ELEVATIONS FLATWORK ON/OFF LOT = TOTAL f SQUARE FEET FLATWORK PER DRAINAGE PLANS O DRIVE 4001 110= 510 t SQUARE FEET FOUNDATION/PAD 1,740 t SQUARE FEET PROPOSED DRAINAGE FLOW OS c WALKS 401200= 240 t SQUARE FEET REAR PATIOFRONTDECK102tSQUAREFEETLOTGRADINGTYPEA Oe SOD 2,0341 130 = 2,164 t SQUARE FEET POOL DECK N/A f SQUARE FEET PROPOSED F.F. PER PLANS — 30.4' NOTE., FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CLIENT • NOT FIELD VERIFIED CRUSEINffE_M?-SCOTT & ASSOC., ANC - LAND SURVEYORS LEGEND - LEGEND - 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436 PLAT PBL. • POINT ON LIFE NOTES: F FIELD TYP, TYPICAL I.P. IRON PIPE P.R.C. POINT OF REVERSE CURVATURE I P.CM -IRON ROD P.C.C. POINT Or COMPOUND CURVATURE I. THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARO.S OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF C M CONCRETE MONUMENT AD. RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 471027, FLORIDA STATUES SET IP 1/2• IR •/BLB 45% NA NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL. THIS SURVEY MAP OR COPIES ARE NOT VALID RFC RECOVERED Y.P. WITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR. THERE MAY BE OTHER RESTRICTIONS PO BEGINNINGRPOINTOrBCALC CALCULATED OR EASEMENTS THAT AFFECT THIS PROPERTY. P. O.0 POINT OF COMMENCEMENT PJN.M. • PERMANENT REFERENCE MONUMENT t - CENTERLINE FF. - FINISHED FLOOR ELEVATION 4, NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. NLD • NAIL t DISK BUILDING SETBACK LINE N.L.BM5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTITY. P/ W -RIGHT-nr-WAY BENCHMARK 6. OWENSKINS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES ESMI. EASEMENT 2.L BASE BEARING 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE UNE SHOWN AS BASE BEARING (B.S.) DRAIN • DRAINAGE 8. ELEVATIONS, IF SHOWN, ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM OF 1929, UNLESS OTHERWISE NOTED. UTIL UTILITY CLFC CHAIN LINK FENCE 9. CERTIFICATE OF AUTHORIZATION No. 4596. VD. FC WOOD FENCE C/ D CONCRETE BLOCK SCALE N 1- DRAWN BY. *•* 2O' — PC - POINT OF CURVATURE P. T POINT OF TANGENCY DESC. DESCRIPTION DESD. CERTIFIED BY: DATE ORDER No.. R PLOT PLAN 10-24-2017 4697-77 L • ARC LENGTH FORMBOARD FOUNDATfON/ELEVS. O 1-1 1-18 233-18 D DEL TA C CHORD FINAL/ELEVS04-25-18 2520-18 C B CHORD SEARING NORTH THIS BUILDING\ PROPERTY DOES NOT 'LIE WITHIN ---UIOE 1A— ' THE Eti TABLISHED 100 YEAR FLOOD PLANE AS PER -FIRM" M EVER, ONE X. MAP 112117CO090 F (09-28-07) R.LS I Duct Leakage Test Report L Prescriptive or Performance Method jurisdiction: c 50C Permit 3 34D 7 Job Information Builder: 1p42/ u9!t &Yltf ommunity: Lj nCA h RM,P,eS elio-tC lo' Address: 2e/ 37 14A,<t n jJ'a unit: City: S,4n- ,"CJ s State: 11 'Zip: 3Z —7-7 3 Duct Leakage Test Results 0 0PrescriptiveMethod Performance Method . System t' Z-], D cfm25 System'2 cfm25 System 3 i' cfm25 um of any dditional systems cfm25 Total of all systems 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 Z 7• Oil t I Sq 9 - ' o4o Qn Leakage Type selected Total of all TOO conditioned Qn specified on Form systems Square Footage on Form R405-2014 R405-2014 (Energy Calc) Energy Ca1c) PASS FAILF_ Testing Company Company Name: 15 lightyears, Inc Phone: (855) 438-1515 I hereby verify that the above duct leakage testing results are in accordance with the Florida Building Code requirements with theselectedcompliancepathasstatedabove, either the Prescriptive Method or Performance Method. Date of Test: / Signature of Tester: Printed Name of Tester; ' r ` et license/Certification #: Save fy Issuing Authority: RESNET CERTIFICATE of ACHIEVEMENT THIS ACKNOWLEDGES THAT Michael Estrera HAS MET THE STANDARDS REQUIRED BY RESNET, AS A CERTIFIED HERS RFI RFIf 51684V OCTOBER,20 l 2017 SIGNED, Nicholas Barry, RESNET QAb & TRAINER RESNET RESIDENTIAL 9NORCY SERVICES NETWORK PEG. v I wn 1601 S US Hwy 17-92, Longwood, FL 32750 o (407) 898-5880 • fax (407) 894-8043 Certificate of Compliance for Termite Protection as required by Florida Building Code (FBC) 1816.1) 2437 Waxwing Way., Sanford, FL 32771 Address of Treatment or LotBlock of Treatment 1' Wood Treatment Method of Tennite Prevention Treatment — Soil Barrier, Wood Treatment, Bait System, or other (describe) The building has received a complete treatment for the prevention of subterranean termites Treatment is in accordance with rules and laws established by the Florida Department of Agriculture and Consumer Services per the Florida Building Code. 03/05/18 Authorized Signature Date of Treatment 3117-0025179 64405-2_ Business License # - EPA Registration # 1 CORPORATE OFFICE 315 Gmveland Street, Orlando, FL 32804-4052 • (888) 262-7739 • (407) 645.2500 • fax (407) 645-3570 • MasseySenices.com Subterranean Termite Protection Builder's Guarantee OMB Approval No, 2502.0525 exp. 05/3012018) This form is completed'by,the builder, Public reporting burden for this oo)lection of information Is estimated to average 5 minutes per response, including the time for reviewinginstructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. This Information is required to obtain benefits. HUD may not collect this information, and you are not required to complete this form, unless it displays a currently valid 0M6 control number. Section 24 CFR 200.926d(b)(3) requires that the sites for HUD Insured structures must be free of temrlle hazards. This Information collection requires a licensed Pest Control company to provide the builder a record of specific treatment information in those cases when if any method other than use of pressure treated lumber is used for prevention of subterranean termite infestation; When applicable, form HUD- NPMA-99-B must accompany the form HUD-NPMA-99- A, Builders, pest control companies, mortgage lenders, homebuyers, and HUD as a record of treatment for specific homes will use the information collected.- The information is not considered confidential, therefore no assurance of confidentiality is provided. This form Is submitted for'proposed (new) construction cases when prevention of subterranean termite Infestation is specified by the builder or required by the lender, the architect, FHA or VA. This form is to be completed by the builder. This guarantee is Issued by the builder to the buyer. This guarantee Is not to be considered as a waiver of, or in place of, any legal rights or remedies that the buyer may have against the builder, FHANA Case No,:. _ - Location of Structure(s) (Street Address, or Legal Description, City, State, and Zip): 243T Waxwing_Way, Sanford, FL 32771 Buyer's Name: Pest Control Company Applied Treatment (See HUD-NPMA 99B for treatment information) The undersigned builder hereby certifies that a State licensed or otherwise authorized pest control company (where required by State law) was the pest control company required the treatment materials and methods used to be In conformance with all applicable State and Federal requirements. All work required by the contract has been completed unless noted on HUD-NPMA 99B. Where not prohibited by applicable State requirements, the buyer, for an additional fee payable to the pest control company, may extend the protection against subterranean termites. Contact the pest control company listed on the attachment for further information. The builder hereby guarantees that, if subterranean termite Infestation should occur within one year from the date of closing, the builder will ensure the a licensed or otherwise State authorized pest control company will treat as necessary to control Infestations In the structure. This further treatment will be without cost to the buyer. If permitted by State law, the buyer may contract directly, at the buyerAElms expense, with a pest control company to Inspect the property on a periodic basis and use EPA registered products to control any Infestation. The builder will not be responsible for guaranteeing such contracted work. The builder further agrees to repair all damage by subterranean termites within the one-year builderbeT"s warranty period. This guarantee does not apply to additlons or alterations that are made by the buyer, which affects the original structure or treatment, Examples Include, but are not limited to, landscape and mulch alterations, which disturb the treated area and create new subterranean termite hazards, or interfere with the control measures. If within the guarantee period the builder questions the validity of a claim by the buyer, the claim will be Investigated by an unbiased expert mutually agreeable to the buyer and builder. The report of the expert will be accepted as the basis for disposition of the case. The non -prevailing party will pay the cost of any inspections made to Investigate the claim. For further information, contact your State structural pest control regulatory,'agency. All service must be In compliance with the International Residential Code. of Service: iiTgn1))te Bait System i:X lFeld Applied Wood Treatment I (Soil Treatment i ]Installed Physical Barrier System Builder Installed Subterranean Termite Prevention Using Pressure Treated Lumber The builder certifies that subterranean termite prevention was installed using pressure treated lumber only and certifies that use of the pressure treated lumber is In compliance with applicable building codes and HUD requirements Including Mortgagee Letter 2001-04, Note: Using pressure treated sills as a sole method of termite prevention Is NOT acceptable and violates the requirements of Mortgagee Letter 2001-04. Initial of Builder --. - Data Attachments: Builder's Company Name: Park Square Homes Phone No,; — Builder's Signature; Date:03/06116-_ _ collSumir Molllt4inindit Advtiory-RipA rclthd; lritrprgt¢d.•P.ost Mart4goingnt,foF PrvGrtttion,of Wond,b4stroytri0jrisbetg, 44bririiation regarding pfevvhllo _af,yropd:d4tadying lheect Infestation ls helpful to any property, oWaer interested in proteodng 16 structure -from 1pfesletiow, Any gWelure;,gan beattackedbyw6oddestr6yingInsects:: Periodla-rnailnterran ashoutd.lnpiuds mtadwlya to,ntlntrtilxo ptissibillilie-of Irifestetlmt In ontl aratrnd•o•itrrro t(rq,; Fo0talr which may le,,ed•tb Infistation fromr 04d dooftino I0erl .100gd$;fosvi InsUIatlCn;at ;fouhq@lion, eerth?erdod•,cont cl; fauity pradl,'flt4Wood'agatprit;sVucttlra, irisitf(icleat.veriUlatIOn,.trrols(ufe, wood debris 60'a, cot-,pace,,woodniulch';,tree,branches.fbuch7ng,structures,-landicape`tlmbers; and wood Tot. 5hopld.thes'e or other such condklons exist, corrective'mpasnyil#orild'b_e iNke t;byJ h@;ownor•tn:ordttr, to-}esluce.lhQ:ShanQeg at;•ibfestat>pnC;by wood destroying to acts, and the need for treatment. Aft original. and one copy Of this guarantee are to be prepared by the builder and sent to the lender. The lender providea one copy to the.buyer at closing'and incivaes a copy in the vA loan pacKsge or Muu insurance case binder. The builder sends one copy to the licensed pest control company wrllcrr performed the treatment. Attached is a copy of the state authorized. pest control companyAET"s New Construction Subterranean Termite Service Record, HUD-NPMA-99-B. Wamino:;`HUD will prosecute filse.etaIr t and statements; 'Conviction -may moult in criminal end1br civil penalties. (18 U.S.C.1001, 1010, 1012; 31 U.S.C. 3729, 3802) Form HUD-NPMA-99-A (08/2008) 525NewConstructionSubterraneanTermiteServiceRecordOMBApprovexp.D5/ 0/018) exp. D5/3D/2018) This form is.cemeleted'hv the t'UDIx: Feporring DUroen For mis coiiecliofl ej,1nyQjmponl8,"gmyllra,l0 average 75 minutew' pi tlle%p0ft0,,WJudinp,tt le'fir e'.f0(:feviowj .11111tltrucilorf@, 4eatcjling existing data sources, gathering and mairtialning the data needed, and completing end tjvionj ;joi c011jCIj9n Qf In 6f*0lf'"n1,Th 4jpfbn lei(oli;is required to obtain benefits. HUD may not collect this information, and you are not required to compfete this form, unless It displays a currently valid OMB control number. Section 24 CFR 200,926d(b)(3) requires that the s1te3 for HUD Insured structures must be free of termite hazards„ This Informatlon collected requires the builder to certify that an authorized Pest Control company performed all required treatment for termites, and that the budder guarantees the treated area against infestation for one year.. Builders, Pest control companies, mortgage lenders, homebuyers, and,HUD as a record of treatment for specific homes will use the infestation is specified by the budder, architect, or required by the lender; ecliltki' FHA, or VA. All contracts for services yragdtWlen-th4 PBst'Dt ntrOt,A,bijtli9nytilifd buUdeir, unless stated otherwise Section 1: G6nerau'lnforrnation pest Con'troltCompany Inf orma8on)-' -" Company Name: MasseyServices, Inc, Company Address: 3210 Clay Avenue, Ste. C City: Orlando State: FL Zip. 32804 Company Business License Not: 3117-0025179 Company Phone No.: 800-854-5586 FHAAtA Case No. (if any): - Section 2: Builder Information Company Name: Park 99p2re Homes Phone No. - Section 3: Property Information - -' Location of Structure(s) Treated (Street Address of Legal Description, City, State, Zip): 24,37Waxwin IVa anford 1 327T1 Sectlon 4:- Service Information - 1 Date( s) of Service(s): 03105/18 Type of Construction (More than one box may be'checked) X Slab Baaertlent,' raw/ ther Check all that applyt Q A. Soil Applied Llquld Temiticide Brand Name of Termiticide: EPA Registration No.; Approx, Dilution (° h):.- - -..- ", Approx. Total Gallons Mlx Applied: _ --_ _ - Treatment completed an ext{)rio : "J, Yes` TNq, r. S. Wood Applied Liquid Termiticide Brand Name of Termiticide. Boracare EPA Registration No.:64405-2 Approx. Dilution (%): 23 Approx. Total Gallons MIN Applied:2 Q C.- Bait System Installed Name of System: EPA Registration No.: Number of Stations Installed" D, Physical Barrier System Installed Name of System: Attach Installation Information (required) r Service Agreement Available? QYeB+ [:]No Peements td" be Issued. This form does not preempt state law, Note: SomestatelawsrequireserviceagAttachments (List): Comments: Name of Applicator(s): Masser Services, Inc. Certification No. (If required by State Law):3536 The applicator has used a product in accordance with the product label and state requirements,. All materials and methods used comply with stale and federal regulations. Authorized Signature: Date: 03/13118 Warning: HUD will prosecute felse claims and statements. Convictlon may result In criminal and/or civil penalties, (18 U.S.C. 1001, 1010, 1012: 31 U.S.C. 3729, 3802) i'. - Form HUD-NPMA-99-B (0812008) 1.11.1 massel New Construction Division SUBTERRANEAN TERMITE TREATMENT CERTIFICATE BUILDER GUARANTEE Builder Park _Square.Homes Acct # 8008146 Treated Property Subdivision Wyndham Preserve Lot # 163 Street Address 2437 Waxwing Way City, State, Zip Sanford, FL 32771 Treatment Information Mar 05, 2018 Boracare Treatment Date Material Used t This will confirm that the above referenced property was treated for subterranean termites on the treatment date indicated. MASSEY SERVICES, INC. does hereby guarantee that the material used in the treatment, its concentration rate, method and application comply in every respect with current regulations and the term iticide label as approved by E.P.A. and the State of Florida. BY: Authorized Agent of MASSEY SERVICES, INC, NOTICE TO OWNER SUBTERRANEAN TERMITE PROTECTION GUARANTEE REGISTRATION ACKNOWLEDGEMENT Your builder selected MASSEY SERVICES, INC. to provide the subterranean termite protection on your property. This protection provides you with retrt:atment-and-W . coverage at no cost to you for one year from the closing date (which must be provided below). In addition, as a new owner, Florida Law, Chapter 482.227 F.S. and 5E-14.105.3 provides that you shall have the option of extending this guarantee annually after the first year for no less than four (4) additional years, provided the previous year's renewal has been paid. (For protection coverage on FHANA Mortgages, refer to HUD Form NPCA 99A & 9913). If you have any questions relating to this coverage, please call our Customer Care Department at 888-262-7739. 1 acknowledge my understanding of the options available to me under the Florida Statues as outlined above, and by my signature below, I authorize MASSEY SERVICES, INC. to transfer the Subterranean Termite Protection Registration, currently in my builder's name, to: Name (please print) Mailing Address (if different from treated property) City, State, Zip Home Phone,( ) Business Phone ( ) Mobile Phone ( ) Email Address Signature Closing Date Financing (check one) Conventional FHA/VA Other Massey Services... Expect More... and Get I0