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3936 Night Heron Dr 18-742
r7 COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100001 BUILDING APPLICATION #: 18-10000101 BUILDING PERMIT NUMBER: 18-10000101 DATE: February 06, 2018 vzz 5d,30 UNIT ADDRESS: NIGHT HERON DRIVE 3936 17-20-31-502.0000-0740 TRAFFIC 20NE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: Park Square Enterprises LLC ADDRESS: 5200 Vineland Road, Suite 200 ORLANDO FL 32811 LAND USE: Wyndham Preserve TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3936 NIGHT HERON DRIVE/ WYNDHAM PRESERVE LOT 74 SFR DETACHED FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Single Family ROADS -COLLECTORS Housing 705.00 1.000 dwl unit 705.00 Single Family N/A Housing 00 1.000 dwl unit FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Housingg 54.00 1.000 dwl unit 54.00 Single Family CO -WIDE ORD Housing 51000.00 1.000 dwl unit 5,000.00PARKSN LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQQUEST WITHIN 45 CALENDARDAYSOFTHEDATEABOVE, BUT NO LATER TW CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT. THIS STATEMENT NO VALID IT IS NOT L r 0 0-7S" 0 GRANT MALOY, SEMINOLE COUNTY CLERK OF CIRCUIT COURT 1, COMPTROLLER BY, 9104 Ps 1319 QP9s) CLERK'S 0 2018037113 RECORDED 04/05/2018 03:08:27 PI1 RECORDING FEES $10.00 RECORDED BY ,ieckenro THIS INSTRUMENT PREPARED BY: Name: Michelle Brana Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 NOTICE OF COMMENCEMENT Permit Number: 16 " i k4 a Parcel ID Number: 17-20-31-502-0000-O,yO The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713. Florida Statutes, the following information is provided in this Notice of Commencement. 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address if available) 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of a new single family residence 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: Park Square Enterprises LLC 5200 Vineland Rd Suite 200 Orlando FL 32811 Interest in property: Fee Simple Fee Simple Title Holder (if other than owner listed above) Name: Address: 4. CONTRACTOR: Name: Park Square Homes Phone Number: 407-529-3000 Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 S. SURETY (if applicable, a copy of the payment bond Is attached): Name: N/A Address: N/A Amount of Bond: N/A 6. LENDER: Name: Fifth Third Bank Phone Number: Address: 5050 Kingsley Dr. MD: 1 MOC3J Cincinnati, OH 45227 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Phone Number: Address: 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713. PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. luVishaal Gupta, Executive Vice President Signature of Owner or Lessee. or Owner's or Lessee's (Print Name and Provide Signatory's Tide/Office) Auawrized Otficer/D rector/Partner/Manager) State of County of () rn knoQ - The foregoing instrument was acknowledged before me this day of r1 20 nt by Steno l f -1s _ Who Is personally known to me OR Name of person making statement who has produced identification type of identification produced: t.:. MICHELLE PARKISON Notary Public -Stale o1 Florida Commission p GG 157861 N.• , , Pi021 MyComm. Expires NovNav 5, BondedthroughNauan0NotaryAasn. t) 06CD, k-- Notary n ure CERTIFIED COPY GRANT NIALOY CLERK OF THE CIRCUIT COURT AND COMPTROLLER SEMINOLE COUNTY, FLORIDA DEPUrt Can, Date. J 1U 1.1 uire N U_ 6 its CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 16U. Documented Construction Value: S APOWA& l.S23o Job Address: 3936 Night Heron Dr. Sanford 32771 (Lot 74) Historic District: Yes No Parcel ID: 17-20-31-502-0000-0740 Residential M Commercial Type of Work: New 0 Addition Alteration Repair Demo Change of Use Move Description of Work: Construction of new single family residence Plan Review Contact Person: Michelle Parkison Phone:407-529-3135 Fax: Name Park Square Enterprises LLC Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 Title: Permitting Manager Email: mparkisonl&,parksquarehomes.com Property Owner Information Phone: 407-529-3000 Resident of property? : No Contractor Information Name Park Square Homes/ Vishaal Gupta Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 Name: Michael Thompson Street: PO Box 580937 City, St, Zip: Orlando, FL 32858 Bonding Company: Add ress: Phone: 407-529-3000 Fax: 407-529-3001 State License No.: CRC1330351 Architect/Engineer Information Phone: 407-734-1450 Fax: E-mail: dbec@engineer.com Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" 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. r?•Co • I 8 Signature of Owner/Agent Date Vishaal Gup1 Print Owner/Agent N • v •, MICHELLE PARKISON A : Notary Public - Slate of Florida Commission pGG 157861 My Comm. Expires Nov 5.2021 Honded UVOLO NahurW Notary Assn. to Me or Produced ID Type of ID 3 Sign re of Contractor/Agent Date Vishaal Gupta _ Print Contractor/Aeent s Name MICHELLE PARKISON Notary Public - State of Flud(le Commission 0 GG 157881 My Comm. Expirar Nov 5. 2021 Hwrxni unwlp U401 x Notary Aeen. Produced ID Type of ID 0 .&.18 to Me or BELOW IS FOR OFFICE USE ONLY Permits Required: BLlilding o ElectricalFf Mechanical X Plumbingo Gas[] Roof Construction Type: \16 Occupancy Use: 1Z.3 Flood Zone:)( -6: Total Sq Ft of Bldg: Min. Occupancy Load: Zt # of Stories: Z New Construction: Electric - # of Amps 247b Plumbing - # of Fixtures 23 Fire Sprinkler Permit: Yes No Gr # of Heads APPROVALS: ZONING: I UTILITIES: COMMENTS: ENGINEERING: 0-le- 2-(3-I&FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 38, y /` `^^P 3309(o WelI03fbn -A , &L Fire Alarm Permit: Yes No a WASTE WATER: BUILDING: SC 3•ZS-12 Revised: June 30, 2015 Permit Application M f CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1 2a Documented Construction Value: $ 150,000.00 Job Address: 3936 Night Heron Dr. Sanford 32771 (Lot 74) Historic District: Yes No Parcel ID: 17-20-31-502-0000-0740 Residential X Commercial Type of Work: New x Addition Alteration Repair Demo Change of Use Move Description of Work: Construction of new single family residence Plan Review Contact Person: Michelle Parkison Title: Permitting Manager Phone: 407-529-3135 Fax: Email: mparkisoneparksquarehomes.com Name Park Square Enterprises LLC Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 Property Owner Information Phone: 407-529-3000 Resident of property? : No Contractor Information Name Park Square Homes/ Vishaal Gupta Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 Name: Michael Thompson Street: PO Box 580937 City, St, Zip: Orlando, FL 32858 Bonding Company: Address: Phone: 407-529-3000 Fax: 407-529-3001 State License No.: CRC1330351 Architect/Engineer Information Phone: 407-734-1450 Fax: E-mail: dbec@engineer.com Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5i1 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 estirnated 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. a.& . 18 9 Signature of Owner/Agent Date Sign re of Contractor/Agent Date Vishaal Gupta Vishaal Gupta Print Owner/Agent' a Print Contractor/Age s N 2La•co•/e Name a--i8 Si f of -State of Florida Date i f o - t oiFlUggi e MICHELLE PARKISON MICHELLE PARKISONN. , t : = Notary Publle - Slate of Florida `' { • . E; : Notary Public - Slate of Florida CamiNealon q d018I8od ': a • ..; Comnussm # GG 157861 t f MY Comm. Expires Nov S. 2021 My Comm. Et plrbr Nov 5, 20 1 9artled ttutsph Nalinrgl NWaryAssn. Hunduuuftdsf1 XvI*A1aft Owner Agent rs_- a to Me or Contractor/ gen Is ersona y nown to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[-] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Fire Alarm Permit: Yes No UTILITIES: O ll 2f-/9 WASTEWATER: FIRE: BUILDING: Revised: June 30.2015 Permit Application REQUIRED INSPECTION SEQUENCE PARK SQUARE HOMES SFR-DETACHED 1 I f '_ Permit # /"?-7q 2- Address: aa3 & /V i o + J.rn 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 R 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 P187 I',= 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: 3936 Night Heron Drive Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-0740 Phone Number: 407-529-3000 Email: The reason for the flood plain determination is: 0 New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) O 'F CIA S• ONLY Flood Zone: x Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 18-742 Reviewed by: Michael Cash, CFM Date: February 13, 2018 1 1, 1 Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & FL1877 Landscaping in Right -of -Way www."nfordfl.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the L size and location of the existing right-of-way and use shall be provided or application could be delayed. C811e114rovWdi¢ 1. Project Location/Address:'-S9 to 4iQVNk V6Y-e-, N V2an-rror 2. Proposed Activity: i Driveway Walkway Other. 3. Schedule of Work: Start Date Completion Date Emergency Repairs 4. Brief Description of work: Construction of new driveway for new single family residence This application is submitted by. PeRY 2 Signature: ^•(_/ Print Name: Vishaal Gupta Address: 5200 Vineland Rd Suite 200 Orlando, FL 32811 Phone: ( 407) 529-3135 Fax: Email: mpaMsoneparhsquarehomes.corn Date: cO-G- 18 Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, 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 and u derstand the above statement and by signing this application I agree to its terms. Signature: Date: a - G • / A This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre - pour Inspection by: Date: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Special Permit Conditions: Official Use Only Fee: Date: Date: Date: Date: 2" 13 - 201 g Date: November 2015 ROW Use Onvewsy.pdf STATE OF FLORh A t DEPARTMENT Or-.USINESS•AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 2601 BLAIR STONE ROAD TALLAHASSEE FL 32399-0783 GUPTA, VISHAAL S PARK SQUARE HOMES 5200 VINELAND ROAD SUITE 200 ORLANDO FL 32811 850) 487-1395 Congratulations! With this license you become one of the nearly Z. one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range STATE OF F O IDA. L_ from architects to yacht brokers, from boxers to barbeque DEPARj6-k'.F—O ' BUSINESS AND restaurants, and they keep Florida's economy strong. PR0F.F,•S I.' OULATION Every day we work to improve the way we do business in order to serve you better. For information about our services, please CRC 1330351.r; - __ _ „©7/28/2016 to onto www.myfloridalicense.com. There you can find more^ impact a CERTIFIED RES@@, f'r Q .:.E OR information about our divisions and the regulations that9 P GUPTA,,VISHA t•- u_ „• ,- you, subscribe to department newsletters and learn more about the Departments initiatives. PARI<.SQt IAR` -i1E Our mission at the Department is: License Efficiently, Regulate - Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, r'7i;:'.-[S.C,ERTtFIEO urrdec• the-pro ttsior s or C'h.489. S. and congratulations on your new license! dan r AUrc.3r ias ;.,:-E Y, DETACH"H . R RICK SCOTT, GOVERNOR KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTIOR INDUSTRY LICENSING BOARD CRC T330351 The RESIDENTIAL CONTRACTOR Named'below•IS.CERTIFIED . ' Under the peovisions of Chapter 489 F.S. Expiration date: AUG 31, 20T8 N GI-JP.TA; 'VISHfiAL S' _ PARK SQUARE..L-tOME 520G?'VINELAJ 1QEb LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: o?• & - / p, I hereby name and appoint: David Mercer an agent of. Park Square Homes Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): e1 The specific permit and application for work located at: Street Address) Expiration Date for This Limited Power of Attorney: 19. 3l - 02o 8 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 _2_day ofTne)D, 2048 , by Vishaal Gupta who is q(personally known to me or who has produced identification and who did (did not) t n oath. S i&ature Notary Seal) Print or type name MICHELLEPAR: Ndary Notary Public - State of iW,!,5 Notary Public - Slateda Commisslon#GGCommission No. GG1 i5-l8(. I My Comm. Expires N21M Commission EX ireSsa ,5 oloolt Bondedha* Wordssn. y P Rev. 08.12) THIS INSTRUMENT PREPARED BY AND UPON RECORDING, PLEASE RETURN TO: R. Travis Retz, Esq. GODBOLD, DOWNING, BILL & RENTZ, PA 222 W. Comstock Avenue, Suite 101 inter Park, FL 32789 GRANT MALOY, SEMINOLE COUNTY CLERK. OF CIRCUIT COURT & COMPTROLLERSK. 9033 Pss 5-E (4P9s) CLERK'S C 2017121544 RECORDED 12/01/2017 02:45:57 PM DEED DOC TAX $5,376.00 RECORDING FEES $35.50 RECORDED BY hdevore ABOVE THIS LINE FOR RECORDING DATA]----------__W__-__ __- SPECIAL WARRANTY DEED THIS SPECIAL WARRANTY DEED is made and entered into as of the Z57`, day of November, 2017, by and between BRISSON INVESTMENTS, LLC, a Florida limited liability company, whose post office address is 27 North Summerlin Avenue, Orlando, FL 32801 Grantor"), to PARK SQUARE ENTERPRISES, LLC, a Delaware limited liability company, whose address is 5200 Vineland Road, Suite 100, Orlando, FL 32811 ("Grantee"). Wherever used r the terms "Grantor" and "Grantee" shall be deemed to include all the parties to this So " NVatranty Deed and the heirs, legal representatives and assigns of individuals and the sttors and assigns of corporations. The singular shall be deemed to include the plural, and A a d&4 where the context so permits. TNESSETH• THAT, for and in considerationtofd- other good and valuable considerations, the Grantor, Grantor hereby grants, bargains, se certain real property together with the improve as the "Real Property") in Seminole County, I sum of Ten and No/100 Dollars ($10.00) and it and sufficiency of which is acknowledged by gV,nveys and confirms unto Grantee all that e erion (hereinafter collectively referred to iridaNzOnewarticulariv described as follows: See Exhibit "A" attached hereto and iricc%nlw gated herein by this reference. 0 TOGETHER WITH all the tenements, hereditaments purtenances thereto belonging or in any way appertaining. TO HAVE AND TO HOLD the same unto Grantee in fee simple, forever. AND Grantor hereby fully warrants the title to the Real Property and will defend the same against the lawful claims of all persons claiming by, through or under the Grantor, but not otherwise; the foregoing subject to, real estate taxes or assessments for 2018 and the matters set forth on Exhibit "B" attached hereto and incorporated herein by this reference, all of which, by reference hereto, shall not serve to reimpose same. Book9033/Page5 CFN#2017121544 Page 1 of 4 I IN WITNESS WHEREOF, Grantor has caused this Special Warranty Deed to be executed as of the day and year first above written. Signed, Sealed and Delivered in the Presence of: Print Name:( S Print Name: t r C— o STATE OF FLORIDA COUNTY OF ORANGE GRANTOR: BRISSON INVESTMENTS LLC, a Florida limited liability company M The foregoing instrument was acknowl,edMVA 2017, by Robert Zlatkiss, as Authorized Representa ie limited liability company, on behalf of said entity. He Is as identification. wcomMO IFFOOM 8ff4MMq1&2= ead.a nw No1 rPm eud..r. KISS Representative L me this 2 , day of November, irissojLjnvCZMents LLC, a Florida Bally known to me r has produced n Notary Public, S t I, Ion a Seal) Book9033/Page6 CFN#2017121544 Page 2 of 4 lop Exhibit "A" Legal Description Lots 19, 20, 21, 42, 43, 73, 74, 75, 76, 133, 134, 135, 148 and 178, Wyndham Preserve according to the Plat thereof as recorded in Plat Book 81, Page 93, Public Records of Seminole County, Florida. Book9033/Page7 CFN#2017121.544 Page 3 of 4 Exhibit "B" Permitted Exceptions 1. Annexation Ordinance recorded October 13, 2005 in Book 5950, Page 1143. 2. City of Sanford Development Order No. 12-20 recorded August 16, 2012 in Book 7835, Page 76; re -recorded October 5, 2012 in Book 7870, Page 613; and corrected and recorded September 11, 2014 in Book 8330, Page 60. 3. Cooperation Agreement between Serengeti Properties, LLC, a Florida limited liability company and Brisson Investments LLC, a Florida limited liability company, recorded October 31, 2012 in Book 7889, Page 598 and Amendment to Cooperation Agreement recorded Octo1-jhgm 2016 in Official Records Book 8793, Page 289. 4. Provisions o Preserve, recorded in Plat Book 81, Pages 93 through 102, inclusive. 5. Declaration and Dedican•of Avigation Easement and Related Covenant and Agreements recorded May A 0 17 in Book 8916, Page 1019. 6. Declaration of Covenants, Con td` 'o iis Easements and Restrictions for Wyndham Preserve recorded July 5, 2017 in B 8947, Page 158. 7. Memorandum of Post Closing Agreeme(k, I ded August 3,. 2017 in Official Records Book 8965, Page 159. • 8. Zoning, ordinances and/or restrictions and prohibi Vrn osed by governmental Authorities. = CIA Book9033/Page8 CFN#2017121544 Page 4 of 4 RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method o- Project Name: Lot 074 Wellington A LHG Game Bth 4 - E Builder Name: One Stop Cooling and Heating. Street: 3936 Night Heron Drive Permit Office: C' o Sanford SAt,FORO City, State, Zip: Sanford , FL , 32771 Permit Number: 8 - 7 4 2 Owner: Park Square Homes Jurisdiction: 691500 CF1ik Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) S. Wall Types (3567.1 sqf .) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior b. Concrete Block - Int Insul, Exterior R=11.0 1701.00 ft2 R=4.1 1578.90 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 287.21 ft2 4. Number of Bedrooms 5 d. N/A R= Ila 10. Ceiling Types (1794.0 sqft.) Insulation Area S. Is this a worst case? No a. Under Attic (Vented) R=30.0 1794.00 ft2 6. Conditioned floor area above grade (W) 3454 b. N/A R. ft2 c. N/A R= • ft2 Conditioned floor area below grade (ft2) 0 11. Ducts R ft2 7. Windows(383.2 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 690.8 a. U-Factor: Dbl, U-0.55 298.44 ft2 SHGC: SHGC-0.22 b. U-Factor: Dbl, U=0.58 48.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC-0.25 a. Central Unit 55.0 SEER:15.00 c. U-Factor: Dbl, U=0.54 36.78 ft2 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 55.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.688 ft. Area Weighted Average SHGC: 0.227 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (3454.0 sgft.) Insulation Area EF: 0.900 a. Floor Over Other Space R=0.0 1660.00 ft b. Conservation features b. Slab -On -Grade Edge Insulation R=0.0 1660.00 ft2 None c. other (see details) R= 134.00 W 15. Credits Pstat Glass/Floor Area: 0.111 Total Proposed Modified Loads: 90.73 PASS Total Baseline Loads: 92.98 1 hereby certify that the plans and specifications covered by Review of the plans and E S7,q, this calculation are in compliance with the Florida Energy specifications covered by this o ; Code. Digitally signed by Bojan Paukovic calculation indicates compliance y ,,, r' a ,a` Bojan Paukovic.,y.201$01Zg Z7.42 with the Florida Energy Code. r. nrnw •':_.?„ PREPARED BY:-os•oo' Before construction is completed09 Q DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building es ed, is in compliance Florida Statutes. COwiththeFloridaEnergC WE OWNER/AGEN BUILDING OFFICIAL:`"r DATE: a' DATE: 9A fR Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1... Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 4.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage an requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.060 an for whole house. 1/29/2018 11:21 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 . PORnd RA09;-9A17 PROJECT Title: Lot 074 Wellington A LHG Ga Bedrooms: 5 Address Type: Lot Information Building Type: User Conditioned Area: 3454 Lot # 74 Owner Name: Park Square Homes Total Stories: 2 Block/Subdivision: WYNDHAM PRESERV of Units: 1 Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 315 Street: 3936 Night Heron Drive Permit Office: City of Sanford Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL, 32771 New/Ebsting: New (From Plans) Comment: CLIMATE J Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 3454 31633.8 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 1660 15487.8 Yes 1 1 1 Yes Yes Yes 2 2nd Floor 1794 16146 No 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage 2nd Floor ---- ---_ 134 ft2 11 0.29 0 0.71 2 Floor Over Other Space 2nd Floor ---- ---- 1660 ft2 0 0.29 0 0.71 3 Slab -On -Grade Edge Insulatio 1st Floor 167.7 It 0 1660 ft2 6.29 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 2006 ft2 450 11:2 Dark 0.9 N 0.9 No 0 26.6 ATTIC v# Type Ventilation Vent Ratio (1 in) Area FIBS IRCC 1 Full attic Vented 300 1794 ft2 N N 1/29/2018 11:21 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 9:nQKA OAAr,-9r117 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 30 Blown 1794 ft2 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space 1 NE=>N Exterior Frame - Wood 2nd Floor 11 54 6 9 0 490.5 ft2 0 0.25 0.8 0 2 NE->N Exterior Concrete Block - Int Insul 1 st Floor 4.1 57 0 9 5 536.8 ft2 0 0 0.8 0 3 SE->E Exterior Frame - Wood 2nd Floor 11 40 0 9 0 360.0 ft2 0 0.25 0.8 0 4 SE->E Exterior Concrete Block - Int Insul 1 st Floor 4.1 20 6 9 5 193.0 ft2 0 0 0.8 0 5 SW=>S Exterior Frame - Wood 2nd Floor 11 54 6 9 0 490.5 ft2 0 0.25 0.8 0 6 SW=>S Exterior Concrete Block - Int Insul 1st Floor 4.1 50 2 9 5 472.4 ft2 0 0 0.8 0 7 NW=>W Exterior Frame - Wood 2nd Floor 11 40 0 9 0 360.0 ft2 0 0.25 0.8 0 8 NW=>W Exterior Concrete Block - Int Insul 1 st Floor 4.1 40 0 9 5 376.7 ft2 0 0 0.8 0 9 W Garage Frame - Wood 1 st Floor 11 30 6 9 5 287.2 112 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U-Value WidthWidthArea Ft In Ft 1 SE->E Insulated 1st Floor None 4 3 8 24 ft2 2 -=>W Wood 1 st Floor None 46 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered orientation => chancied to As Built (rotated 315 degrees). Wall Overhang v Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 NE=>N 1 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 ft 3 in 0 ft 8 in Drapes/blinds None 2 NE=>N 1 Metal Low-E Double Yes 0.54 0.25 N 3.0 ft2 1 ft 3 in 0 It 2 in Drapes/blinds None 3 NE=>N 2 Metal Low-E Double Yes 0.55 0.22 N 16.4 ft2 1 It 3 in 0 ft 6 in Drapes/blinds None 4 NE=>N 2 Metal Low-E Double Yes 0.55 0.22 N 16.4 ft2 1 ft 3 in 10 It 11 in Drapes/blinds None 5 SE=>E 3 Metal Low-E Double Yes 0.55 0.22 N 6.0 ft2 1 It 3 in 0 It 6 in Drapes/blinds None 6 SE->E 3 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 ft 3 in 0 ft 8 in Drapes/blinds None 7 SE=>E 3 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 1 It 3 in 0 ft 6 in Drapes/blinds None 8 SE=>E 3 Metal Low-E Double Yes 0.54 0.25 N 8.0 ft2 1 It 3 in 2 It 2 in Drapes/blinds None 9 SE->E 4 Metal Low-E Double Yes 0.55 0.22 N 16.4 ft2 1 ft 3 in 0 ft 7 in Drapes/blinds None 10 SE=>E 4 Metal Low-E Double Yes 0.55 0.22 N 16.4 ft2 7 ft 0 in 2 ft 2 in Drapes/blinds None 11 SE=>E 4 Metal Low-E Double Yes 0.54 0.25 N 9.3 ft2 10 It 0 in 1 ft 0 in Drapes/blinds None 12 SW=>S 5 Metal Low-E Double Yes 0.55 0.22 N 6.0 ft2 1 ft 3 in 0 It 6 in Drapes/blinds None 13 SW=>S 5 Metal Low-E Double Yes 0.54 0.25 N 8.0 ft2 1 It 3 in 0 It 6 in Drapes/blinds None 14 SW=>S 6 Metal Low-E Double Yes 0.55 0.22 N 32.0 ft2 1 ft 3 in 10 ftti 1 in Drapes/blinds None 15 SW->S 6 Metal Low-E Double Yes 0.58 0.25 N 48.0 ft2 13 ft 4 in 0 ft0 in Drapes/blinds None 16 SW->S 6 Metal Low-E Double Yes 0.54 0.25 N 4.4 ft2 1 ft 3 in 10 It 10 in Drapes/blinds None 17 NW=>W 7 Metal Low-E Double Yes 0.55 0.22 N 60.0 ft2 1 It 3 in 0 It 6 in Drapes/blinds None 18 NW->W 8 Metal Low-E Double Yes 0.55 0.22 N 32.9 ft2 1 It 3 in 0 ft 6 in Drapes/blinds None 19 NW->W 8 Metal Low-E Double Yes 0.55 0.22 N 32.9 ft2 1 ft 3 in 10 ft 10 in Drapes/blinds None 20 NW=>W 8 Metal Low-E Double Yes 0.55 0.22 N 32.9 ft2 6 It 8 in 0 It 0 in Drapes/blinds None 1/ 29/2018 11:21 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FC)RM R405-2017 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 430 112 430 ft2 53 It 9.33 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000233 2108.9 115.78 217.74 .2092 4 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:9 55 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 55 kStu/hr 1650 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 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert If Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS v # Supply — Location R-Value Area Return -- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 690.8 ft Attic 172.7 ft Proposed On 2nd Floor -- cfm 207.2 cfm 0.06 0.50 1 1 1/29/2018 11:21 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 POPKA PAnS_7n17 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling ((j Jan He ( Jan jr j Feb I Feb j( Mar XJ Mar j j Apr j j Apr j j MayMay XJ Jun j Jun jX Jul j Jul jX Au j AuE X] Se j Sep j j Oct Oct j Nov XJ Nov j Dec X Dec Ventin [ ]Jan j Feb XX]] Mar X] Apr 1 May Jun Jul j Aug Se X] Oct XJ Nov j Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 1 /29/2018 11:21 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Requirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 3936 Night Heron Drive Permit Number: Sanford , FL, 32771 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air IeaMage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i) or an approved third parry. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air Ieakage.Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 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. 1/29/2018 11:22 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate -not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. R403.1 Controls. SECTION R403 SYSTEMS R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping Insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 1 /29/2018 11:22 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1h inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 604C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 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 atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. ' Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater•than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 clm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cim/watt Any For SI: 1 cfm = 28.3 Umin. a. When tested in accordance with HVI Standard 916 1/29/2018 11:22 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return ducts) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.8'C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches orother control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 1/29/2018 11:22 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatorg)he energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. 1/29/2018 11:22 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX" = 98 The lower the EnergyPerformance Index, the more efficient the home. 3936 Night Heron Drive, Sanford, FL, 32771 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U-Factor: Dbl, U=0.55 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: New (From Plans) 9. Wall Types Single-family a. Frame - Wood, Exterior b. Concrete Block - Int Insul, Exterior 1 c. Frame - Wood, Adjacent 5 d. N/A 10. Ceiling Types No a. Under Attic (Vented) 3454 b. N/A Area c. N/A 298.44 ft2 11. Ducts a. Sup: Attic, Ret: Attic, AH: 2nd Floor 48.00 ft2 12. Cooling systems 36.78 ft2 a. Central Unit 8. Floor Types Insulation a. Floor Over Other Space R=0.0 b. Slab -On -Grade Edge Insulation R=0.0 c. other (see details) R= ft2 13. Heating systems a. Electric Heat Pump 3.688 ff. 0.227 Area 14. Hot water systems 1660.00 112 a. Electric 1660.00 ft2 h. Conservation features 134.00 ft2 None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed -(or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compJianyfeWKes. Builder Signature: ok, Date: g •(0. /8 Address of New Home: 39 3cn , r City/FL Zip: Insulation Area R=11.0 1701.00 ft2 R=4.1 1578.90 ft2 R=11.0 287.21 ft2 R= ft2 Insulation Area R=30.0 1794.00 ft2 R= ft2 R= ft2 R ft2 6 690.8 kBtu/hr Efficiency 55.0 SEER:15.00 kBtu/hr Efficiency 55.0 HSPF:9.00 Cap: 50 gallons EF: 0.9 Pstat Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/29/2018 11:22 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 074 Wellington A LHG Game Bill 4 - E Builder Name: One Stop Cooling and Heating Street: 3936 Night Heron Drive Permit Office: City of Sanford City,'State, Zip: Sanford , FL , 32771 Permit Number: Owner: Park Square Homes Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall. be covered with I Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac Ds. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend hahInd piping and wiring- Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids a. In addition, inspection of log walls shall be in accordance with the provisions of IGG-400. 1/29/2018 11:22 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 wrightsoft' Project Summary Entire House One Stop Cooling and Heating 7225 Sardsw%e CL SUte 1. Wirver Park FL 32792 Phore: (407) 629.6920 Fax: (407) 629.9307 Web: wmm0reStopCoolirg wm License: CAC032aa4 Pro2ect Information For: Park Square Homes 3936 Night Heron Drive, Sanford, FL 32771 Notes: Design Information Weather: Orlando Executive AP, FL, US Job: Lot 074 Wellington A LHG ... Date: 12-18-2014 By. MC/AT/BP Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 70 F Inside db 75 OF Design TD 25 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 45 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 25588 Btuh Structure 28510 Btuh Duds 7959 Btuh Duds 14728 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 33546 Btuh Use manufacturer's data n Rate/swin multipplierEquipmenq load 0.98 42200 BtuhInfiltrationsensible Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Fireplaces 0 Structure 3309 Btuh Duds 3037 Btuh Central vent (0 cfm) 0 Btuh Heating cooling none) Area (ft2) 3506 3506 Equipment latent load 6346 Btuh Volume (ft3) 32222 32222 Air changes/hour 0.25 0.13 Equipment Total Load (Sen+Lat) 48546 Btuh Equiv. AVF (cfm) 134 70 Req. total capacity at 0.75 SHR 4.7 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR606OH1 Cond 4TWR606OH1 AHRI ref 7563852 Coil TEM6AOD6OH51++TDR AHRI ref 7563852 Efficiency 9 HSPF Efficiency 12.5 EER,15 SEER Heating input Sensible cooling 41250 Btuh Heating output 55000 Btuh @ 470F Latent cooling 13750 Btuh Temperature rise 27 OF Total cooling 55000 Btuh Actual air flow 1833 cfm Actual air flow 1833 cfm Air flow factor 0.055 cfm/Btuh Air flow factor 0.042 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.87 Capacity balance point = 32 OF Backup: Input = 7 kW, Output = 25223 Btuh,100 AFUE Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. F :- wrightsoft- 2018-Jam2S 162427 RigFFSUteSUrimrsal20l8l8.OMRSU16877 Pagel IMLot074 WellirgoonA LHG Game 8Ih4 - Enp Cale Horse faces: E wrightsoft' Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 074 Wellington ALHG Ga... Date: 12-18.2014 By. MC/AT/BP 7225 Sardsmve CL Sute 1, Wirer Park FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629.9307 Web: vwweOneStopCoolirg=m Licensa: CA0032444 1 Room name Entire House FAMLY 2 E1gx>sed Mall 356.7 R 135 It 3 Room height 9.2 R d 9.4 R heat/0ool 4 5 Room dimensions Room area 35062 IP 1 D x 29411 R 294.0 Ip Ty Construction number U-value BWttAP-+) Or HTM BWhffM Area (IP) or perimeter (ft) Load Bt ih) Area On or perimeter (ft) Load . 8tuh) Heat Cod Gross NIPS Heat Cool Gross NrP/S Heat Cod 6 11 1213-0swv 4AS-2ob 4B5-21b 13A-40rs 4A5.2ob 128-09m - 4AS-2ob 4A5.20b 0D97 05M 0540 0.143 0550 OD97 0550 0550 no ne no ne ne se se se 2.46 13.97 13.71 3.63 1397 2.46 1397 1397 2.83 22.67 24.23 291 22.67 2M 21.12 21.94 49i 15 3 536 33 360 6 15 473 0 0 503 0 327 1 2 1164 2D9 41 1827 458 805 84 209 1336 340 73 1465 741 925 127 329 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 Vy L- G 485-21b 13A-40ts 0540 0.143 se se 13.71 3.63 2130 291 12 193 4 127 165 460 256 369 0 0 0 0 0 0 0 0 4A5.2ob 4AS-2ob 485-2b 0550 0550 0540 se se se 1327 1397 13.71 2201 13.40 1322 16 16 9 2 16 9 228 228 128 360 219 123 0 0 0 0 0 0 0 0 0 0 0 0 1100. _ 1213-09m 0390 0D97 se sm 9.90. 2.46 1231 2.83 24 491 24 477 238. 1174 295 1348 0 0 0 0 0 0 0 0 4A5-2ob 4BS-21b 13A-4005 0550 0540 0.143 sm 9M sm 1397 13.71 am 21.12 2130 291 6 8 472 1 3 387 84 110 1407 127 170 1128 0 0 0 0 0 0 0 0 0 0 0 0yyll F--G 4A5.2ob 4AS-2obd 4B5.2b 0550 0580 0540 sm sm sN 1397 14.73 13.71 22.01 14A2 ISA2 32 48 4 4 48 2 444 707 59 700 692 64 0 0 0 0 0 0 0 0 0 0 0 0 1q/ l--fi Val I-G 1213-09w 4A5-2ob . - 13A-40C; 4AS-2ob 4AS-2ob OD97 05M 0.143 0550 0.5w rnv nw rear r1w nw 2.46 1397 3.63 1397 1397 293 2267 2.91 22.67 24AI 360 60 376 65 33 300 0 278 0 0 739 we 1009 913 456 849 1360 809 1482 798 0 0 127 0 33 0 0 94 0 0 0 0.. 342 0 456 0 0 274 0 798I--G q 12C-0sm 009i 231 152 287 269 621 408 0 0 0 0 D 1100 :. 0390 n 990 1231 18 18 177 220. 0 0 0 0 C 168.30ad 0D32 0.81 1.76 2002 2002 1627 3527 0 0 0 0 F F 19A-0bsM 19C-19csKP 0295 0D49 2.81 0.43 2.00 021 32 306 32 306 89 132 63 93 0 0 0 0 0 0 0 0 F MA•tpm 1.180 2996 O 00 1665 168 5024 0 294 14 405 0 6 c) AED exalrson 1436 334 Envelope loss/gain 21853 22252 1203 1406 12 a) Infiltration 3735 1377 145 53 b) Room ventilation 0 0 D 0 13 InternalgaifM 0=13ardso 230 Appliaraesbther 6 1380 35M 0 0 750 Subtotal (lines 6 to 13) 25588 28510 1348 2209 Less exrerrlal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 144 108 14 Subtotal 25588 28510 1491 2317 15 Duct loads 1 31°/ 52%1 7959 14728 31% 52% 464 1197 Total room load 1 335461 43237 1955 3514 Air required (rim) 1833 1833 107 149 Calculations approved by ACCA to meet all requirements of Manual J ft Ed. fi- wrlghtsof!- 2018-Jam25162427 P. 1-1-1 Right-Sate®Uriversal201818.0.08RSU16877 Paget IMMot 074 WellirglonA LHG Game Bth4 • EAp Cale- M18 House faces: E f'+ wrightsofte Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 074 Wellington ALHG Ga... Date: 12-18-2014 By. MC/AT/BP 7225 Sardsoove Ct. SUte 1, Wir er Park FL 32792 Phone: (407) 629. 6920 Fax. (407) 629.9307 Web: wAwOne topCoolirg cem License: CAC032444 1 Room name LDRY R_EX 2 Ewall 6.0 ft 312 ft 3 Room height 9.4 It heattod 9.4 It heat/000l 4 5 Roan dimensions Room area t o x 65.8 It 65. 8 IF 13. 0 x 14.0 It 182. 0 (F Ty Construction U-value Or HTM Area (ft?) Load Area (W) Load number etuhNp-n EhuhOM or perimeter (Iq BWh) or perimeter (Iq 81uh) Heat cool Gross NAS Heat cool Gross NAS Heat cool 6 11 1213 0sw 4A5- 20b 485- 2b 13A- 40cs Oo97 OS50 0540- 0. 143 OS50 ne ne ne ne no 246 13. 97 13. 71 3, 63 13. 97 2. 83 22. 67 2423 al 22. 67 0 0 0 56 0 0 0 0 56 0 0 0 0 205 0 0 0 0 164 0 0 0 0 122 0 0 0 0 122 0 0 0 0 444 0 0 0 0 356 0 ta4A5.20b yl- G s 12114 w 4A5. 20b 4A5. 20b 0. 097 0550 0S50 se se se 2. 46 1397 1397 2. 83 21. 12 21 N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1-- G 485-2b 13A- 4oes 0540 0. 143 se se 13. 71 3. 63 21. 30 291 0 0 0 0 0 0 0 0 0., 132 0 99 0 359 0 288 4A5. 2ob 4A5- 20b 485. 21b 0550 0550 0- w se se se 1397 1397 13. 71 22. 01 13. 40 1322 0 0 0 0 0 0 0 0 0 0 0 0 16 16 0 2 16 0 228 228 0 360 219 0 1100 12121- 09w '- 0. 390 0. 097 se sw 990 2. 46 1 283 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0 0 G 4A5.2ob 485- 21b .. ... 13A- 40rs 0550 0540 0. 143 ew sw sm 1397 13. 71 3. 63 21. 12 21. 30 291 0 0 0 0 0 0 0 0 0 0 0 0 0 0 39 0 0 39 0 0 142 0 0 114 G yyll I-- G 4A5.20b 4A5. 2obd 485- 2b OS50 0580 0540 sw sn sw 1397 14. 73 13. 71 22. 01 14. 42 19. 42 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 1{---GG yJ L- G 12B- 0sw 4A5- 2ob OD97 0550 n6v rwv 2. 46 1397 2. 83 22. 67 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 1qf G 13A- 40ts 4AS- 2ob 4AS- 20b 0. 143 0550 O- RW nw nw nw 3, 63 1397 1397 291 22. 67 24. 41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1--G 12C- 09m Oo91 231 152 0 0 0 0 0 0 0 0 1--D 11 DO 0" n 9.90 1231 0 0 0 0 0 0 0 0 c 1613-30ad OD32 0.81 1.76 0 0 0. 0 63 63 51 111 F F 19A- 0bscp 19C- 19-15 0295 0. 049 281 0. 43 2. 00 031 0 0_. 0 0_ 0 0 0 0 0 0 0 0 0 0 0 F 22A-Ipm 1.180 2996 OM66 6 180 a 0182 31 934 0 6 c) AED ex ursion 25 44 Envelope losstain US 13S 2387 1403 12 a) Infiltration 64 24 334 123 b) Room.vendlatlon 0 0 0 0 13 internal gains: 0-par o 230 0 0 0 0 Appliancesb1her 500 150 Subtotal ( lines 6 to 13) 449 663 2720 1676 Less external load 0 0 0 0 Lass transfer 0 0 0 0 R¢ distnbudon 144 108 444 334 14 Subtotal 592 771 3165 2010 15 Dud bads 31% 52% 184 398 31e/ 52% 984 1039 Total room bad 777 11169 1 4149 3049 At required (dm) 1 42 7 129 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr` ghta oG *t 201"m25162427 Righ- SuteSUriversa1201818.0.08RSW6877 Page U4Mot 074 WellirgionA LHO Game Blh4 • EnQ Calc -142 House faces: E wrightsoft• Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 074 Wellington A LHG Ga... Date: 12-18.2014 By. MC/AT/BP 7225 Sardsoove CL Suits I, Winter Park R. 32792 Phore: (407) 629 . SS20 Fax: (4071629.9307 Web: wwwOne topCoolirg oom License: CAC032444 1 Room name PAN BED2 2 Exposed well 0 It 37D ft 3 Room height 9.4 it heathlod 9.4 It heat/mol 4 S Room dimensions Room area SA x 45 It 225 IF 1.0 x 2183 It 2183 fP Ty Construolon U-value Or HTM Area (rM Load Area (RM Load number Bluh4F-°F) BIuw or perimeter (tQ Bdh) or perimeter (it) Stuh) Heat Cod Gross NrP/S Heat Cod Gross NAS Heat Cod 6 y! 126.09m 4A5-2ob 485-2b OD97 0.550 0540 ne ne ne 246 1397 13.71 2.83 2267 2423 0 0 0 0 0 0 U 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 11 yI 13A-40ts 4A5-2ob 0.143 OS50 ne ne 3.63 13.97 291 22.67 0 P. 0 0 0 0 0 0 61 0 61 0 222 0 178 0 4AS-2ob 4AS-2ob OA97 OSW OS50 se se se 246 1397 1397 283 21.12 21.94 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0TE 126- 48S2b 13A-40CS OS40 0.143 se se 13.71 3.63 2130 291 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4AS-2ob 4AS-2ob 4BS•21b OSSO OS50 0540 se se se 1397 1397 13.71 22A1 13.40 1322 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G 1100 12B-09N 0390 OD97 se am 9.90. 246 1231 2-83 0, 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2ob 4BS-21b 13A-40ts 0550 0540 0.143 sw sw 9N 1397 13.71 3.63 21.12 21.30 291 0 0 0 0 0., 0 0 0 0 0 0 0 0 0 160 0 0 160 0 0 580 0 0 465 H- 1--G y/ C 4A5-2ob 4AS-2obd 485.2b 0550 OS80 OS40 sw Sw sw t397 14. 73 13. 71 22. 01 14. 42 19. 42 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VjI L - G 12S4w 4AS- 2ob OD97 05W nw rrw 246 1397 2M 22- 67 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 0 0 Val I- 13A- 40CS 4AS- 2ob 4AS- 2ob 0. 143 05W OSW nw IM rnv 3. 63 1397 1397 2. 91 22. 67 24. 41 0 0 0 0 0 0 0 0 0 0 0 0 127 33 0 94 0 0 342 456 0 274 741 0 Cq 12C-0sw 0.091 231 152 0 0 0 0 d 0 0 0 L-- O i1DO 0.3W n 990 12.31 0. 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.81 1.76 0 0 0 0 7 7 S 11 F. F 19A- 0bscp 19C- 19cup 0295 0. 049 2. 81 0. 43 2. 00 031 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 F 22A-tpm _- 1.180 2996 0.00 23 0 0 0 218 37 1109 0, 6 c) AED excursion 0 207 Envelope lossvgain 0 0 2715 1877 12 a) hfittration 0 0 396 146 b) Room venuWw 0 0 0- 0 13 Mina] gains: Omrpants@ 230 0 0 1 230 Applianaeswer 0 0 Subtotal ( rues 6 to 13) 0 0 3111 2253 Less extamal load 0 0 0 0 Lesstrart9er 0 0 0 0 Redstnilution 287 216 0 0 14 Subtotal287 216 3111 2253 Duct bads 31% 52%1 89 112 31°/ S2% a 1164 r Total room load I I 376 1327 4079 3418 Air required (dm) 21 141 223 145 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrrI- & - Tuft- 2018-dan-M 162427 rA "'•^ RigttSute®Uriversal201818.0.08RSU16877 Page MMot 074 WellirglonA LHG Game BIh4 - Enp Cale." Horse faces: E wrightsofr Right-J® Worksheet Job: Entire House Date` By. One Stop Cooling and Heating 7225 Sardsmve CL Site 1, Winter Parr FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629.9307 Web: wwxOreSbpCooling.com Ucerse: CAC032444 Lot 074 Wellington A LHG Ga... 12-18-2014 MC/AT/BP 1 Room name BTH2 STR1 2 Elposed Hell 55 It 0 ft 3 Room height 9.4 It heattool 9.4 ft heatbool 4 5 Rcom dimensions Room area 55 x 9.0' ft 49S ft2 8A x 9.5 It 76.0 IF Ty Gorlstrurdon number U-value BwhA +) Or HTM Buw Area (W) a perimeter M Load Buh) Area (fF) or perimeter (ft) Load BWh) Heat Cool Gross NAS Heat cod Gross NAP/5 Heat Cool 6 1213-09w 4A5.2ob 485-21b 0.097 0SSo 0540 rue ne ne 2.46 13.97 13.71 2.83 22.67 2423 0 0 0 0 0 0 0 0 0 0- 0 0 0 0 0 0 0 0 0 0 0 0 0 0L-G 11 Vj! L-C_ 13A-40rs 4A5.2ob 1213-09m 4A5.2ob 4A5.2ob 0.143 0550 OA97 OS50 0550 ne ne se se se 3.63 13.97 2.46 1327 1397 2.91 22.67 2.83 21.12 21.94 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 O 0 0 0 0 0 0 0G L 485-21b _ 13A-40ts 0540 0.143 se. se 13.71 3.63 2130 291 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4AS•2ob 4A5-20b 48S21b 0S50 0.5w 0-w se se se 1397 1327 1171 22.01 13.40 1322 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11DO 128.09m 0390 OA97 se 9N 9.90 246 1231 2.83 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ob 485.21b 13A-40re 4AS•2ob 4A5-2obd 485-21b 1213-09m 4A5-2ob - 13A-40cs 4A5.2ob 4A5-2ob 0550 0540 0.143 0S50 OSW QS40 OD97 OSW 0.143 0550 OSW 9N 9N sw 9N sw 9N rrw mN r1w nw nw 1397 13.71 3.63 1397 14.73 13.71 246 1327 3.63 1397 1397 21.12 2130 291 22.01 14.42 19.42 2.83 2267 291 22.67 24.41 0 0 52 0 0 4 0 0 0 0 0 0 0 47 0 0 2 0 0 0 0 0 0 0 172 0 0 59 0 0 0 0 0 0 0 138 0 0 84 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 p1 t G C L-( q 12C-09ru 0.091 231 152 0 0 0 0 0 0 0 0 0 11130 1613-30ad 0390 0A32 n 9.90 0.81 1231 1.76 0 0 0 0 0. 0 0 0 0 0 0 0 0 0 0 0c F - F_. 19A-03sM 19C-19c up 0.295 0" 2,81 0.43 2.00 031 0-,. 0 0 0 Q 0 0 0 0 0 0 0 0 0 0 0 OF22A-tpm 1.1..80 2996 0.00 50 6 165 0 76 0 0 6 c) AED excursion 27 0 Envelope loss/gain 396 249 0 0 12 a) Infiltration b) Room wentdation 59 0 22 0 0 0 0 0 13 Intemal gains Ooi pants @ 230 Appliances(other 0 0 01 0 0 0 Subtotal pines 6 to 13) 455 271 01 0 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redstribution 0 0 0 0 14 Sublotal 455 271 0 0 15 Duct loads 1 31% 521% 142 140 31% 52% 0 0 Total room load 1 597 410 0 0 Air required (dm) 33 17 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f}f wr gtl ssoft 2018-Jam25162427 Zink Right -Site® Uriversal 2018 18.0.08 RSU16877 Page 4 IN11Lot 074 WellirgmnA LHG Game 804 - Enp Calc. KW House faces: E wrightsoft• Right-J® Worksheet Job: Lot074 Wellington ALHGGa... Entire House Date: 12-18-2014 By. MC/AT/BP One Stop Cooling and Heating 7225 Sandscove CL Suite 1, W irat Park FL 32792 Phone: (407) 829.6920 Far. (407) 629 - 2307 Web: wwwOneStoPCoolingcom Ucerse: CA0032444 1 Room name BED4 GAME 2 3 EuPOsed well Room height 28.0 It 9.0 ft heatkool 145 It 9.0 ft heat/ood 4 5 Roam dimensions Room area 15.0 x 13D it 195.0 tF 1D x 2803 it 2803 fP Ty Corwumon U-%dune Or HTM Area (M Load Area (ftM Load number 80AAFLn or perimeter (11) 8tuh) or perimeter (ft) 81uh) Heat Cod Gross NrPA Heat Cool Gross NAS Heat Cool 6 1 1 126409w 4A5-2ob 485-21b 13A-40 s 4A5-2ob 0s+ 12Bw 4A5-2ob 4AS•20b 0.097 015M 0540 0.143 0550 OD97 0550 0550 ne ne ne ne ne se se se 246 13.97 13.71 3.63 1397 2-46 1397 1397 2.83 22.67 2423 291 22.67 2.83 21.12 2194 135 O a.. 0 0 0 0 0 135 0 0 0 0_ 0 0 0 333 0 0 0 0 0 0 0 382 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ L---C V{jl-- G G L -G 4 &21b 13A-40Cs 0-w 0.143 so. se 13.71 3.63 2130 291 0. 0 0 0 0 0 0 0 0 0 0 0 4A5-2ob 4A5.20b 4135-21b 0550 0550 0540 se se se 1397 1397 13.71 22.01 13.40 1322 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 DO 1213-09w 4A5.2ob 4B5.2m 13A-40C4 4A5.2ob 4A5.2obd 485.21b 128-09N 4AS2ob . 13A-40ts 4A5.2ob 4A5.20b 12C-09w 0-M OD97 0550 0.540 0.143 05M0.580 0.w OD97 0550. 0.143 0550 0550 0.091 se 9w 9w ser 9N 9w sou sm nw nw nw nw nw 990 2.46 1397 13.71 3.63 1397 1 a.73 13.71 2.46 1397 3.63 1397 1397 231 1231 2.83 21.12 2130 291 a.4214.42 19.42 2.83 2267 221 22A7 24AI 152 0 0 0 0 0 0 0 0 117 15 0 0 0 0 0 0 0 0 0 0 0 0 102 0 0 0 0 0 0_ 0 0 0 0 0 0 0 251 209 0 0 0 0 0 0 0 0 0 0 0 0 289 340 0 0 0 0 0 O 0 0 O 0 0- 0 y 131 30 0 0 0 0 0 0 0 0 0 0 0 0 101 0 0 0 0 0 0 0 0 0 0 0 0 0 248 419 0 0 0 0 0 0 0 0 0 0 0 0 284 680 0 0 0 0 yl 1ql L _l 1ql II---( q 0 1100 0" n 990 1231 0 0 0 0 0 0 0 0 C 168.30ad 0D32 081 1.76 195 195 158 3" 280 280 228 494 F 19A-0bsop 02M 281 2.00 0 0 0 0 0_ 0 0, 0 F 19C-19csz obo 0.43 031 0 0 0 0 0 0 0 0 F. 22A-Ipm 1.180 2996 ODO 6 0 0 0 0 0 0 0 6 ci AED excursion 68 171 EnwAope lossbain 952 1422 894 1630 12 a) Infiltration b) Room ventilation 287 0 106 0 149 0 55 0 13 Internal gains: Omupams @ 230 1 230 0 0 Appliancesbfw 0 900 SubtoW Vines to 13) 1239 1758 1043 2584 Less eA8rrlal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 12 25 48 101 14 Subtotal 1251 1783 1091 2685 15 Duct loads 31% 52% 389 921 31% 52% 339 1387 Tote) room load 1640 2703 1 1431 4073 Air required (dm) 90 115 1 78 173 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrrlgt•tsort- 2018-Jar-25162427 cA Right-Suita® Uriversa1201818.0.08 RSW 6877 Page INMw 074 WefiirgtonA LHG Game 131114 - E.np Cale -MA House faces: E wrightsoft' Right-J® Worksheet Job: Entire House Date: By. One Stop Cooling and Heating 7225 Sardsmve Ct. Sute 1, Winter Parr R.32722 Phone: (407) 629.6920 Fax: (407) 629 - 9307 Web: w wOneStopCooling.cem License: CAC032444 Lot 074 Wellington ALHG Ga... 12-18-2014 MC/AT/BP 1 2 3 Room name E1alosed well Room height BED5 335 I 9.0 I heatlmol WIC4 S5 I 9.0 I heat/000l 4 5 Rodm dimensions Room area 1 A x 1975 I 1975 fF SS x 65 I 35.8 fp Ty Construoion number U-value. BIuhIP-°F) Or HTM BbAN) Area (" or perimeter (I) Load BWh) Area (fly or perimeter (I) Load BRih) Heat Cool Gross NAS Heat Cod Gross NAS Heat Cool 6 11 1ql 12B.09m 4A5.20b 485-2b 13A-4019 4AS-2ob 12B-a9N 4AS-20b 4A5.2ob 0.097 OS50 O-W 0.143 OS50 OD97 0S50 OS50 ne ne ne ne no se se se 246 13.97 13.71 3.63 1397 2.46 1327 1397 2.83 22.67 2423 291 22.67 2,83 21.12 21.94 63 0 0 0 0 a 0 0 63 0 0 0 0 0 0 0 155 0 0 0 0 0 0 0 178 0 0 0 0 0 0 0 50 a 0. 0 0 0 0 0 50 0 0 0 0 0 0 0 122 0 0 0 a 0 0 0 140 0 0 0 0 0 0 0 y/ I- -,G vh 4135.2fb. _. 13A-4as 4A5.2ob 4AS-2ob 485.2b 11DO 12B-0sa 4A5-2ob 485-2lb .. . _ 13A-40Cs 4AS-2ob 4A5-2obd 485-211b 1213.0sw . _. - 4A5.2ob 13A-40cs 4A5-2ob 4AS-20b 12C-0sim 1100 1613-30ad 19A-0bsp ' •- 19C-19-13 0540 0.143 0550 OS50 0-w 0390 0.097 OS50 OS40 0.143 0S50 0S80 0540 0.097 0550 0.143 OS50 OS50 0.091 0.3M 0.032 0295 OA49 se sa se se se se- 9m sw sw s v 9N sm sim r1w nw rtw r1w nw n 13.71 3.63 1397 1397 13.71 990 246 1327 13.71 3.63 1397 14.73 13.71 2.46 1397 3.63 1397 1397 231 990 0.81 2.81 0.43 2130.._ 221 22.01 13.40 1322 1231 283 21.12 2130 291 22.01 14.42 19.42 283 22.67. 2.91 22.67 24.41 152 1231 1.76 230 031 a 0 0 0 0 0 126 0 0 0 0 0 0 113 15 0 0 0 0 0 198 6 0... 0 0 0 0 0 126 0 0 0 0 a 0 98 0 0 0 0 0 0 196 6 0 a 0 0 0 0 0 310 0 0 0 0 0 0 240 209 0 0 0 0 0 160 18 0 0 0 0 0 0 0 356 0 0 0 0 0 a 276 340 0 0 0 0 0 348 12 0 00 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 36 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 36 0 a 0 0 0 0 0 0 0 A 0 0 a 0 0 0 0 0 0 0 0 29 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 63 0 0 1q1 I;_GG yyyJJJ 4---G I{_G 1q! t-G Vjl l L-! q D C F F F 22A-fprn _ . _ 1.180 2926 ODO a 0 0 0 0 0 0 . 0 0 6 c) AED exalrsion 61 8 Envelope losskJain 1093 1572 151 195 12 a) Inlitt ation by Room ventilation 3" 0 127 0 56 0 21 0 13 trlemalgains O=partls@ 230 1 230 0 0 Appliancas/other 0 0 Subtotal (lines 6 to 13) 1437 1929 207 216 Legs extemal bad 0 0 0 0 14 15 Less transfer Redistn'budon Subtotal Duo loads 31% 52°/, 0 0 1437 447 0 0 1929 997 31%1 520% 0 76 284 88 0 90 306 158 Total room load Air required (dm) 1 1884 1 103 2926 124 1 372 1 20 464 20 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f =!Isp s4 - 2018-Jarr25162427i " = Right-SUteSUriversal20l8 l8.0.08 RSU16877 Page 6 IMLot074 WellirgtonA LHG Game Bth4 - E.np Calc-" House faces: E F wrighttsoft' Right-J® Worksheet Job: Entire House Date` By. One Stop Cooling and Heating 7225 Sarbsaove CL Suite 1, Wider Park R. 32792 Phone: (407) 629 - 6920 Fax: (407) 629.9307 Web: wwwoneStopCoolirg oom License: CAC032444 Lot 074 Wellington ALHG Ga... 12-18-2014 MC/AT/BP 1 Room name LIN 2 Elosed wag 0 It 35 Q 3 Room height 9.0 It heatbool 9A R heat/000l 4 5 Room dimensions Room area 511 x 65 It 32.5 IP 35 x 65 1t 22.8 IF Ty C iOuoion U-value Or HTM Area (fP) Load Area (fP) Load number BGtht1P-+) Btuhfin or perimeter (11) 8Gfi) or perimeter (R) Btuh) Heat Cool Gross NAS Heat Cod Gross I NAS Heat Cod 6 tql 12B-09w 4AS-20b 485-21b 0.097 WSW 0540 ne ne ne 246 13A7 13.71 293 22.67 2423 0 0 0 0 0 0 0 0 0 0 0 0. 32 0 0 32 0 0 78 0 0 89 0 0I---!! 11 13A-40cs 4A5-2ob 0.143 0550 ne no 383 1397 291 22.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G 1213-0sw 4AS•2ob 4A5-2ob 0.097 0550 0550 se se se 246 1397 1397 2.83 21.12 21.94 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 014---GG 4135-21t) 13A-40Cs 0540 0.143 se se 13.71 3.63 21.30. 291 0 0 0 0 0 0 0 0 0- 0 0 0 0- 0 0 0 4A5-2ob 4AS20b 4135.211) 0550 0550 0540 se se se 1397 1397 1171 22.01 13.40 1322 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1100 1213•O&N 03M 0.097 se sw 990 246 1231 2.83 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ob 485-21b 13A-4as 0Mw 0540 0.143 sw 9w sN 1397 13.71 3.63 21.12 21 M 291 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Vyjll 4A5-2ob 4A5.2obd 485-211) 0550 OS80 0- w SM ON SM 1397 14. 73 13. 71 22. 01 14. 42 19. 42 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl 1 G'' 12B- 0sv 4A5- 2ob 0. 097 OS50 rtw rM 246 1397 2S3 22. 67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1ql G L- i 13A- 40M 4A5. 2ob 4AS- 20b 0. 143 0550 0550 nw r1w r1w 63 31397 1397 2- 9 22b7 24. 41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R 12C-0sw OD91 231 152 0 0 0 0 0 0 0 0 D 11 DO 03M n 9.90 1231 0 0 0 0 0 0 0 0 C 16&30ad 0.032 081 1.76 33 33 26 57 23 23 18 40 F. 19A-0bscp 02M 281 2.00 0 0 0. 0 0 0 0 0 F 19C-19tscp OA49 0.43 031 0 0 0_ 0 0 0 0 0 F . 22A-Ipm 1.180 2996 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 2 5 Envelope loss/gain 26 55 96 124 12 a) Infiltabon b) Room wMiatiorl 0 0 0 0 36 0' 13 0 13 Internal gains Ooypams@ 230 0 0 0 0 Applianoesbther 01 0 Subtotal ( lines 6 to 13) 26 55 1132 137 Less eAemal load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 26 55 132 137 14 Subtotal 0 0 0 0 15 Duct loads 1 31% 52'/- 0 0 31% 52% 01 0 Total room load 0 0 0 0 Air required (dm) 0 0 0 0 Calculations approved bVACCA to meet all requirements of Manual J 8th B. 4- wrlgh,rsott- 2018-Jam25162427 rA Right-Sulte81.1rfversa1201818A.08RSW6877 Pagel NR1Lot 074 WellirgionA LHG Game 8th 4 - Enp Cale - M18 Hose laces: E f F wrightsoft, Right-J® Worksheet Job: Entire House Date: By. One Stop Cooling and Heating 7225 Sardscove CL Suite 1, Winter Park FL 32792 Phore: (407) 629 - 6920 Fax: (407) 829 - 9307 Web: wAwOneftpCoolir gmm Ucerse: CAC032444 Lot 074 Wellington A LHG Ga... 12-18-2014 MC/AT/BP 1 2 3 Room name Exposed %hall Room height T013 6A 8 9.0 8 heaftol BTH3 0 it 9.0 0 heaticool 4 5 Rcom dimensions Room area 1.0 x 45.8 8 45.8 tP 6.0 x 6.0 It 36.0 fP Ty Construction number U-value Btuh4x+) Or HTM Btuh," Area (0) or perimeter (it) load Bluh) Area (M or perimeter (It) Load BWh) Heat Cool Gross NrPIS Heat Cod Gross NAS Heat Cod 6 11 Vil 12809m. 4A5-2ob 485-21b 13A-4ocs 4A5.2ob 129.09w 4A5.2ob 4A5-2ob 485-211) 13A-40a 4A5-2ob 4AS-20b 485.21b 1100 12B-09w 4A5-2ob 485.203 13A-flocs 4A5.2ab 4A5.2abd 485.2b 126-09u 4A5-2ob 13A-flocs 4A5.2ob 4A5.2ob 12C-09w too ..... 166.30ad 19A-Obscp 19c-19rstp 0.097 05W 0540 0'143 05%M 0.097 0550 WSW 0540 0.143 0550 0S50 0540 0-M OA97 0550 0540 0.143 OS500580 0540 0.097 05W 0.143 OS 05W 0091 0390 0.032 0295 0A49 ne ne ne ne no se se se se se se se se se sw sw 9m 9w sw s v sw rnv r1w nw nw nw n 246 1397. 13.71 3,63 1397 2.46 1397 13.97 13.71 3.63 1397 1397 13.71 990 2.46 1397 13.71 3.63 1397 14.73 13.71 Z46 1397 3.63 1397 1397 231 990 0B1 2.81 0.43 2.83 22.67 2423 291 22.67 2.83 21.12 2194 2130 291 22.01 13.40 1322 1231 2,83 21.12 2130 221 14.414.42 19.42 2.83 22.67 2.91 22.67 24.41 152 1231 1.76 2DO 031 54 0 3 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 46 0 0 51 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 46 0 0 126 0 41 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 37 0 0 144 0 73 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 0 0 0 0 81 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 36 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_ 36 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 29 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 0050 0 0 0 63 0 0 VjI yf I{_--GG TE W 0 V G L =9 q D c F F F 22A-Ipm 1.180 2996 0.00 0 0.- 0 0 0 0 0 0 6 c) AED excursion 12 2 Ernelope los4gain 204 286 29 61 12 a) Nitration b) Room ventilation 62 0. 23 D 0 0 0 0 13 Internal gains 0ooupaM @ 230 Applianaesiolher 0 0 1 0 0 0 0 Subtotal Pines 6 to 13) 265 308 29 61 Less external load 0 0 0 0 14 15 Lesstransler Redistribution Subbtal Ducloads 1 31% 52%1 0 67 333 103 0 71 380 196 31% 520/6 0 33 62 19 0 69 130 67 Total room load Air required (dm) 436 24 576 24 ffi 4 197 8 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. nwr`ghts- 2018-.1an-25162427 leek"-^'-- Rignt-Sute®Uriversal 2018 18.0.08 RSU16877 Page 8 114%ot 074 WellirglonA LHG Game BIh4 - E.np Cale - Mt8 House faces: E wright:soft' Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 074 Wellington A LHG Ga... Date: 12-18-2014 By. MC/AT/BP 7225 Sandamve CL Sute 1, Winter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629.9307 Web: mmmOne topCoolirgcom license: CAC032444 1 Room name WIC3 BEDS 2 3 Exposed wall Room height 12A ft 9A ft heatbool 21.0 R 9.0 a heatknol 4 5 Ro6m dimensions Room area 5.0 x 7A ft 35A P 13.0 x 13.0 R 169.0 tP Ty Conmuclion U-value Or HTM Area (fF) Load Area (fF) Load number Bum") or perimeter (ft) Bdh) or perimeter (Q) BNh) Heat Cod Gross NAS Heat Cool Gross NIPS Heat Cool 6 11 128-0sn 4A5.2ob 4B5.2b 13A-4o s 4A5-2ob 12a-09m 4A5.20b 4AS-2ob 485.21b . _ ... 13A-40rs 4AS-20b 4A5.20b 4B5.21b 1tDO 12B 0.097 05W 0540 0.143 05m 0.097 05W OSM OS40 0.143 OS50 0550 0.540 03M OD97 ne ne no ne ne se se se se se se se se se am 246 13.97 13.71 363 1397 246 1397 1397 13.71 3.63 1327 1397 13.71 9.90.. 2.46 2.83 2267 2423 291 22.67 2.83 21.12 2194 2130, 221 22.01 13.40 1322 1231 2.83 45 0 0 0 0 63 6 0 0 0 0 0 0 0 6-0su 45 0 0 0 0 57 1 0 0 0 0 0 0 0 0 111 0 0 0 0 140 84 0 0 0 0 0 0 0 0 127... 0 a 0 0 161 127 0 0 0 a 0 0 0 0 72 15. 0 0 0- 117 0 0 4 0 0 0 0 0 0 57 0 0 0 0 113 0 0 1 0 0 0 0 0 0 140 209 0 0 0 278 0 0 55 0 0 0 0 0 0 161 340 0 0 0 320 0 0 aS 0 0 0 0 0 0 II ----CC Vj/ L-(' G 4A5.2ob 48S2m 13A-40ts 20b4AS-maAs-to 4a5.21b 12B-0sw 4A5.20b 13A-40cs 4A5.2ob 4A5-2ob OS50 0540 0.143 a550 oseo0540 OD97 0SW 0. 143 0SW 0S50 sm 9w 9w SIN1397 9N sw rrw nw nw nw rrw 1397 13. 71 3. 63 14. 73 13. 71 246 1397 3. 63 1397 1397 21. 12 21. 30 291 14. 4 14.a2 19. 42 283 22. 67 291 22. 67 24. 41 a 0 a a 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a 0 a 0 0 0 0 0 0 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yyylll Vy L-!' Vjl G I- G q 0 12C- 0sw 1100 16B- 30ad aims 0" 0. 032 n 231 9. 90 0. 81 152 1231 1. 76 O 0 35 0 0 35 0 0 28 0 0 62 0 0 169 0 0 169 0 0 137 0 0 298 CF 19A-0bscp 0295 2.81 2.00 0 0 0 0 22 22 61 43 F 19C-19cscP OA49 0.43 031 a 0 0 0 0 0 0 F.... 22A-Ipm - 1.180 2996 0.00 0 a 0.. 0 0 0 0 0 0 6 c) AFD examsion 31 47 En4ope losstain 363 508 881 1200 12 a) Infittration b) Room aenolation 123 0 45 0 215 0 79 0 13 Internal gains Ooatpam @ 230 0 0 1 230 Applianm* ther 0 1 0 Subtoml pines 6 to 13) 487 5541 1a96 ism Less external load 0 0 0 0 Lesspartsfef Redistnbution a 0 0 0 0 18 0 3746 14SubinW4875541114151$ Dualoads 31% 52% 151 286 31% N. 346 799 Total room load 638 839 1460 2345 Air required (dm) 35 36 80 99 Calculations approved bVACCA to meet all requirements of Manual J 8th Ed. vi- wrrtghesoft- 2018-Jan.25162427 At& ^-"-•" Fdght-SUteSUri%oersal20l8l8.O.O8RSUi6877 Page KMot 074 WeflirgtonA LHO Game 8th 4 . Enp Cale - MM Horse faces: E f+ wrightsofr Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 074 Wellington A LHG Ga... Date: 12-18-2014 By. MC/AT/BP 7225 Sardscove CL Sure 1, Wirter Park FL 32792 Phore: (407) 629.6920 Fax: (407).629.9307 Web: wmm0r eSlopCooingoom License: CAC032444 1 Room name MBED MAC 2 3 Fvan Room height 44. 0 ft 9. 0 ft heattool 0 ft. 9. 0 ft heat/ood 4 5 Robm dimensions Room area 1. 0 x 3253 ft 3253 tP 1. 0 x 96.3 ft 96. 3 W Ty Construction number U- value Btuh4P n or HTM Area (" or perimeter (ft) Load BWh) Area ( F) or perimeter (ft) Load Bl uh) Heat Cod Gross NAS Heat Cod Gross NAS Heal Cod 6 1 1 12849m 4A5- 20b 485- 2b 13A- 40rs 4A5- 2ob 128. Osw 4A5- 2ob 4A5- 20b OD97 OS50 0540 0. 143 0550 0. 097 0" 0550 ne ne ne ne ne se se Ss 246 1397 13. 71 3. 63 1397 246 1327 1397 2. 83 22. 97 2423 291 22. 67 2, 83 21. 12 21. 94 41 0 0 0 0 ISO 0 1s 41 0 0 0 0 157 0 2 100 0 0 0 0 387 0 209 11s 0 0 0 0 444 0 329 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 Vt G' 1 11 1 485. 2b _ ... 13A- 40cs 4A54ab 4A5- 2ob 485. 2b 1100 _ _ 1213- 0su 4AS- 2d1 485. 21b 13A4ocs 0540 0. 143 OS50 OS50 0- w 0390 0. 097 OS50 0540 0. 143 se se se se se se eN sw sw sN 13. 71 3. 63 13. 97 1397 13. 71 990 2. 46 1397 13. 71 3. 63 2130 291 22. 01 13. 40 1322 1231 2. 83 21. 12 2130 291 8 0 0 0 0 0 176 0 0 0 3._...... J10 0 0 0 0 0 176 0 0 0 0 0 0 0 0 432 0 0 0 170 0 0 0 0 0 496 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G. VVjjl1 G 4AS-2ob aA5- 2obd 485. 2b 12B- 0aw4As- 2ob . 13A- 4ocs 4A5- 20b 4A5- 20b 12C- 09w OS50 0580 0- W 0. 097 0550 0. 143 0550 OS50 0. 091 sw s v a/ v nw r1w nw r1w r1w 13. ta. 73 73 13.71 2-46 1397 3. 63 1397 1397 231 14. 4 1a.a219A22M 22. 67 291 22. 67 24.41 1 S2 0 0 0_ d 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1q/ G 1ql L- Ca 1-0 11130 . .... 16&30ad 03M 0. 032 n 990 0.81 1231 1. 76 0 325 0 325 0 264 0 573 0 96, 0 96 0 78 0 170 c FF I9A- 0bscp _ 020 OA49 281 0. 43 200 031 4 290 4 290 11 125 a 89 0.- 16 0 16 0 7 0 s 19C- 19cscpF . _ 22A- Oan 1.11i0 2996 0.00 a... 0 0 0 0 0 0 0 6 0) AED excursion 81 6 En -lope lossbWn 1638 2305 as 168 12 a) hiltration b) Room % enblation 451 0 166 0 0 0 0 0 13 intemalgairm O=parlts@ 230 2 460 0 0 Applianaesbther 01 0 Subtotal (lines 6 b 13) 2090 2931 85 168 Less extemalload 0 0 0 0 Lesstranster 0 0 0 0 Redistribution 1s 31 32 68 14 Subtotal 2105 2962 117 236 15 Duct loads 31 52%1 655 ism 31%1 521% 37 122 Taal room bad 2759 1 449311 154 358 Air required ( dm) 151 1901 8 15 Calculations approved bVACCA to meet all requirements of Manual J 8th Ed. 4 wrlgttitsowt- r 2018-. 1an- 25162427 Rigf-Scite® Uriversal2018 18.0.08 RSU16877 Page 10 INMot 074 We6irgtonA LHG Game 81h 4 - EAp Cale - MM HOUse faces: E wrightsofe Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 074 Wellington A LHG Ga... Date: 12-18-2014 8y. MC/AT/BP 7225 Sardscove CL Suite 1, Winter Park FL 32792 Phone: (407) 829. 6920 Far. (407) 629 - 9307 Web: wwwOneStopCoolirg.rmm Ucerse: CAC032444 1 Room name Mf01 WTH 2 Ewrap 0 0 13.0 It 3 Room height 9.0 It heatkaol 9.0 0 heattool 4 5 Room dimensions Room area 65 x 3.0 0 195 112 1. 0 x 1028 ft 102A Ile Ty Construction number U- value BOAML- 9 Or HTM BGttM2) Area ( fl2) or perimeter (ft) Load 8tuh) Area ( ft2) or perimeter (ft) Load Btuh) Heat Cod Cross NAS Heat Cod Gross NAS Heat Cod 6 V)I I--- GG 12849m 4A5- 2ob 485. 2b OD97 OS50 O- W ne ne ne 246 13- 97 13. 71, 2. 83 22. 67 2423 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 1qI 1-- 1 13A- 40ns 4AS- 2ob 0' 143 0550 ne ne 3. 63 1397 291 22. 67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G 12B- 09w 4A5. 2ob 4A5- 2ob OD97 0550 0550 se se se 2. 46 1397 1397 2- t39 21. 12 21. 94 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I 485-21b - _ .... .. 13A- 40rs 4AS- 2ob 4AS- 2013 485- 2b 0540 0. 143 0550 05M 0540 se se se se se 13. 71 3. 63 1397 13. 97 13. 71 21. 30 291 22. 01 13. 40 1322 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1100 . 12B- 0sw 4A5- 2ob 485. 2b ... 13A- 4ors 4A5- lob 4A5. 2obd 4B5- 2b 0390 OD97 05 0540 0. 143 OS50 0580 0540 se sw sw sw sw sw sw sw 9. 90 2. 46 1397 13. 71 3. 63 1397 14. 73 13. 71 1231 2. 83 21. 12 2130 291 14. 4 ta.42 19. 42 0 0 0500 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 0 117 0 8 0 0 0 0_ 0 109 0 3 0 0 0 0 0 268 0 110 0 0 0 0 0 308 0 170 0 0 0 0 Vjl L- G TE yI t G 12134au _ 4A5. 20b - 13A40cs 4A5- 2ob 4A5- 20b 0. 097 0550 0. 143 0. 5M 0550 r w nw rtw rtw rtw 246 1397 3. 63 1397 13. 97 293 2267 291 22. 67 24. 41 0 0 0 0 0 0 0 0 0 0 0 0- 0 0 0 0 0_- 0 0 0 0 0- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 12C-0sw 0.091 231 152 0 0 0 0 0 0 0 0 C 1100 1613• 30ad 0390 0. 032 n 990 0E1 1231 1. 76 0 20 0 20 0_ 16 0 34 0. 103 0 103 0 83 0 181 F F 19A- 0bsop19C- 19mcp 0295 0A49 2. 81 0. 43 2. 00 031 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F 22A-g 1.180 29A 0.00 0 0 0 0m 0006 ci AED excursion 1 42 Ernelope losstain 16 33 462 702 12 a) Infiltration b) Room ventilation 0 0 0 0 133 0. 49 0 13 Internal gains Otxupants@ 230 Applianoestther 0 0 01 0 0 0 Subtotal ( lines 6In 13) 16 33 595 751 Less external load 0 0 0 0 Lesstrarder 0 0 0 0 Redstribution 11 23 0 0 14 Su1310121 27 56 595 751 15 Duct bads 31% 521% 8 29 31% 52%1 185 388 Total room load 35 85 780 1139 Air required (dm) 2 a 43 48 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wr` gF tsotit- 2018-Jari-25162427 ACMk ^^ "' Rig14- SuLt oUriwrsal201818.0.08RSU16877 Page 11 NT\ Lot 074 WellirgtonA LHG Game 8th4 - Exup Cale. MA House faces: E wrightsoft- Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 074 Wellington A LHG Ga... Date.- 12-18.2014 By. MC/AT/BP 7225 Sandsoove Ct. Stits 1, Winter Parr FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629.9307 Web: wAwOreStopCooling oom License: CAC032444 1 Room name HALL2 iQr 2 F-lposed Heil 0 R 515 R 3 Room height 9.0 R 1leattool 9.4 R heaabool 4 5 Room dimensions Room area 1 D x 119.8 R 119.8 fF 1.0 x 404.8 R 4042 fF Ty Ca strumorl U-value Or HTM Area (R% Load Area (fM Load number BaihAL-i-j BWhAn or perimeter (R) BWh) or perimeter (R) Bath) Heat Cool Gross NAS Heat Cool Gross MP/S Heat Cool 6 1-- C 1284av 4A5-2ob 485-211b OD97 0550 O-W ne ne ne 246 13-97 13.71 2M0 22.67 2423 0 0 0 0 0 0 0 0 0 0 0 a 0 0- 0 0 0 0 0 0 0 0 0G 11 1q1 G 13A-40rs 4A5.2ob 0.143 0550 ne ne 3.63 1397 291 2267 0 0 0 0 0 0 0 0 296 331. 263 0 956 456 797 741 12B-09m 4A5.2ob 4A5.20b OD97 0550 0550 se se se 246 1397 1397 2M 21.12 21.94 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 485-200 13A-4ors 0540 0.143 se se . 13.71 3.63 2130 291 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 4A5.2ob 4A5.2ob 485-21b 0550 0550 0540 se se se 1397 13.97 13.71 22D1 13.40 1322 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1100 128-0sw 0390 OD97 se sw 990 2.46 1231 283 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-20b 4B5-21b 13A-40rs 0550 0-w 0.143 sw sw sv 1397 13.71 3b3 21.12 2130 291 0 0 0 0 0 0 0 0 0 0 0 0 0 0 66 0 0 18 0 0 65 0 0 52VVjjll 4--G 4A5-2ob 4AS-2obd 485.211b 0550 0.580 0540 sw am sw 1397 14.73 13.71 22.01 14.42 19.42 0 0 0 0 0 0 0 0 0 0 0 0 0 48 0 0 48 0 0 707 0 0 692 0Lam- GG 1q/ t G 12B-0sw 4A5-2ob - OD97 0550 rtw nw 2.46 1397 2M 2297 0 0 0 0 0 0 0 0 0 0 0 0 a 0 0 0 Wl C, I=; 13A-40M 4A5-20b 4A5-2ob 0.143 0550 0550 rIw rw nw 3. 63221 1397 1397 22. 67 24. 41 0 0 0 0 0 0 0 0 0 0 0 0 122 33 0 90 0 0 325 456 0 261 741 0 q 12C-09m OD91 2.31 152 6 0 0 0 0 0 0 0 D 11DO 03M n am 1231 0 0 0 0 0 0 0 0 C 16B-30ad 0D32 0.81 1.76 120. 120 97. 211 91. 9t 74 160 F F 19A- 0bscp19C- 19tscP 0. 295 OD49 281 0. 43 100 031 0 0___. 0 0 0 O 0 0 0 0 0 0_ 0 0 0 F 22A-Ipm _ 1.180 2L% am 0 0 0 0 0 405 52 1543 0 6 c) AED excursion 8 382 Emelopelosstain 97 203 4583 3796 12 a) Nitration 0 0 552 2M b) Room wemilation 0 0 0 0 13 Internal gains: Ooslparlts@ 230 0 0 0 0 Applianoestew 0 1200 Subtotal ( fines 6 to 13) 97 203 5135 5199 Less extamal load 0 0 0 0 Lesstansfer 0 0 U 0 Redistribution 97 2M0 0 14 Subtotal 0 0 5135 5199 15 Ductwads 31% 52% 0 0 31% 52% 1597 2686 Total room load 0 0 6732 7885 Air required (dm) 01 0 368 334 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. f wrlgtitso>Pt 2018-Jam25162427 AM Riga-SUte®Uriversal2018 t8.O.08 RSU16877 Page 12 1411Lot 074 WellirgtonA LHG Game BIh4 . EAp Cale a M19 Hose faoes: E wrightsofC Right-JO Worksheet Entire House One Stop Cooling and Heating Job: Lot 074 Wellington A LHG Ga... Date: 12-18-2014 By. MC/AT/BP 7225 Sandsmve CL Sute 1. W irter Park FL 32792 Phore: (407) 829.6920 Fa:c (407) 629 - 9307 Web: mmmOr eStopCoolirg com License: CACA32444 1 Room name FOYER GM 2 6posed wall 6S It 165 It 3 Room height 9.4 ft heaftol 9.4 It heaMmal 4 5 Robm dimendons Room area 1.0 x 1375 ft 137S IP 16S x 13.0 It 2145 IP Ty Unstrudon number U-value BIuh 4P-+j Or HTM BUMM Area (IM or perimeter (ft) Load Btuh) Area (ftx) or perimeter (11) Load BUh) Heat Cod Gross NAS Heat cool Gross NAS Heat Cod 6 11 126- 09N 4AS- 2ob 485- 2b 13A- 4as 4AS-2ob 12B-0av 4AS-2ob 4A5.20b OD97 0. 550 0540 0. 143 OS50 OD97 OS50 OS50 ne no ne ne ne se e se 2. 46 1397 13. 71 3.63 1397 2. 46 1397 1397 2. 83 22.67 2423 291 22. 67 2.83 21.12 21.94 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L--- G Il-G 4---G I-G 485-21b _.. 13A-40ts 4AS-2ob 4AS-2ob 485-21a 1100 128. 0snr 0540 0. 143 0550 0550 0540 0390 OA97 se- se se se se se s/ v 13.71 3.63 1397 1397 13. 71 990 2. 46 2130 221 22. 01 13.40 1322 1231 2. 83 0_ 61 0 0 9 24 0 A 28 O 0 9 24 0 0 101 0 0 128 738 0 0 81 0 0 123 295 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 V+ l4AS-2ob 485-2b 13A4= 4A5- 2ob 4A5.2obd 485-2b _ _ . -_ 12B-0sw 4A5-2ob 0550 0540 0. 143 OS50 OS80 O- W OD97 OS50 sw sw sw air sw SN nw rvw 1397 13. 71 3.63 1397 14. 73 13.71 246 1397 21. 12 2130 2. 91 22.01 14.42 19.42 2 i 22.67 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 0 155 32 0 0 0 0 0 0 123 4 0 0 0 0 0 0 448 444 0 0 0 0 0 0 359 700 0 0 0 0 ll---- GG yyylll 41! G l I--! 13A- 40C, 41A5-2ob 4A5-2ob 0.143 OS50 OS50 nw nw r_ kv am 1397 1397 291 22. 67 24A1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 12C- 0sw 0A91 2.31 152 146 128 295 194 141 141 326 214 0 1100. 16B-30ad 0:3M 0.032 n 990 0.81 1231 1. 78 18 0_ 18 0 177. 0 220 0 0 0 0 0 0 0 0 0 C FF ISA- 0bscp 19C-lamcp 0295 0949 2. 81 0.43 2DO 031 0 0 0 0 0 0 0 0 0.- 0 0 0 0 0 0 0 F 22A- Ipm _ _ 1.180 29M 0.00 137 7. 195 0 215 17 494 0 6 c) AED excursion 35 201 Ern elope loss/gain 1134 879 1712 1473 12 a) Infiltration b) Room venfiladon 70 0 26 0 177 0- r5 0 13 Internal gains Oowpams@ 230 0 0 0 0 Apprianoestibther 01 0 Subtotal (lines 6 to 13) 1203 905 1889 1538 Less eternal load o 0 0 0 Lesstran9er 0 0 0 0 Redistribution 1203 905 185 139 14 Subtotal 0 0 2073 1677 15 DuQIOadS 1 31 S2%1 0 0 31%111 645 866 Taal room load 0 0 2718 2543 Airrequired(dm) 0 0 149 108 Calculations approved by ACCA to meet all requirements of Manual J 0 Ed. 04 - wrrlgf ts4= 2018-Jam25162427 IRiga-Sute® Uriversal2018 18.0.08 RSU16877 Page 13 mot 074 WetiingtonA LHG Game 8th4 - Enp Calea MA Horse faces: E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 074 Wellington ALHG Ga... Date: 12-18-2014 By. MC/AT/BP 7225 Sandsoove CL SUte 1, Winter Park, A. 32792 Phore: (407) 629. 6920 Fax: (4071629.9307 Web: wAwOneStOpCoolirgcom License: CAC032444 1 Room name BIh 5 STR2 2 Elposed wall 8D 8 0 it 3 Room height 9.0 8 heatbod 9D 8 heatkool 4 5 Ro6m dimensions Room area 1 D x 58.3 8 58.3 IP 1.0 x 68D It 68D IP Ty Construction U-%Wue or HTM Area(fF) Load Load number 4L-qeh 8a1tIAM or (M eaih) or (fry Btuuh) Heat Cool Gross NrP/S Heat Cod Gross NAPS Heat Cod 6 12&Osm 4A5-2ob 485-21b 0.097 0.550 0.540 ne ne ne 246 1397 13.71 2.83 22.67 2423 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G L--G 11 Vj/ l-C 13A-40rs 4AS-20b 0.143 0.5W ne ne 3.63 1397 2.91 2267 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G G 121349m 4A5-2ob 4AS2ob 0.097 0550 0550 se se se 2.46 1397 1397 2.83 21.12 21 N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4BS-21b , 13A-40a 0540 0.143 se se 13.71 3.63 21.30 291 U A 0 0- 0 0 0 4 0 0 0 0 0 0 0 G 4AS-2ob 4A5-20b 48S•21b 0550 0550 0-w se se- se 1397 1397 13.71 22.01 13.40 1322 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1100 126dsw 0390 0.097 se 9w 990 246 1231 283 0 72 0 66 0 163 0_ 197 0 0 0 0 0 0 0 0 4A5.2ob 485.21b . 13A-4ots 05W 0540 0.143 sw sw sw 1397 13.71 3.63 21.12 2130 291 6 A 0 1 0 0 84 0 0 127 0 0 0 0 0 0 0... 0 0 0 0 0 0 0 I 1ql 1 4A5-2ob 4A5.2obd 485.2tb 0550 0580 054) sw sw sm 1397 14.73 13.71 22.01 14.42 19.42 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 1 l L_1' 126-0sw 4AS-2ob OD97 0550 t w nw 246 1397 2.83 22.67 0 0 0 0 0- 0 0 0 0 0 0 0 0 0 0 0 l 1' l 13A-40rs 4AS-2ob 4AS-2ob 0.143 05w50 0550 nw n nw 3.63 1397 1397 2.91 22.67 24.41 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 12C-0Sw 0.091 231 152 0 0 d 0 0 0 0 0 D 1100 0.3M n 9.90 1231 0 0 0 0 0. 0 0 0. C 16B-30ad 0D32 0.81 1.76 58 58 47 103 68 66 55 120 F F 19A-0bscp 19C-19cscp 0295 0.049 281 0.43 2D0 031 0. 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 0 F- 22A- . ... 1.180 2996 0D0 00 0 4 0 0 6 c) AED excursion 31 4 Envelope losstain 294 447 55 115 12 a) Infiltration 82 30 0 0 b) Room ventilation 0 0 0 0 13 Intemelgains OoM)ants@ 230 0 0 0 0 Appliartoesb>tter 0 0 Subtotal pines 6 to 13) 376 477 55 115 Less external load 0 0 0 0 Lessnnsler 0 0 0 0 Red'istrlbuBon 0 0 55 115 14 Subtotal 376 477 0 0 15 Duct bads 1 31% 52%1 117 247 31% 52% 0 0 Total room load 493 724 0 0 Air required ( dm) 27 31 1 1 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f- wr` gFelsol t 2018-.1an•25162427 Right -Suite® Universal2018 18.0.08 RSU16877 Page 14 INMot074 WeliirglonA LHG Game Bth4 - Enp CaIC - MA House laces: E wrightsoft' Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 074 Wellington ALHG Ga... Date: 12-18-2014 By. MC/AT/BP 7225 Sardsoowe CL SUM 1, Winter Park FL 32792 Phone: (407) 629.6920 Fax (407) 629.9307 Web: w AwOneStopCoolirgcom Ucense: CAC032444 1 Room name 2 Exposed well 0 It 3 Room height 9.0 It heatbool 4 Rohm dimensions 15 x 15 R 5 Room area 23 1P Ty Construction U-value Or HTM Area (1112) Load Area Load number BUMP--9 l3tuhAl:) or perimeter (R) BWh) or perimeter Heat Cool Gross NrP/S Heat Cool Gross NrP/S Heat Cool 6 yl I- G 12B-09N 4AS-2ob 485-210 OD97 0550 0540 ne ne ne 2.46 13.S7 13.71 2.83 22.67 2423 0 0 a 0 0 0 0 0 0 0 0 0l i vy 13A-40ts 4A5.2ob 0'143 0550 ne ne am 1397 291 22.67 0 0 0 0 0 a 0 TE 12B-09w 4A5.2ob 4AS-2ob OA97 OS 0550 se se se 246 1397 1397 2.83 21.12 2194 0 0 0 0 0 0 0 0 0 0 0050 0 485.21b _ ...... 13A-40 s 0540 0.143 se se 13.71 3.63 2130 291 0 0 0 0 0 0 0 0 4AS-2ob 4A5.20b 485.21b 05M 0550 0-w se se se 1397 1397 13.71 22.01 13.40 1322 0 0 0 0 a 0 0 0 0 0 0 0 11 DO 12B-ftm 0390 0A97 se sm 990 2.46 1231 2M 0 0 0 0 0 0 a 0 4A5.2ob 4BS-2Ib - 13A-40ts OS50 0540 0.143 sw sm sm 1397 13.71 3.63 21.12 21.30 291 0 0 0 0 0 0 0 0 0 0 0 0yl I- 4AS-2ob 4AS-2obd 4B5.21b 0550 OS80 OS40 sm sm 1397 14.73 13.71 22.01 14.42 19.42 0 0 0 0 0 0 0 0. 0 0 0L_( G' W G 12B- m 4AS-2ob 0.097 OSW sm nw nw 2.46 1397 2B3 22.67 0 0 0 0 0 0 O O- 0 l 13A-4ots 4AS-2ob 4AS-2ob 0.143 OSW 0550 nw nw nw am 1397 1397 291 22.97 24.41 0 0 0 0 0 0 0 0 0 0 0 0G q 12C-09w 0A91 231 152 0 0 0 0 0 11 DO 039a n 9.90 1231 0 0 0 10 C 16B-30ad 0A32 0.81 1.76 2 2. 2 4 F 19A-0bs 0295 2.81 2.00 0 0 0 0 F 19C-19tscp OA49 0.43 031 0 0- 0. 0 F A-Ipm . 1.180 2996 OAO 0 0 0 0 6 c) AED excursion 0 Ernelope loss/gein 2 4 12 a) InUrallon 0 0 b) Room verdlahan 01 0 13 lntemallon5 omupants@ 230 0 0 Appliancesslother 0 Subtotal (lines 610 13) 2 4 Less elm malload 0 0 Lesstransfer 0 0 Redistribudon 2 4 14 Subtotal 0 0 15 Duct loads 31% 520e 0 0 Total room load 0 0 Air required (dm) 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wvrlghtsof!' 2018•Jam25 162427 Right-Stite®Urtirersol 2018 1aA.08 RSU16877 Page 15 NMot074 Wegirg4onA LHG Game Sth4 • EAp Cale. kUll House fares: E Duct System Summary Job: Lot074WellingtonALHG... Wf IghtSoft' Date: 12-18-2014 Entire House BY MC/AT/BP One Stop Cooling and Heating 7225 Sardsome CL Sute 1, Wirter Park FL 32792 Phore: (407) 629. 6920 Far. (407) 629.9307 Web: wmmOreStopCoocirgcom Licerse: CAC032444 For: Park Square Homes 3936 Night Heron Drive, Sanford, FL 32771 External static pressure Pressurelosses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (fEL) Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.259 / 0.081 in H2O 0.120 in/100ft 1833 cfm 284 Supply Branch Detail Table Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.259 / 0.081 in H2O 0.120 in/100ft 1833 cfm Name Design Bluh) Htg cfm) Gg cfm) Design FR Diam in) H x W in) Dud Mal Actual Ln (it) Ftg.Egv Ln (it) Trunk BE02 h 4079 223 145 0.133 9.0 Ox 0 VIFx 42.5 152.0 st3 BE03 C 2345 80 99 0.174 6.0 Ox 0 VIFx 19.0 130.0 st4 SE04 c 2703 90 115 0.223 6.0 Ox 0 VIFx 16.5 100.0 st2 eE05 c 2926 103 124 0.151 6.0 Ox0 VIFx 36.4 135.0 st5 BTFQ h 597 33 17 0.120 4.0 Ox0 VIFx 44.5 172.0 st3 Bh13 c 197 4 8 0.187 4.0 Ox0 VIFx 13.7 125.0 st4 ems c 724 27 31 0.153 4.0 Ox0 VIFx 34.0 135.0 sty FAMILY C 3514 107 149 0.146 7.0 Ox0 VIFx 25.2 152.0 st3 FLEX h 4149 227 129 0.166 9.0 Ox0 MR 2 1 132.0 sti GAME c 4073 78 173 0'.238 7.0 Ox0 VIFx 9.0 100.0 st2 GM h 2718 149 108 0.127 7.0 Ox0 VIFx 42.6 162.0 st3 K(r h 3366 184 167 0.195 8.0 Ox0 VIFx 11.1 122.0 sti Krr-A h 3366 184 167 0.174 8.0 Ox0 VIFx 21.6 127.0 sti LORY c 1169 42 50 0.174 4.0 Ox0 VIFx 22.1 127.0 sti MBEO c 2246 75 95 0.166 5.0 Ox0 VIFx 30.9 125.0 st5 MBEaA c 2246 75 95 0.152 5.0 Ox0 VIFx 35.3 135.0 st5 MBTH c 1139 43- 48 0.164 4.0 Ox 0 VIFx 28.2 130.0 st5 MMI c 85 2 4 0.179 4.0 Ox 0 VIFx 20.0 125.0 st5 MWIC c 358 8 15 0.164 4.0 Ox 0 VIFx 27.7 130.0 st5 PAN h 376 21 14 0.183 4.0 Ox 0 VIFx 19.6 122.0 sti TOG c 576 24 24 0.168 4.0 Ox 0 VIFx 19.1 135.0 st4 WIC3 c 839 35 36 0.170 4.0 Ox 0 VIFx 22.0 130:0 st4 WIG h 372 20 20 1 0.202 4.0 Ox 0 VIFx 18.4 110.0 st2 wrightsoft• RigtFSute®Uriversal201818.0.08RSU16877 AC%A _KMot074 WellirgtonA LHG Game 81114. EAp Calc a M,18 horse taces: E 2018Jam25162430 Page 1 Supply Trunk Detail Table_ Trunk Htg Clg Design Veloc Diam H x W Dud Name Type Cfm) Cfm) FR fpm) in) in) Material Trunk st3 PeakAVF 511 419 0.120 651 12.0 0 x 0 VnIFIX SO st1 PeakAVF 1169 946 0.120 661 18.0 0 x 0 VnlFlx st2 PeakAVF 665 887 0.151 635 16.0 0 x 0 VnlFlx st4 PeakAVF 143 168 0.168 628 7.0 0 x 0 VnlFlx st2 sty PeakAVF 334 412 0.151 525 12.0 0 x 0 VnlFlx st2 Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) dm) dm) ft) FR fpm) in) in) Opening (in) Mal Trunk rb2 Ox 0 90 115 58.4 0.138 429 7.0 Ox 0 V Fx rb1 Ox 0 1744 1719 67.5 0.120 799 20.0 Ox 0 V Fx wrightsoft• 2018-Jan•25162430 t •— Righ-sute®Wversal2018 18.0.08 RSU16877 Page 29 r4mot 074 WellirgnnA LHG Game Bth4 - Enp Cale. M18 Hom faces: E Static. Pressure and Friction Rate Job: Lot 074Wellington ALHG... Wr' Ight50ft' Date: 12-18-2014 Entire House Sir.MC/AT/BP One Stop Cooling and Heating 7225 Sandscove CL SUte 1, Winter Parr FL 32792 Phone: (407) 629. 6920 Far. (407) 629.9307 Web: wmm0neStopCoolirgtorn License: CAC032444 Project• • For: Park Square Homes 3936 Night Heron Drive, Sanford, FL 32771 Available Static Pressure Heating Cooling in H2O) in H2O) External static pressure 0.50 0.50 Pressurelosses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total• supply Return ft) ft) Measured length of run -out 22 13 Measured length of trunk 22 0 Equivalent length of fittings 172 55 Total length 217 68 Total effective length 284 Supply Duds Return Duds Friction Rate Heating in/ 100ft) 0. 120 OK 0. 120 OK Cooling in/ 100ft) 0. 120 OK 0. 120 OK Fitting Equivalent LengthDetails Supply 4X--35,11 A=20,11 G--5,11 G--5,11 G-, 11 G--5,11 G--5,11 M=20,11 H=7,11 G--5,11 G--5,1 A =35, USR1=20: TotalEL= 172 Return 6M=20, 6A1=10, 5E1=10,11 G--5,11 Gam, 11 Gam: TotalEL--55 wrightsOft' 2018- Jan-25162430 4 .•....,-.-.-.-.* RigFFSUte®UnNersal 2018 18.0.08 RSW 6877 Page 1 gtPfi Lat 07a WellirglpnA LFKi Game 91h4 • Enp Cale Ml8 liotse faces: E Level 1 EF1 VTW Level 2 12X12 Laundry Chute EF1 VTR T013 WIC3 20 cfm O EF1 VTR 12" BYPASS 8X4 8X4 16" DAMPER 2ND FLR 115 fin 4 " LIN 2 4frn 36 cfm 18" DAMPER 1ST FLR Sup Rises 1C4 12" ZONE DAMPER BED4 its" CE TH3 4 " SRB 6„ BED3 7" 18" 2„ 8 cfm 10X6 7 " 8X4 99 cfm 115 cfm 16" 10x10 RA T SRB 1 LRB1 HALL2 6" 36X18173cfm 10X8 10x 10 12" 8" 14" GAME .s. 16x 16 lax 18 10x 10 10x 10 6" 4 BED5 9 O F FBB 4yTRMTOI MBTH 8X4 EF1 EF1 VTR 10x6 O O 124 cfm 31 cf4in 8X4 Bth 5 48 cfm 5' 95cfin 4" 5„ F VNMUDC15cfm 8X4 4" 10X6 95 cfm tocc,j44 (r Vb oT y u/,•J(r D/A-lam r:Gr ta Plumbing.lt e ucense Name -—_-- SignatureSign - RECORD COPY i IV 3W:4 Je,Jle— ClAolo y LJW L4/ N LN b 4 dTryv 00 Iti vq7v V'- DESCRIPTION AS FURNISHED: Lot 74, WYNDHAM PRESERVE, - as recorded in Plat Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. RECORD COPY PLOT PLAN .FOR/CERTIFIED TO: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America REMAINDER LOT 7, PALMER'S SUBOMSION PLAT BOOK 2. PAGE 41 S 00P18'02" E G 60.00' PO------ F Ga LOT 75 T 4q B P I i ' I "12 6.50• zON!N •W.-DATE Ok to construct single family home with setbacks and impervious area shown on plan. 38• L4 °(a :n,,P 3bo1 to ( Ill ibn - , G-L_ P.C. 15.67' SETBACKS AS FURNISHED FRONT - 25'(•) REAR 20' SIDE - 5' (40' LOT) 7.5 • (60' LOT) 10' (75' LOT) SIDE STREET - 25• (60• & 75' LOT) IS- (40'. LOT) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM OF (2) IN SUCCESSION AT 25' PROPOSED - nNSHED SPOT GRADE ELEVATIONS PER DRAINAGE PLANS 10' FENCE ESMT. I----------I-- M.70' 33.71' LOT 74 10.00' 13.3 a O, 13.3' 10.00' v LANAI v 13.3• PROPOSED RESIDENCE 3096-WELLINGTON - A p CAFE EXT. oPnON GARAGE LEFT S.3' 14.7 f0.00• ENTR% o 10.00' DRIVE LT I 35.20' 25.20' 25.20' I — — — I I L' ESMT. — — — — WALK 00 ca LOT 73 L\ CU e 1\ DRAINAGE INLET PER CML PLAN S 00016 57" E (B.B.) 60.00' NIGHT HERON .DRI VT R/W VARIES) PROPOSED DRAINAGE FLOW AggaLOTGRADINGTYPEAMOD1 PROPOSED F.F. PER PLANS - 22.7' QQ` PLOT PLAN ONLY PLOT PLAN AREA CALCULA77ONS NOT A SURVEY TOTAL LOT AREA 7,134 t SQUARE FEET FLATWORK ON/OFF LOT - TOTAL t SQUARE FEETIFLATWORK DRIVE 403/146- 549t SQUARE FEETFOUNDATION/PAD 2.090 t SQUARE FEET WALKS 40/300- 340t SQUARE FEETREAR PATIO 89 t SQUARE FEET SOD 4,394 249 - 4,64J t SQUARE FEETFRONT PORCH DECKPOOLDECK 101t SQUARE FEET N/A t SQUARE FEET NOTE: FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROIRDED 8Y CLIENT • NOT nELO %CmneD CRUSENMEYE'R-SCOTT L:JG ASSOC, INC. - LAND SURVEYORS . LEGEND LEGEND P PLAT PAL POINT ON LINE 5400 E. COLONIAL DR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 rLkIP. r1CLDWml POE nr. PAL TYPICALPMHTOr REV[RNC CURVATUREorRCVMC NOTES: WON DOD LC. Palm CURVATLAE 1. THE UNDERSIGNED DOES HEREBY CORM' rWr DO SURKY MEETS THE SrANOAR05 OF PRACTICE SET FORTH BY 711E nORIM BOARD OFCASETCONCRETEN01404CHTRAIL. RADIAL PROFMWW SURVEYORS AND MAPPERS IN CNAPFER 51-17 FLORIN AOUNISTRA11W CODE PURSUANT TO SEC,OH 472.027. FLORIW SrATUCSIA. REAR tA• IA. /ILB 43% RECOVOKD MR. V.P. HO"ADIAL VItNESS rOtNt L UNLESS EMBOSSED WITH SURVEMS SIGNATURE AND ORIGMUL RAKED SEAL DO SURVEY MAP OR COMBS ARE NOT MA 1 DO SURVEY WAS PREPARED FROM nME WFORM010M FURNISHED TO THE SURVEYOR. MERE WY BE O REStR1CfKKIS PALLrLtt rD1NT or BM.M P01Nr or WDQtICEMNt CALLRx CALCLLATEOICRNAH2NTRE/[RENCE NCRAJCM OR EAS[MENIS flA1 AFFEC/ HMS PROPERFI: 4. No UNDERGROUND DA"M MMDrts HAVE BEEN LOCA/ED UNLESS OTHERWISE SHOWN. WO C[HKBLINE NAIL L DISK rs. BSL WINES rLooR 0.CVAT1O1 WILDING SETBACK LINE 5. THIS SUNVEY IS PREPARED FOR INE SOLE BE/IE7TF OF /NOSE CERMEO ro AND SHOULD NO? BE RELIED UPON BT' ANY OMIER [NMrr RIWRLA HT-OFCSNT.. SNT. VAY Bhp. BAN[ BARRING BENCHMARK a OILIawn now FOR ME LWAWNOF lummo VENTS HEREON SHOULD Nor BE USED t0 RECWMUCF BOUNWRr L"S. DRAINAGE 7. BEARYCS, ARE BASED ASSUMED WTUM AND ON THE LINE SHOWN AS A49C BEARM (B.G.) UTrL UTILITY a EUVADONS a SHOWN. ,WE BASED ON AmmmAL GEODETIC yEROCAI. o4nm OF 1020. UNLESS OTHERWISE NOTED. CLrC. CHAIN LINK FENCE 0. COMMATE OF AUMfOJAMN H& 459M. VDFC. • WOOD MCC C/ o • COICREI[ BLOCK PL • POINTOr CLOVAtm P. T. • POINT ESG p[SLRLOPrImI rTANGENCYO0R . ARC LENGTH DELTA C • aIISW C.L • CHORD REARM MG • HAUSAL GRADE NORTH CERnnEO or I SLUE - I- - 20' --1 1 DRAWN 0r ••• 12fol'o A PLOT PLAN 01-22-2018 381-TB THIS 8U/ L01NC\PROPDW DOES NOT LIE WITHIN THE E AGLISHED 100 YEAR FLOOD PLANE AS PER WAd' ZONE X. MAP / 12t1700090 F (09-28-07) X. CRSUCS0L 1I! LS.014rRS L/4. I RECORD COPY Filename: PARK SQUARE WELLINGTON 3,075SF.rrr Lig ting and Small Appliance/Laundry Circuits Floor Area SmAppNo LaundNo Line Neutral 3075 2 1 Lighting Summary Standard 6,754 6,754 Optional 13,725 6,754 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 2-- Dryers # 1 8 fi 4 Dryer No. No? Nameplate Line Neutral 2 0 5000 0R1 3 0 SP' Dryer Summary Standard 5,000 3,500 £PAR Optional 5,000 3,500 Heating and Cooling: Actual Number = 2 Name M? Ph No Amps Volts VA HP Line Neutral 1 M 1 1 14.0 240 3,360 01M112.0 240 480 01M115.0 240 1,200 011111424013,360 03M1114.0 240 3,360 02M112.0 240 480 02M115.0 240 1,200 021111424013,360 0Heat/Cool Summary Standard 16,800 0 Optional .16,800 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 1,200MICRO1112012001,200 1,200WH1118.5 240 4,440 0OPTPOOL11102402,400 0OPTPOOLHEAT11312407,440 0FixedApplianceSummaryStandard12,960 2,250 Other Appliances: Actual Number = 0 Optional 171280 2,250 Name------- M? Ph No Amps Volts VA HP Line Neutral Other Appliance Summary Standard 0 0 Optional 0 0 f. 2596 of Max Motor: Line is Std Only; Neutral for Both Maximum Phase Amps Volts 1 14 240 He 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 = 48,754 16,984 Maximum Amperage = 203 71 Service Voltage = 240 Service Phase = 1 L- - - - - - - - - - - - - - - - - - - - - - - - - - - - Optional Line Neutral Total Total = 40,402 16,984 Maximum Amperage = 168 71 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: PSQ3096A-ENSC - Park Sq./ WELLINGTON - 3096-A ENSUITE MiTek USA, Inc. Site Information: 66T904 Parke East Blvd. Customer Info: PARK SQUARE HMS. Project Name: PSQ3096A-ENS Model: WE 174bT 989911A5/ ENSUITE Lot/Block: 74 Subdivision: WYNDHAM PRESERVE 60' Address: 3936 NIGHT HERON DR. City: SANFORD State: FLORIDA Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2017fTP12014 Design Program: MiTek 20/20 8.1 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 65 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. Seal# Truss Name Date No. Seal# ITruss Name I Date 1 IT12976526 4CJ1 1116/18 112 IT12976537 ICJ3 1/16/18 2 IT12976527 4CJ3 1/16/18 113 IT12976538 ICJ5 1/16/18 3 IT12976528 14.15 14 1 T12976539 I D1 1 1 4 IT12976529 14KJ5 1/16/18 15 1 T12976540 I D2 1/16/18 5 IT12976530 IA1 1/16/18 16 IT12976541 JE1 1/16/18 6 IT12976531 JA2 1/16/18 117 IT12976542 IE2 1/16/18 17 I T12976532 I B1 11 /16/18 118 I T12976543 I E3 1 1 /16/18 I 18 I T12976533 1132 11 /16/18 119 I T12976544I E4 1 1 /16/18 1 19 I T12976534 I C1 1 /16/18 120 1 T12976545 I E5 1 1 /16/18 1 10 IT12976535 JC2 1/16/18 121 1 T12976546 1 E6 1/16/18 I11 I T12976536 1 CJ 1 1 /16/18 122 1 T12976547 I E7 1 1 /16/18 1 This item has been electronically signed and sealed by Albani, Thomas, PE using a Digital Signature. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Mid -Florida Lumber Acquisitions, Inc.. Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/rPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MTek'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 property incorporate these designs into the overall building design per ANSI/rPI 1, Chapter 2. January 16,2018 Albani, Thomas I of 2 RE: PSQ3096A-ENSC - Park Sq./ WELLINGTON - 3096-A ENSUITE Site Information: Customer Info: PARK SQUARE HMS. Project Name: PSQ3096A-ENS Model: WELLINGTON 3096-A / ENSUITE Lot/Block: 74 Subdivision: WYNDHAM PRESERVE 60' Address: 3936 NIGHT HERON DR. City: SANFORD State: FLORIDA JNo. Seal# Truss Name I Date 23 1 T12976548 1 E8 1/16/18 124 IT12976549 I E9 11/16/18 1 25 IT12976550 JE10 1/16/18 26 IT12976551 IF1 116/18 27 IT12976552 JF1C 1/16/18 28 IT12976553 1 F2 1/16/18 129 IT12976554 I F3 11/16/18 I 30 IT12976555 F4 8 31 T12976556 F5 1/16118 32 T12976557 I F6 1/16/18 33 IT12976558 I F6A 1/16/18 134 IT12976559 I F6C 11/16/18 I 135 IT12976560 I F7 11/16/18 I 136 IT12976561 I F8 11/16/18 I 137 IT12976562 I F8A 11/16/18 I 138 IT12976563 IFS 11/16/18 I 39 IT12976564 I F10 11/16/18 J 40 IT12976565 I F10G 1/16/18 41 IT12976566 I FT1 1/16/18 42 IT12976567 IFT2 1/16/18 43 IT12976568 IG1 1 44 IT12976569 I G2 11/16/18 1 45 IT12976570 JG3 1/16/18 46 IT12976571 I G4 1/16/18 47 IT12976572 IG5 11/16/18 J 148 IT12976573 I G6 11/16/18 1 49 IT12976574 JH1 1/16/18 150 I T12976575 I J5 11/16/18 51 IT12976576 J711/16/18 52 T12976577 JJ7G 1/16/18 53 IT12976578 JKJ5 1/16/18 154 IT12976579 1 KJ7 11/16/18 1 55 IT12976580 IKJ68 11/16/18 156 IT12976581 1 L1 1/16/18 157 IT12976582 I L2 11/16/18 1 58 IT12976583 IL3 1/16/18 59_ _IT12976584 I L4 1/16/18 1 160 IT12976585 I M1 11/16/18 1 161 IT12976586 I M2 11/16/18 1 162 IT12976587 I N1 11/16/18 1 163 IT12976588 IN 11/16/18 I 164 IT12976589 I P2 11/16/18 1 165 IT12976590 I V1 11/16/18 1 2of2 Job Truss fuss Type Oy, Ply Park Sql wELLINGTON - 3096-A ENSUITE T12276526 PS03096A-ENSC 4CJ1 JACK 2 1 Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Tue Jan 16 14:28:52 2018 Page 1 I D:emwhR I 0vL274p?vp2M3"31Yx-s6SYwjigllwpMJxRKIXHSOTi0_J1NxFA5XOMoizu12v 1- 0-0 1-0-0 2x4 = Scale a 1:6.1 LOADING ( psf) SPACING- 2-0.0 CSI. DEFL. in loc) I/de8 L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 2 999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 2 999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.00 Horz(CT) 0.00 3 n/a nla BCDL 10.0 Code FBC2017frP12014 Matrix-P Wind(LL) 0.00 2 360 Weight: 5 lb FT - 0% LUMBER - TOP CHORD 2x4 SP No.2 80T CHORD 2x4 SP No.2 REACTIONS. ( lb/size) 3=9/Mechanical, 2=137/0.7-8, 4=9lMechanical Max Horz 2-23(LC 10) Max Uplift 3-9(LC 1), 2=-63(LC 10) Max Grav, 3=12(LC 10). 2-137(LC 1), 4=19(LC 3) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purtins. 80T CHORD Structural wood sheathing directly applied or 10.0-0 oe bracing. NOTES- 1) Wind: ASCE 7-10; Vuh-140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15R; 8=45tt; L-24h; eave-Sft; Cat. It: Exp 8: End., GCpt=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 20.0psf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 tb uplift at joint(s) 3, 2. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING . Vadly, daalgn parameters and READ NOTES ON THIS AND INCLUDED afltEK REFERENCE FADE WJ-7472 rev. faM M1! BEFORE USE Design valid for use only with Mftek® Connectors. This design is bused only upon parsrneters Sttovm• and is for an individual budding eomponem, not a truss system. Before use, the budding designer must venny, the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web andMr chard members only. Additional temporary and permanent orating is aways required far Stability and to prevent Collapse wkh possible personal injury and property damage. Far general guidance regarding the Is fabrication. Storage, delivery, erection and bracing of truss" and truss systems, see ANSVM1 Quality Cnnerle, OSBAS and SCSI Building Component 6904 Parke East Bhrd. Safety Information available from Truss Plata Inswute. 218 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park SqJ WELLINGTON - 3096-A ENSUITE 1 T12976527 PS0309GA-ENSC 4CJ3 JACK 2 1 Job Reference lootionall Mid -Florida Lumber, Bartow, FL. S.130 s Sep 15 2017 MTek Industries, Inc. Tue Jan 16 14:28:53 2018 Page 1 ID:emwhR10vL27 4p?vpZM3zHy31Yx-KIOw83jSWL2gzTV4dub2W?c?tZOe56NVKJABvK8zulzu 1-0-0 3-0.0 1-0-0 3-" t 2x4 = LOADING (psQ SPACING- 2-0-0 CS1. DEFL. in lot:) YdeO Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(L-) 0.00 2-4 499 240 TCOL 10.0 Lumber DOL 1.25 SC 0.08 Vert(CT) 0.01 2-4 999 180 SCLL 0.0 Rep Stress Incr NO WIB 0.00 Horz(CT) 0.00 3 n/a n/a SCOL 10.0 Code FBC2017frP12014 Matrix-P ViAnd(LL) 0.00 2 360 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (lb/stze) 3=59/Mechanical, 2403/0.7-8, 4=26/Mectlanical Max Horz 2=41(LC 10) Max Uplift 3=19(LC 10). 2-69(1-C 10) Max Grant 3=59(LC 1), 2=203(LC 1), 4-53(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale - 1:9.4 PLATES GRIP MT20 2441190 Weight: 11 lb FT a 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oe purlins. BOT CHORD Structural wood sheathing directly applied or 10-0-0 oe bracing. NOTES- 1) Wind: ASCE 7-10: Vuft=140mph (3-second gust) Vasd=108mph; TCOL-4.2psf; BCDL=3.Opsf,, h=15ft; 8=45ft; L=24ft; eave-5ft; Cat. II; Exp 8; End., GCpi=0.18; MViFRS (directional) and C-C Exterior(2) zone:C-C for members and forces 8 MViFRS 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 100111 uplift at joint(s) 3, 2. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARMNG - Varfty daalgn pAnaraters and READ NOTES ON THIS AND NNCLUDED AMEK REFERENCE PAGE 118167475 rev. 1043R0/3 aEFORE USE. Oesign valid for use only with tArtek® Connectors. This design it bated only upon parameters shown, and is tot an individual building component, not a Wit system. Before use, the building designer must verity the applicability of design parameters and properly incorporate (hit design into the overall building design. Bracing indicated is to prevent budding of individual last web andiar chord members only. Additional temporary and permanent bracing is -ways repvired for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage, delivery, erec ion and bracing of trusses and truss systems, see ANSVTPII Ouallty Ce terls, OSS49 and SCSI Building Component 6004 Parke Eau SM. Safety Information available from Truss Ware Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314• Tampa. FL 36610 Job Truss Truss Type 0ty Ply WELLINGTON - 309&A ENSUITEPalkSqJ T12976528 PS03096A-ENSC 4.5 JACK 1 1 0 Mid -Florida Lumber, Banow, FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Tue Jan 16 14:28:53 2018 Page 1 ID:6yU3fMIX6LFiiy25NHtlWy31Yv, KIOW83iSWL2gzTWdub2W?c?pcObu6NVKJA8vK8zul2u t-0-0 S-O-O t-0 0 S." Scale = 1:12.7 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/de8 Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.37 Ven(LL) 0.03 2-4 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 SC 0.29 Vert(CT) 0.05 2-4 999 180 BCLL 0.0 - Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix-P Wrnd(LL) 0.00 2 360 Weight: 17 lb FT - 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=128/Mechanical, 2=275I0-7-8, 4=46/Medtanical Max Horz 2=59(LC 10) Max Uplift 3=47(LC 10). 2=74(LC 10) Max Grav, 3=128(LC 1), 2=275(LC 1), 4=93(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or S-" cc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0.0 cc bracing. NOTES- 1) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd-108mph; TCDL=4.2psf; BCDL=3.Opsf,, h=15ft; B=45ft; L=24ft; eave=5ft; Cat. II; Exp B; End.. GCpi=0.IS: MIAIFRS (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 2-0.0 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. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARMNG • Vartly design paramanera and READ NOTES ON THIS AND INCLUDED bUTEK REFERENCE PAGE N)F7473 rev. 1dAl2r205 BEFORE USE. Oesign valid for use onfy 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 Wily the applicability of design parameters end property incorporate this design !coo the overall budding design. Bracing indicated is to prevent buckbng of individual truss web andlor Nand members only. Additional temporary and permanent bracing is ahways required for stability, and to prevent collapse vdth possible personal injury and property damage. For general guidance regarding the is fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality criteria, OS849 and BCSI Budding component 6904 Parke East Bluff. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Sulta 312. Alexandria. VA 22314. Tampa, FL 16810 Job Truss Truss Type Oty Ply Park SqJ WELLINGTON - 3096-A ENSUITE T12976529 PS0309SA-ENSC 4KJ5 MONO TRUSS 1 1 0 Reference foot Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Tue Jan 16 14:28:54 2018 Page 1 ID:6yU3fM 1 X6LFriyZ5NHtlWy31Yw-oVZILPk4WAXbdSgRlalYpYtOoswgTYgtTsazulZt 1-5-0 3.11-10 I 7-0-14 I1-10 3.11-10 3-1-4 2.82 12 5 2 2x5 = j 7b14 7JL1a LOADING (psf) SPACING- 2 0-0 CS1. DEFL. in loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.12 2-4 666 240 TCDL 10.0 Lumber DOL 1.25 8C 0.62 Vert(CT) 0.23 2-4 346 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.00 Horz(CT) 0.00 3 n/a nla BCDL 10.0 Code FBC2017frP12014 Matrix-P 111IInd(LL) 0.00 2 360 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=229/Mechanical, 2=271/0-7-8, 4-81/Mechanical Max Horz 2=54(LC 8) Max Uplift 3=79(11-C 8). 2=80(LC 8) Max Gray 3=229(LC 1), 2=271(LC 1). 4=148(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scala - 1:15.8 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 06A BRACING - TOP CHORD Structural wood sheathing directly applied or 7-0-14 cc purlins. BOT CHORD Structural wood sheathing direly applied or 10.0-0 cc bracing. NOTES- 1) Wind: ASCE 7-10; Vutt=140mph (3-second gust) Vasd=I08mph; TCDL=4.2psf; BCDL=3.Opsf,, h=15ft; 8=45ft; L=24ft; eave=5ft; Cat. 11: Exp B; Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL-1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 2. 6) In the LOAD CASE(S) section, bads 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: 1-5=60 Trapezoidal Loads (plf) Vert: 5=O(F=30, B=30)-t-3=106(F=23, 8=23), 2-2(F=9, 8=9)-to-4=35(F=4, B=8) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARNINO - Verily design parameters and READ NOTES ON THIS AND INCLUDED AIITEK REFERENCE PAGE 1110I.7472 ray. 1d IMI S BEFORE USE. Oesign valid for use only with MTek® connectors. This design is based only upon parameters shorn, and is far an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property ineorporate this design into the ovens building design. Bracing indicated is to prevent Welding 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 truss" and sou systems, am ANSIRPII Quality Criteria, OSS42 and BC& Building component 6904 Parke Fast Bid. Safety Information available tram Truss Plate Instaule. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty Py Park SqJ WELLINGTON - 3096-A ENSUITE T12976530 PS03096A-ENSC Al GABLE 1 1 a Mid -Florida Lumber, Bartow. FL. 8.130 s Sep 15 2017 MITek Industries, Inc. Tue Jan 16 14:28:55 2018 Page 1 ID:6yU3fM1X6LFriyZ5NHtIVVy31Yw-Hh7gZUWODnf0705_414DjCLFaHOmUdOO1zulZS 1-0-0 10-0-0 20-0-0 21-04) 1-0-0 10-0-0 to." 1-0-0 Scale a 1:36.4 4x4 = Ira 3x4 = 22 21 20 19 16 17 18 15 14 3x4 = 1X4 11 tx4 11 1X4 11 1X4 11 SX5 = 1X4 II 1X4 11 1X4 11 1X4 11 Plate Offsets (X.Y1- 11&0.2-8 0-3-01 LOADING (psf) SPACING- 2-00 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) -0.00 13 n/r 180 MT20 2"/190 TCDL 10.0 Lumber DOL 1.25 BC 0.04 Ven(CT) -0.00 13 n/r 80 BCLL 0.0 Rep Stress Iner NO WB 0.05 Horz(CT) 0.00 12 n/a n/a SCOL 10.0 Code FBC2017/rP12014 Matrix-R Weight: 101 Ib FT = 0% 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 Structural wood sheathing directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 20-0-0. lb) - Max Harz 2=105(LC 8) Max Uplift All uplift 100 lb or less st joints) 2, 12, 19, 20, 21, 22. 17, 16. 15. 14 Max Grav All reactions 250 Ib or less at joint(s) 2, 12, 18, 19. 20. 21, 22, 17, 16, IS. 14 FORCES. (lb) -Max. Comp./Max. Ten. -All forces 260 (lb) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vesd-108mph; TCDL=4.2psf; BCDL-3.Opsf; h-15ft; B=45ft; L=24ft: eave=2ft; Cat. 11; Exp B; End., 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 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/rPI 1. 4) Gable requires continuous bottom chord bearing. 5) Gable studs spaced at 2 0 oc. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent with any other live loads. 7) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0.0 wide will rrt between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 12, 19, 20. 21, 22, 17, 16. IS, 14. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies OWARMNG - Varlry design Parameters and READ NOrES ON THIS AND INCLUDED MITEK REFERENCE PAGE arb7472 rev. 10=615 BEFORE USE. Design valid for use only Wan Urek® connectors. This design is baud only upon parameters shown, and is rot an WhAdual building component, not a Vass system. Before use, the busdinq designer Must very the sppktah" of design Parameters and properly, incorporate that design Imo the overall building design. 8mdng indWted is to prevent budding of inds4dual truss Web analor Chord member erdy. Additional temporary and Permanent Wading is always required for steely and to prevent casettes Won possible personal injury and property damage. Far general guidance regarding the Is Iaerkathon, storage, delivery, erection and bracing of trusses and truss systems, ace ANSVTP11 Quality Cdtar4, OSB49 and SCSI Building Component 690/ Parka East Shod. Safety Information available from Truss Plata Institute, 2111 N. Lee Street. Suite 312. Alexandria, VA 22314. Tamps, FL 361110 Job Truss Type Ory Py Park SQJ WELUNGTON - 3096-A ENSUITEruss T12976531 PS03096A-ENSC A2 EENPOST 2 1 Mid-Flodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Tue Jan 16 14:28:56 2018 Page 1 10:a82Rsi29sfNiK681x_OX2iy31YW th2m51KoGOFgwECZjeDGEdlebVSJhwm08MZxTzu12r 1-0-0 5.3-4 10&0 14-8-12 2040 21-" 1-0 0 5-3-4 4-8-12 4 8 12 5-3-4 14.0 Seale - 1:35.3 4x4 = 3x4 = SxB = 30 = LOADING (psj TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Iner NO Code FBC2017fTP12014 CS1. TC 0.45 SC 0.75 WB 0.21 Matrix-R DEFL. in Ven(LL) -0.15 Vert(CT) -0.31 Harz(CT) 0.03 Wlnd(LL) 0.03 loc) Well Ud 2-8 >999 240 6-8 >753 180 6 We We 6-8 1-999 360 PLATES GRIP MT20 2441190 Weight: 89 lb FT = OOA LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-10.2 oc purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=85410.7-8, 6-854/0-7-8 Max Harz 2=105(LC 9) Max Uplift 2-175(LC 10), 6-175(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=12561571, 3-4=957/443, 4-5=9571443, 5-6s12S6/571 BOT CHORD 2-8-391A069, 6-8=391/1069 WEBS 3-8=-3331257. 4-8-1821561, 5-8-3331257 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf: BCOL-3.Opsf; h=15ft; B-45ft; L=24ft; eave=oft; Cat II; Exp B; End.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber OOL-1.60 plate grip OOL=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-" 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 (jt=Ib) 2=175, 6=175. 11 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARNING - VM rr y aagrm paramaera and READ NOTES ON THIS AND INCLUDED fAl EK REFERENCE PAGE fa1.7471 rev. fdi02rlOfS BEFORE USE. Design valid for use only with MRek® connectors. This design is based any upon parameters thorn, and it for an Indhtdual building component. not a truss system. Before use, the budding designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing inairated is to prevent bucking of in dhMual truss Web andfor chord members any. Additional temporary AM permanent bracing is always required far stabtkty and to prevent eadapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, dedvefy, erection and bracing of trusses and truss systems, ace ANSIRPII Quality Criteria. OSB489 and SCM Building Component 6904 Puke East Blvd. Safety Information available ham Truss Plus Institde. 218 N. Lee Street. Suite 312, Alexandria. VA 22314. Tampa, FL 36610 Job Truss Typeoty PlyPark SqJ WELLINGTON - 3096-A ENSUITET12976532PLPS0309BA-ENSC 81 E 1 1 Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Iric. Tue Jan 16 14:28:57 2018 Page 1 ID:a82Rsi29s1NiK681x OX2iy31YwD4FR_Rmy2aY6S4pP7R7SSSAXm7uS29lvEo67TvzutZq 144 3.11-4 7 4 10$12 14$0 3-11.4 34-12 3-4-12 3.11.4 144 Scale - 1:26.7 04 = 11 3x4 = 10 = 30 = 7b0 7411 LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.23 Vert(LL) 0.05 6.8 999 240 MT20 2441190 TCOL 10.0 Lumber DOL 1.25 8C 0.57 Vert(CT) 0.11 6.8 999 180 BCLL 0.0 Rep Stress Inv NO WB 0.16 Horz(CT) 0.02 6 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R Wlnd(LL) 0.02 8 999 360 Weight: 77 lb FT - 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 2-644/0.3.6, 6-644/0-3-8 Max Harz 2=-80(1-C 8) Max Uplift 2=135(LC 10), 6-135(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-9291446. 3.4-709/348, 4-5=709/348. &6=929/446 80T CHORD 2-8=21IW792, 6.8=298/792 WEBS 4-8-1431417 BRACING - TOP CHORD Structural wood sheathing directly applied or 5-10-8 oc puffins. BOT CHORD Structural wood sheathing 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; Wh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf. 8CDL-3.0psf; h=15ft; 8-45ft: L=24ft; eave=oft; Cat. II; Exp 8; End., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind bads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSI/rPI 1. 4) Gable studs spaced at 2-0.0 oc. 5) This truss has been designed for a 10.0 psf bottom chord live load 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 24.0 wide will rd 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 joints) except (j1=lb) 2=135, 6-135. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARMNO • WaA/y Aldan parametare and READ NOTES ON THE AND INCLUDED MREK REFERENCE PAGE YIF7472 ray. 10N3r10IS BEFORE USE Oesign valid far use only with MRek® eruulOOora. This design is based only upon parameters snown, and Is fa an Wivieual btdleing componem, not a truss system. Before use. the bidleittg designer must verity the applicability of design parameters and properly incorporate this design'kdo the overall budding design. Bracing fr4icated late prevvuu -WAng of individual Mae web snorer dlerd members Wily. Additional temporary and petmanold bradng is yaawarequima ter stability and to prevent collapse with possible personal nlury, and propertydamage. Fer general guidanee regarding the is fabrication. storage. delivery, erection AM bradrg of in=" and truss systems. we ANSMI Ouathy Crhatla, OSS49 and SCSI Building Comportem 8904 Parke East Blvd. Safety IMormnton available from True Plate Instsule. 218 N. Lee Slreet. Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss ss Type cIU Dry PIy Park SqJMLLINGTON-3096-AENSUITE OEENPOST T12976533 PSO3096A-ENSC 82 3 1 tootionall mhurhunaa wmuer, o rtuw, rL. 2Si2 3-4-12 4x4 = 3 e.1.su S Sep i o zul 7 mi I eK InGUStneS, IM 1 ue Jan le 14:2a:57 2018 3.11.4 I." Seale - 1:26.3 a 6 33d = 3x4 3x4 = LOADING (psQ SPACING- 2-0-0 CS1. OEFL. in loe) Udeft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.96 Vert(LL) 0.06 5-7 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.48 Vert(CT) 0.14 5-7 999 180 BCLL 0.0 - Rep Stress Iner NO WB 0.11 Horz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-R Wnd(LL) 0.03 5-7 999 360 LUMBER- BRACING - TOP CHORD 2x4 SP N0.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 8=514/Mechanical, 5=58810-3.8 Max Harz 8-70(LC 8) Max Uplift 8=85(LC 10). 5=-127(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-613/327, 2-3=554/298, 3-4-5781305. 4-5=798/406. 14=441/252 BOT CHORD 7-8-149/465, 5-7-2621678 WEBS 3.7=74/290 PLATES GRIP MT20 244/190 Weight: 61 Ib FT = 0% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Structural wood sheathing directly applied or 10-" oC bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph; TCOL-4.2psf: SCOL-3.Opsf; h=15ft: 8=45ft; L=24ft; eave=oft; Cat. If: Exp 8; End., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL-1.60 plate grip OOL=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-" tall by 24-0 wide will rd 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 Ib uplift at joint(s) 8 except (jt=lb) 5=127. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING • Vadly daalgn parameters and READ NOTES ON THIS AND INCLUDED WNK REFERENCE PAGE aef-7477 ray. IM11MIS BEFORE USE manif Design valid for use only with MIT" connectors. This design is fused only upon parameters shaWn, and is for an individual building Component. not a cuss system. Balm use, the budding designer must vedfy the applicability of design parameters and property InCorporate this design into the overal budding design. Bracing indicated is to Prevent buckling of individual truss web and/or chord members only. Additional lemporary and permanent bracing is always required for stability and to Prevent Codapse with possible personal injury and properly damage. For general guidance regarding the In fabrication, storage, delivery, erection and bracing of trusses and truss "am&. see ANSVfP11 Quality Criteria, OSS49 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Tens Pima Institute. 216 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 361110 Job Truss Truss Type Oty Park SqJ WELLINGTON - 3096-A ENSUITE jPly T12976534 PS03096A-ENSC C1 MONO HIP 1 1job Reference (ontaonall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Ina 2odzV2xGjW hvmawy3IYu-hGp B-0-0 3" 4X7 Inc. Tue Jan 16 14:28:58 2018 Seale = 1:19.8 1.5X4 11 4 2x4 = 5 3x4 = LOADING (psf) SPACING- 2-0 0 CSI. DEFL. in loc) I/deg Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) 0.02 2-6 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.35 Ven(CT) 0.06 2-6 999 180 BCLL 0.0 Rep Stress Inv NO WB 0.17 Horz(CT) 0.01 5 We n/a BCDL 10.0 Code FBC2017frPI2014 Matrix-P 1Mnd(LL) 0.00 6 M 360 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 'Except' BOT CHORD 4-5: 2x4 SP No.2 REACTIONS. (lb/size) 2-527/0.7-8, 5=549/Meehanieal Max Harz 2=91(LC 8) Max Uplift 2=116(LC 8), 5=142(LC 8) Max Grant 2-527(LC 1), 5=573(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All tortes 250 (lb) or less except when shown. TOP CHORD 2-3=-565/90 BOT CHORD 24=105/453, 5.6=1021462 WEBS 3-6=0/265, 3-5=619/137 PLATES GRIP MT20 244/190 Weight: 38 lb FT - 0% Structural wood sheathing directly applied or 6-0-0 oe puffins. except end verticals. Structural wood sheathing 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.Opsr; h=15ft; B-45ft; L-24ft; eave=oft; Cat. 11; Exp B; End., GCpi=0.18; MWFRS (directional); Lumber OOL=1.60 plate grip OOL-1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) - This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3." tall by 2.0.0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=1b) 2=116,5=142. 7) Girder carries hip end with 0.0.0 right side setback, 5.0-0 left side setback, and 5.0.0 end setback. 8) Hanger(s) or other connection device(s) shall be provided sutftdent to support concentrated load(s) 229 lb down and 86 lb up at 5 0 on top chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, bads applied to the face of the truss are noted as front (F) or back (B). LOAD CASES) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3-60, 3-4-101(F=41), 2-5-34(F-14) Concentrated Loads (lb) Vert: 3-175(F) 0 WARNING • Verify design panmenra and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE a0F7472 rev. 18WIMIS BEFORE USE. Design valid rot use ordy, %AM MRek® connectors. This design is based only upon parameters shorn, and is for an Individual building component, not a truss system. Before use, the budding designer must wrty the applicability of design parameters and properly incorporate this design into the oversd budding design. among indicated is to prevent building of Individual nuts web and/or chord members only. Additional temporary and permanent braWp is always required for stability and to proven collapse with p*"We personal Injury and property damage. For general guidance regarding the faerketion. Storage, delivery, erection and bracing of trusses and truss systems, see ANSVrP11 Duality Crbarta, OS842 and SCSI Building Component Safety Information available from Truss Plate Institute. 21 a N. Lee Street. Sure 3f 2, Alexandria. VA 22314. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies i SOW Parke Eau Blvd. Tampa, FL 36810 Job Truss Truss Type Oy Ply Park SqJ WELLINGTON - 30WA ENSUITE T12976535IPS03MA-ENSC C2 MONO HIP 1 Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Tue Jan 16 14:28:59 2018 Page 1 ID:3Lcg422odzVZxGi W hvmawy3lYu-9SNBP7oD58ophOznEs9wFIFvhpcyWMCi6bDXozuRo 1-0-0 3-5.12 8.5.0 8 60 1-0-0 3512 2-114 1.7-0 i 4x8 = L5x4 II 3x4 = 2x4 11 8x8 = 4x4 = Scale a 1:23.2 I 3.5.12 3-&12 64" 2.114 I Plate Offsets (X.Yt- 14:0-5-0.0-2-01,17:0.3-0.D-4 al LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in loc) I/deg Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) -0.02 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 SC 0.44 Vert(CT) -0.03 7-8 >999 180 BCLL 0.0 ' Rep Stress Inv NO WB 0.45 Horz(CT) 0.01 6 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-P Wtnd(LL) 0.00 8 >999 360 Weight: 106 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 6-0.0 oc puffins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Structural wood sheathing direly applied or 10 0 oc bracing. REACTIONS. (lb/size) 6=021Machanical, 2-462/0-7-8 Max Hors 2=56(LC 8) Max Uplift 6=32(LC 8). 2=41(LC 8) Max Grav 6=1342(LC 12), 2-1114(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1859/12. 3.4=640/5 BOT CHORD 2-8=39/1627, 7-8=39/1627, 6-7=-11/649 WEBS 4-7-811689. 46-1572128, 3-8=0/1156, 3-7-1205/32 NOTES- 1) 2-ply truss to be connected together with 10d (0.148"xr) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9411 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated. 3) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf, BCDL=3.Opsf; h=15ft; B-45ft: L-24ft; eave=off; Cat. II; Exp B: End.. GCpi=0.18; Mi1A FRS (directional); Lumber DOL-1.60 plate grip OOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) Concentrated loads from layout are not present in Load Case(s): 03 Dead + Uninhabitable Attic Without Storage; 04 Dead + 0.6 MWFRS Wind (Pos. Intemal) Left; 95 Dead + 0.6 MVuFRS Wind (Pos. Intemal) Right; 86 Dead + 0.6 MWFRS Wind (Neg. Intemal) Left; #7 Dead + 0.6 MWFRS Wind (Neg. Intemal) Right; #8 Dead + 0.6 MWFRS Wind (Pos. Intemal) 1 at Parallel; #9 Dead + 0.6 MWFRS Wind (Pos. Intemal) 2nd Parallel; #10 Dead + 0.6 MVWRS Wind (Neg. Intemal) 1 st Parallel; #11 Dead + 0.6 MWFRS Wind Neg. Intemal) 2nd Parallel; #16 Dead + 0.75 Roof Live (bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Lett); 017 Dead + 0.75 Roof Live bal.) + 0.75(0.6 MWFRS Wind (Neg. Int) Right); #18 Dead + 0.75 Roof Live (bal.) + 0.75(O.6 MWFRS Wind (Neg. Int) 1st Parallel); 19 Dead + 0.75 Roof Live (bal.) + 0.75(O.6 MVNFRS Wind (Neg. Int) 2nd Parallel). 6) This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads. 7) ' This truss has been designed for a live bad 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. 8) Refer to girder(s) for truss to truss connections. Printed copies of this document are 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 6, 2. not considered signed and sealed and10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 635 lb down at 2-1-12. and the be63Slbdownat4-1-12, and 1022 lb down at 6-1-12 on bottom chord. The design/selection of such connection device(s) is the signature must verified on responsibility of others. any electronic Copies r.rr QWARNING - Verity design parmwten and READ NOTES ON base AND INCLUDED meters REFERENCE or E Wl-dual build building component. BEFORE USE Design valid der use ony vAth MTek®cartnacton. This design is based ony upon parameters ahovm, and is to an dMiNdust budding component, net a truss system. Before use. Me budding designer must verify Me applicability of design parameters and property interpolate this design Into the overall budding design. Bracing indicated is to prevem budding at individual truss web and/or UON member only. Additional temporary and permanent bracing is &ways required tot stability and to prevent te02pse With possible personal injury and papery damage. Fa general guidance regarding the fabrication, storage, delivery, erection and bracing of wssm and truss systems, see ANSVMI Quality Criteria, OSS42 and SCSI Budding Component 6204 Parke East 8M. Safety Information available hem Trust Fund Institute, 216 N. Lee Street, Suite 312. Adxandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oy Ply Park SqJ MLLINGTON - 3096-A ENSUITE T12976535IPS0309SA-ENSC C2 MONO HIP 1 2 job Reference foolaoriall Mid -Florida Lumber, Bartow. FL. B.130 s Sep 15 2017 Mirek Industries, Inc. Tue Jan 16 14:28:59 2018 Pape 2 ID:3Lcg422odzV2xGiU hA nlawy3lYu-9SNBP7oD58ophOznEs9wFtFvhpcyVMCi6bDXozLd2a LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (ptf) Vert: 1-4-30. 4-5-30. 2-6=-10 Concentrated Loads (Ib) Vert: 9=165(8) 10=165(8) 11=272(8) AWARNING • Ve fly design paramata and READ NOTES ON TNIS AND INCLUDED MTEK REFERENCE PAGE 11110-7472 rev. 1"MOIS BEFORE USE. Design valid for use only with Albeit® eonnetlonetrs. This design is based only upon parameters sh&mn. and is for an individual budding component, n a truss system. Before use, the budding designer mull verily the applicability of design parameters end property incorporate this design into the overall buildup design. Bracing indented is to prevent budding at krdlviauid truss web andior timed members only. Additional temporary anal permanent bracing is always required sir stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabdrotion, storage, delivery. eredion and bracing of busses and bust systems, we ANSVTPII Quality Criteria, OS&ag and SCSI Building Component 6904 Pence East SM. Salary Information available amn Truss Plate Institute, 216 N. Lee Street. Suee 312. Alexandria. VA 22314. Tampa. FL 36610 Job Truss runs Type oty, Ply,Park SqJ WELLINGTON - 3096-A ENSUITE JACK 1 T12976536 PS03096A-ENSC CJt 18 1 Job Reference t Mid-Rodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MfTek Industries, Im Tue Jan 16 14:28:59 2018 Page 1 ID:3Lcg422odzVZxGIU%Awnawy3lYu-9SNBP7oD5BopMhnEs9wf tFuEpig WS_Ci6bDXowlZa t-5-0 1-0-0 t-5-0 1-0.0 Scale: 1 d-0 1.0.01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in lot) Ude0 lad PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) -0.00 2 >999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) -0.00 2 >999 180 SCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix-P Wind(L-) 0.00 2 "'- 360 Weight: 6 le FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 Dt pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 3=43/Machanital, 2=197/0.7-8, 4-9/Mechanical Max Harz 2.52(LC 10) Max Uplift 3=43(LC 1). 2=-128(LC 10) Max Grav 3=45(LC 10).2=197(LC 1),4.19(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All fortes 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-W; Vuh=140mph (3-second gust) Vasd-108mph; TCOL-4.2psf; BCDL-3.0psf; h=25tt; a=45ft; L=24ft; eave=5ft; Cat. II; Exp B: End.. GCpib.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 psi bottom chord live load nontoncurrent 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-&0 tall by 2-0.0 wide will tit 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 (jt=lb) 2=128. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING • Vartry, design parameters and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PACE atlF7472 rev. fo&W/MIS BEFORE USE _rh Design valid lot use onywith Mfrek® connectors. This design is based only upon parameters sham, and is for an individual building component, not a truss "am. Before use, the building designer must vent' the applicability of design parameters and property incorporate this design into the overact building design. Bracing Indicated is to prevent buckling of individual truss web and/or Nord members dray. Additional temporary and permanent bracing Is always required for visibility and to prevent Collapse with possible personal injury and property damage. Far general guidance regarding the rabrfulion, storaga, delivery, erection and bracing of trusses and truss systems, sae ANSIRPll Quality Crherta, DS649 and SCSI Building Component 6204 Parka East Sled. SateryImororstlon available from Truss Plate Institute. 21a N. Lee Street. Suite 312. Alexandria. VA 22314• Tampa. FL 38610 Job Truss russ Type Oy Pane SqJ WELLINGTON - 3096-A ENSUITEty T12976537 PSO3096MENSC CJ3 JACK 16 tJob Reference loational) Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Tue Jan 16 14:29:00 2018 Page 1 ID:XXACH030OGdOZOIg2P0777y31Yt-dtxZcTorsVvpJYYzoZg9n4o27D1 kFYEMxrnKMEzul2n 1-5-0 3-0-0 j 1.5-0 - 300 Stale - 1:13.1 3.60 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Uden L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Vert(LL) 0.00 2-4 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(CT) 0.01 2-4 999 180 BCLL 0.0 ' Rep Stress Intr NO W8 0.00 Horz(CT) 0.00 3 n/a n/a SCOL 10.0 Code FBC2017frP12014 Matrix-P Wtnd(LL) 0.00 2 360 Weight: 12 tit FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=45IMechanical, 2=24310.7-8, 4=26/MeChanical Max Harz 2=84(LC 10) Max Uplift 3-23(LC 7). 2=112(LC 10) Max Grav 3=47(LC 15), 2=243(LC 1), 4=53(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. BRACING - TOP CHORD Structural wood sheathing direly, applied or 3-" oc purtins. BOT CHORD Structural wood Sheathing direly 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-45rt; L=24ft; eave=5ft; Cat. It: Exp B; End., 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 psi bottom chord live load nonconcurrem with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-64 tall by 2 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 (jt=lb) 2=112. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING • Varlly design Parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 0M174?2 raw. 1d93M1S BEFORE USE. Design valid far use arty With Mrteb®connectors. This design is based ally upon parameters shown. and is for an individual building component, not a truss "am. Before use, the building designer must venty the applicability of design parameters and property incorporate this design We the oventl budding design. Bracing itdicated is to prevent buckling of individual truss Web andfor chord members only. Additional temporary and permanent bracing is always required far stability and to prevent collapse Wah possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and tracing of trusses and truss systems, see ANSVrPI1 Quality CrherU, OS849 and BCSI Building Component 6904 Parka East SM. Safety Information available from Truss Plate Institute. 216 N. Lee Street. Suite 312. Afaxantdria. VA 22314. Tama. FL 36610 Job as fuss Type Oty Park SqJ WELLINGTON - 3096-A ENSUITE leis 1`, T12976538 PS0309BA•ENSC JACK 10 Mid•Flodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Tue Jan 16 14:29:01 2018 Page 1 ID:XXACH030OGdOZOIg2PO?77y31Yt-SrUhrpopTdo2Xxi7AMGCOKIKBScKm_7L NS04Kcgzul2m t.SO 5-0-0 t •5-0 5-0-0 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl Lid TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.03 2-4 999 240 TCDL 10.0 Lumber DOL 1.25 SC 0.22 Vert(CT) 0.06 2-4 999 80 BCLL 0.0 Rep Stress Ina NO WB 0.00 Horz(CT) 0.00 3 We n/a BCOL 10.0 Code FBC2017frP12014 Matrix-P Wind(LL) 0.00 2 360 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=t t9/Mechanicel, 2=308/0-7-0, 4=46/Mechanical Max Harz 2=118(LC 10) Max Uplift 3=65(LC 10). 2=110(LC 10) Max Grav 3=119(LC 1). 2=308(LC 1), 4=93(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:18.0 PLATES GRIP MT20 244/190 Weight: 18 lb, FT - 046 BRACING - TOP CHORD Structural wood sheathing direly applied or 5-0.0 oc puffins. BOT CHORD Structural wood sheathing direly applied or 10.0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; SCOL-3.Opsf; h=25R; B=45R; L=24f1; eave=5rt; Cat. II: Exp B; End., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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 (jl=lb) 2=110. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING • Verily, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE WI.747J rev. 10&034015 BEFORE USE. Design Valid far use ony with MRek® connectors. This design is based only upon parameters shorn, and is for an indivdual budding component, not a tntas system. Before use, the building designer must weft the appgublliry of design parameters and Property incorporate this design into the owra l building design. Bracing indicated is to prevent budding of individual truss web and/or uront members only. Additional temporary and Permanent bracing is always required tar stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the No fabrication. Burage. delivery, erection and bracing of trusses and truss systems, tee ANSVTPII Quality Criteria, OS642 and SCSI Building Component 6004 Parke Fast 8hld. Safety Information avadable from Truss Plate Institute. 216 N. Lee Street, Suite M 2. Alexandria. VA 22314. Tampa. FL 36610 Job Truss Truss Type ty Py Park SqJ WELLINGTON - 3096-A ENSUITE Io T12976539 PS0309GA-ENSC D1 MONO HIP 1 1 Job n Mid -Florida Lumber, Bartow, FL. a.13u s sep 1 * ifui i mi I ex Inoustnes. Inc. I ue aan to i4:tn:u I xuto rage t ID:7jka Vk429MH Battc6yEgLy31Ys.SrLj*opTdo2Xid7AMGCOKI K4hcHLy4WO4KcgzutZm 1-0-0 5-0-0 68-0 r 1-0-0 I 5-0-0 1.1-0 4x4 = 2,4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(L-) 0.03 2-7 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) 0.07 2-7 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.22 Horz(CT) 0.00 9 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix-R W1nd(LL) 0.02 2-7 M 360 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD OTHERS 2x4 SP No.2 REACTIONS. (lb/size) 2-4276-7-8, 9=424/0-1-8 Max Harz 2-60(LC 8) Max Uplift 2=96(LC 8), 9=96(1-C 8) Max Grav 2=427(LC 1), 9=440(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-411/64, 3-4=340167 BOT CHORD 2-7 =76/349, 6-7=471340 WEBS 4-9=335/77 8x8 11 4 Scale - 1:15.0 N 3x4 9 PLATES GRIP MT20 244/190 Weight: 28 Ill FT = 0% Structural wood sheathing directly applied or 6-0-0 oc purling, except end verticals. Structural wood sheathing directly applied or 10-" oc bracing. NOTES- 1) Wind: ASCE 7-10; VuR-140mph (3-second gust) Vasd=108mph; TCOL-4.2psf: BCDL-3.Opsf; h=15ft; B-45ft: L=24ft; eave=4ft; Cat. It: Exp B: End., GCpi=0.18; MWFRS (directional); Lumber DOL-1.60 plate grip DOL-1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psi bottom chord live load nonconeurrem 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 3-64 tall by 24-0 wide will M between the bottom chord and any other members. 5) Bearing at joint(s) 9 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 6) Provide mechanical connection (by others) of truss to bearing plate at joint(s) S. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ill uplift at joint(s) 2, S. 8) Giber carries hip end with 0410 tight side setback, 5-0-0 left side setback, and 5-0-0 and setback. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 219 lb down and 74 lb up at 5-0-0 on top 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 from (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: 2-5=32(F-12), 1-3=-60, 3.4=96(F=36) Concentrated Loads (lb) Vert: 3-175(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q "RMNG - Vartly daslon parameters end READ NOTES ON TMS AND INCLUDED AMK REFERENCE PAGE MIF7472 rev. I&VVMVS BEFORE USE. Design valid for use only with Urtek® connectors. This design is based only upon parameters Nam, and is for an individual bulking component, not a trust System. Before use, the budding designer must verity the applicability of design parameters and property incorporate this design into the overall bulking design. Bracing indicated is to prevent buckling of individual true vrab andiat chard members any. Additional temporary and permanent bracing it &We" 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 trust Systems. See ANSVTPI1 Quality Criteria, OSS42 and SCSI Building Component 6204 Parke East ShA. able from Truss plate Institute, 219 N. Lee StreaL Suite 312, Alexandria. VA 22314. Safety Information available Tam, FL 36610pa Job ss cuss Type Oy Ply Park SqJ WELLINGTON - 3096-A ENSUITEFD2 T12976540lioldPS03096MENSCMONOTRUSS10I1 Reference Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Tue Jan 16 14:29:02 2018 Page 1 ID:7jkaVk429alHBatteByEgLy31Ys-212K 18g506AOZriMvjdsMl lOg2jN4eO4pu87ztdZl 1-0 D 6.8.0 1-0-0 64.0 4x6 = Scale:3W-V 3x4 7 2x4 = B.ad Plate Offsets (X.Y1- 12:0-2-14.0-0-101 LOADING (pan SPACING- 2-0-0 CSI. DEFL. in loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(L-) -0.03 2-5 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.32 Ven(CT) -0.06 2-5 >999 180 BCLL 0.0 ' Rep Stress Inv NO WB 0.36 Harz(CT) -0.00 7 n/a nla BCOL 10.0 Code FBC2017frP12014 Matrix-R Wlnd(LL) 0.02 2-5 >999 360 Weight: 27 lb FT - ODA LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-" oc purtins, BOT CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. (Ib/size) 2=338/0-7-8, 7-220/0.1-8 Max Horz 2.71(LC 10) Max Uplift 2 82(1.0 10), 7=-40(1-C 10) 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=15ft; 8=45ft; L=24ft; eave=oft; Cat. II; Exp 8: End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL-1.60 2) This truss has been designed for a 10.0 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-" tall by 2-0-0 wide will fa between the bottom chord and any other members. 4) Bearing at joint(s) 7 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 5) Provide mechanical connection (by others) of truss to bearing plate at joints) 7. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 2, 7. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING • Varl y design parameters and READ NOTES ON THIS AND INCLUDED OTEK REFERENCE PAGE aaF7472 nov. I&VU2015 BEFORE USE KNOWrW Design valid for use only with MTek® connectors. This design is based only upon parameters sham, and is for an individual budding component. net 01111111 a truss "am. Before use, the building designer must venfy the applicability of design parameters and property incorporate this design lao the overall Oudding design. Bracing indicated is to prevent building of individual truss web and/or chord members only. Additional temporary and permanent braWp MtWisaNraysrequiredforstabilityandtopreventCollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, dalNery, erection and bracing of trusses and truss systems, ace ANSVrP11 Quality Criteria. OSS42 and SCSI Building Component 880a Parke East alw. Satey Information avallable from Truss Plate Instatae, 216 N. Lee Street, Suite M 2, Aiamndria, VA 22314. Tampa, FL 38810 Job Truss Truss Type oty Ply Park SqJ WELLINGTON - 3096-A ENSUITE T12976541 PS03096A-ENSC E1 HIP 1 Mid -Florida Lumber, Bartow, FL. 3-94 3-2-12 I S." 6814 a.17u s bep 1 * 201 r MI f ex Inousmes, Irlc. I ue Jan la 14:zv:ud Zuia rage 1 4x8 = 2.4 II 4xe = 2x4 II 6.00 12 4 18 5 8 7 a 19 20 6.5.2 3-2-12 3-9.4 Scale a 1:68.6 4x8 = 17 18 15 14 21 13 496 = 04 = 8x10 MT20HS = 2x4 I I 8x10 MT20HS = 4x4 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 Rep Stress Iner NO BCDL 10.0 Code FBC2017/rP12014 LUMBER - TOP CHORD 2x4 SP No.2 'Except' 7-9,4-7: 2x6 SP No.2 BOT CHORD 2x6 SP N0.2 'Except' 14-16: 2x6 SP No.1 WEBS 2x4 SP No.3 *Except' 4-16.9-14: 2x4 SP No.2 CSI. DEFL. in (loc) I/deb L/d PLATES GRIP TC 0.57 Vert(LL) -0.42 15 >999 240 MT20 244/190 BC 0.85 Vert(CT) -0.84 15 >570 180 MT20HS 187/143 WB 0.70 Horz(CT) 0.17 11 n/a n/a Matrix-R W1nd(LL) 0.46 15 >999 360 Weight: 509 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-10-6 oc puffins. BOT CHORD Structural wood sheathing directly applied or 7-10-7 oc bracing. REACTIONS. (lb/size) 2=3829/0-3-8, 11=3934/0-3-8 Max Horz 2=77(LC 7) Max Uplift 2-1421(LC 8), 11=1323(LC 8) Max Grav 2=4196(LC 13). 11=4207(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-8577/2955, 3d=-8588/2992, 4-5=1236814355, 5-6=1235514353, 6-8-1394514857, 8-9-1395114861, 9- 10=8649/2790, 10-11=-8646/2759 BOT CHORD 2-17= 2554/7633, 16-17-2594n758, 15-16=4776/14091. 14-15=-4776/14091, 13-14-2457/7746, 11-13=2383/7637 WEBS 3-17=-115/ 254, 4-17=0/452, 6-15=0/318, 9.13=0/511. 10-13=96/250, 5-16=1028/565, 6-16=-1994/717, 4-16=1801/5208, 8-14=1773/923. 9-14=-2582/6928 NOTES- 1) 2-ply truss to be connected together with 10d (0.148'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 (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided.to distribute only loads noted as (F) or (8), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7- 10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25R; B=451t; L=24f1; eave=5ft; Cat. II; Exp a; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (it=lb) 2=1421. 11=1323. 10) Girder carries hip end with 13.4-12 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1117 lb down and 668 lb up at 26.7-4, and 584 lb down and 297 lb up at 7-0-0 on top chord, and 1007 lb down and 369 lb up at 26-7-4 on bottom chord. The Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Verdy design parameter end READ NOTES ON THIS AND INCLUDED ANTEK REFERENCE PAGE W"472 ray. 10a122a1S BEFORE USE Ir 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 building designer must verity the applicability, of design parameters and property Incorporate this design into the &Jamil building design. Bracing indicated is to prevent Welding of individual truss web and/or c3roro members only. Additional temporary and permanent bracing is akvays required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage• delivery• erection and bracing of trusses and truss systems, see ANSIRPII Quality Criteria, OSS42 and SCSI Building Cmpanent 6904 Partm East Blvd. Safety Information available from Truss plate Institute, 21 a N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qy Ply Park Sq./ MLLINGTON - 3096-A ENSUITE T72976511 PS03096A-ENSC E1 HIP 1 Mid -Florida Lumber, Bartow, FL. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4-60, 4-19=131(F=71), S-19—W, 9.12=-W, 2-11=-44(1`=24) Concentrated Loads (lb) Vert: 4=385(F) 19=737(F) 21=1007(F) 8.130 s Sep 15 2017 M1Tek Industries, Inc. Tue Jan 16 14:29:03 2018 Page 2 ID:Tv1yi45gwut8okS3AgTTCYy31Yr-2EciEUrj901 FA?HYThEsPiOT2OsPS12odk2RgZzulZk WARNING • VW1fy dailpn parsmuars and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE aaF7472 ray. laAU OtS 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 cots 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 true web andter Chord members only. Additional temporary and parmenem 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 ANSVIV II Quality Criteria, OSS42 and BCSI Building Component 6204 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314, Tampa, FL 36610 Job Truss Truss Type Ply Park SqJ WELLINGTON - 3096-A ENSUITE 10ty T12976542 IPS0309GA-ENSC E2 HIP 1 1Job Reference footionall Mid-Florkla Lumber, ftnow, FL. a.1 ju s bell 1 o zut i ml l eK Inausmes, etc. 1 ue aan to i4:zn:ua zuto raga 1 I0:Tv1yi45gwut8okS3AgTTCYy31Yr_ckSfAszhlYzOJOxb6GKUSVgXEasvg25422YISzut2 4-9.4 9-d0 1452 2D-0-0 254'i14 31-0-0 352-72 40-0-0 1 4A 42-12 SS2 S$14 5$14 SS2 42.12 Scale - 1:68.9 Sx5 3x4 = Sx5 = 3x4 = 5x5 = r 4 17 5 8 7 1s 8 IIIIII,. iillll6lis' LL 3x6 = 16 15 14 13 12 3x4 = 3x4 = 5xa = 3x4 = 3x4 i 9.f1.0 1452 1 511-0-0 SS2 &14 2_LL14 1 31 d.0 4Ob0 1 SS2 &8-0S$14 late Offsets fX Y 14.0 2 8 0.2-41 16:0.2-8 0-3-01 18.0.2-e 0.2-41 ru40-4-0 0-3-01 LOADING (psf) SPACING- 24).0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.50 Vert(U.) -0.27 14 >999 240 MT20 244/190 TCDL 10.0 Lumber OOL 1.25 BC 0.73 Vert(CT) -0.54 14-15 >875 180 SCLL 0.0 - Rep Stress Incr NO WB 0.41 Horz(CT) 0.16 10 n/a n/a SCOL 10.0 Code FBC2017frP12014 Matrix-R Wnd(LL) 0.23 14 >999 360 Weight: 211 Ill FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.10.6 oc purtins. BOT CHORD 2x4 SP No.1 BOT CHORD Structural wood sheathing directly applied or 511-4 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2-1657/0.3.8, 10=165710-3-8 Max Horz 2=96(LC 9) Max Uplift 2-426(LC 10). 10=426(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3040/1272, 3-4-279911168. 4-5=321711403, 5-6=3493/1509, 6.7=349311509. 7-8=3217/1403, 8.9=2799/1168, 9-10=3040/1272 BOT CHORD 2-16=- 1021/2655, 1516=-830/2444, 14-15=-1141f3217, 13-14=1141/3217, 12-13=830/2444, 10.12-1021/2655 WEBS 4-16=-60/ 368, 4-15=40611081. 5-15=-601/289, 5.14=137/415. 6-14=-3331210, 7-14=1371415, 7- 13=-001/289, 8-13-406/1081. 8-12=-60/368 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7- 10: Vuh-140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCOL-3.Opsf; h=25ft; 8-45ft; L=24ft; eave=5ft; Cat. 11; Exp 8; End.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber OOL-1. 60 plate grip OOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chard in all areas where a rectangle 3.6.0 tall by 2 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 Ill uplift at joint(s) except (jt=1b) 2=426. 10=426. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARMNG • Verity dWgn pan rmtera and READ NOTES ON THIS AND INCLUDED atITEK REFERENCE PAGE a11F7472 rev. IOMM015 BEFORE USE Design valid for use ony WIM MUM connecars. This design is based only upon parameters sttavm, and is far an individual building componem, not a truss "am. Before use. thebuilding designer must verity the applicability of design parameters and property, incorporate this design imo the overall building design. Bradng indicated is to prevent budding of Individual two web and/or chord members Only. Addtianet temporary and permanent bradng is Worays required for stability and to prevent collapse with pcasibla personal iniury and property damage. far general gudanee regarding the is tabfK,lidn. garage. delivery. areetion and bracing of trusses and Vass Systems. see ANSUTP11 Owlhy, Criteria, DS649 and SCSI Building Component 6904 Parka East Blvd. Safety Information sealable from Trun Plate inaiule. 218 N. Lee Street, suite 312. Alexandria. VA 22314• Tampa. FL 361110 Job Truss Type Oy Ply SqJ WELLINGTON - 3098 A ENSUITE Puss I Ti PS03096A-ENSC E3 P 1 1 Job Reference lootionall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Tue Jan 16 14:29:06 2018 Page 1 ID:x6rKv051hB7701t Fk) _i1ny31Yq•SplgtWeSLgq 1 T778gnZ I L2z7duKfCuEJin5HuzulZh t S9 11-0 0 LX 23 0-0 2941-0 34 2-t2 15k" t 5 9 4 52-12 fs-0-0 8-0 0 8410 52-12 S9 4 -0.0 Seale - 1:88.9 Sid = 3x4 = 3x4 = 5X8 4 16 5 6 717 3x6 = 75 14 ro IN a a n 12 11 3x6 = 1. 50 II 10 = 5ke = 3x8 = t.5x4 11 LOADING ( psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 SCOL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.26 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017frPI2014 CSI. TC 0.64 BC 0.94 W8 0.31 Matrix- R OEFL. Vert( LL) Ven( CT) Horz( CT) Wlnd( LL) in ( loe) Well Ud 0. 25 13-14 >999 240 0. 54 13-14 >880 ISO 0. 15 9 n/a n/a 0. 18 13 >999 360 PLATES GRIP MT20 244/190 Weight: 208 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 2-9-1 oc punins. BOT CHORD 2x4 SP No.1 BOT CHORD Structural wood sheathing directly applied or 6-3-3 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 514. 612 REACTIONS. ( lb/size) 2=1657/0.3.8, 9=1657/0-3-8 Max Horz 2-115(LC 9) Max Uplift 2=426(LC 10), 9=426(LC 10) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=307411260, 3.4=2647/1139, 4-5=2284/1066, 56=2840/1263, 67-2284/1066, 7-8=2647/1139, 8- 9=3074/1260 BOT CHORD 2-15=1000/ 2662, 14-15=-1000/2662, 13-14 =967/2788, 12-13=967/2788, 11-12=-1000/2662, 9- 11-1000/2662 WEBS 3.14=415/275, 4-14=-286/813, 5-14=7811287, 6-12-7811287. 7-12=2861813, 8-12=415/275 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; 8=45ft; L=24ft; eave-Sft: Cat. 11; Exp B; End., GCpi= 0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load noneoncurrent 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 3-640 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=426, 9=426. 0 1 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING • VMy dealgn parsmarwaa and READ NOTES ON 1'Nf5 AND INCLUDED W7EK REFERENCE PAGE as 7q] rev. 14141]/]015 BEFORE USE. Oesign valid for use only with Mfrek® Connectors. This design is based only upon parameters shorn, and is for an Wivkull building component, not a truu system. Before use, the bubding designer must weft the applicabbny of design parameters and property incorporate Nis design into the overall budding design. B sting Indicated is to prevent budding of indkidual Was web andror chord members only. Additional temporary and permanent bracing is always required ter stability and to preveM Collapse With possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erQr]iont and bradng at trusses and sou "amf, see ANSIRPII Quality CrheAa, 05529 and SCSI Building Component 6904 Parke East 8M. Satey,ntonttatlon available frown Truu Plate Inmawe, 21a N. Lee Scram, Suite 312, Akxandna. VA 22314• Tampa, FL 381110 Job Truss Truss Type Oy Ply Perk SqJ V&LUNGTON - 3096-A ENSUITE T12976544IPSO3096A-ENSC E4 HIP 1 1 Job Reference t' onall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Tue Jan 16 14:29:07 201a Page 1 ID:x6rKvO5lh877OtI FkX_ihwYYq-w ?sD4suEOephfdalGXloZZa3H 1 OvOeENYMXfpKzulZg 1 13-0-0 20-0-0 27.0-0 33.2.12 40-0-0 1 li 9 &2-12 7-0-0 7." 6 2-12 6 A4 -0-0 Scale = 1:66.9 5x5 = 1.Sx4 11 5x5 = 3x6 = 14 ro 11 " 10 3x6 = 3x4 = Sx6 = 3x4 LOADING (psf) TCLL 20.0 TCOL 10.0 8CLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017frPI2014 CS1. TC 0.93 8C 0.95 WB 0.37 Matrix-R DE :L. in (loc) Udell L/d Vert(LL) -0.30 11-12 >999 240 _ Vert(CT) -0.55 11-12 >868 180 Horz(CT) 0.13 8 n/a n/a Wnd(LL) 0.15 11 >999 360 PLATES GRIP MT20 244/190 Weight: 199 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied. 80T CHORD 2x4 SP No.1 BOT CHORD Structural wood sheathing direly applied or 6-2-5 oe bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1657/0-3.8, 8-1657/0.38 Max Horz 2=134(LC 9) Max Uplift 2=426(LC 10), 8=426(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2975/1271. 3.4=2691/1184, 4-5=2457/1159, 5-6=2457/1159, 6.7=2691/1184, 7-8-2975/1271 BOT CHORD 2-12=-1000/2641, 11-12=-696/2169, 10-11=696/2134, B-10=100012591 WEBS 3-12-363/322, 4-12=-179/575.4-11=-141/583. 5.11=-439/252, 6-11-141/583, 6-10=179/575, 7-10=363/322 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; 8=45ft; L=24ft; eave=5ft; Cat. 11; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Extertor(2) 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 nonaoncurrent 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 344 tall by 2410 Wide Will fit between the bottom chord and any other members, with BCDL = 10.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=426, 8=426. 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 Peremetms and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGEMil-7473 raw. 110AU00IS BEFORE USE. Design valid for use only with MfTakS connectors. This design is based only upon parameters shown, and is la an individual bulking component, not truss system. Before use, the budding designer must vent' the applicability of design parameters and property interpolate this design into the overall budding design. Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required or stability and to prevent Collapse wdh possible personal injury and property damage. For general guidance regarding the Lq fabrication, storage, delivery, erection and bracing of trusses and VUss systems, see ANSVMI Quality Crheria, OSS42 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Palo Institute. 218 N. Lae Street. Suite 312. Alexandria. VA 22314. Tampa, Fl. 311610 Job Truss Truss Type pry SqJ MLLINGTON - 3096•A ENSUITET1297654510t yPark PS03096A-ENSC E5 HIP ob Reference (antionall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc Tue Jan 16 14:29:08 2018 Page 1 ID:x6rKvO5lhB??Otl FkX_ilmy31Yq-OBObHCvsyxYHm9WGEg 16m7EXRZ573vXmOGCMmzulZf t 7.9 a 15-0-0 20-0-0 25-0-0 32-2•t2 400-0 t 0-0 7.9 4 7.2.12 5-0-0 5-0-0 7.2-12 7-9-4 t0.0 Scale = 1:68.0 5x5 = t.Sx4 It Sx5 = 3x6 = „ 71 - o v 3x8 = 3x4 = 5x8 = 3x4 = LOADING (psq TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017frP12014 CSI. TC 0.90 • BC 0.95 WB 0.47 Matrix-R DEFL. in (loe) I/defl Ud Vert(LL) -0.31 11-12 >999 240 Vert(CT) -0.54 11-12 >882 180 Horz(CT) 0.13 8 n/a n/a 1Mnd(LL) 0.14 8-10 >999 360 PLATES GRIP MT20 244/190 Weight: 204 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 *Except* TOP CHORD Structural wood sheathing directly applied. 4-6: 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 6-1-15 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1657/0-3-8, 8=1657/0.3.8 Max Harz 2=153(LC 9) Max Uplift 2=426(LC 10), 8=426(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=225511266. 3.4=2736/1250, 4-5=2167/1050, 5-6=2167/1050, 6-7-2736/1250. 7-8= 296511266 BOT CHORD 2-12= 985/2666, 11-12=619/2056, 10.11=419/1984, 8-10=985/2561 WEBS 3-12=422/ 370. 4-12=304/736, 4-11=-38/449, 5-11=275/125. 6-11=38/449. 6-10=-304/736, 7-10=-422/370 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; 8=45ft; L=24ft; eave=5ft; Cat. 11; Exp 8; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL-1. 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconeurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.0psf on the bottom Chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members, 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 (A=lb) 2=426, 8=426. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNIND • Vadly demon paramafars and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PACE W}7472 rev, fdMMIS BEFORE USE: Design valid for use only vridt MRek® connectors. This design is based any upon parameters shown• and is for an individual building component, net a tress system. Before use. the building designer must verify the applicability of design parameters and property incorponne this design into the overall building design. Bracing indicated is to prevent budding of individual truss web anion chord members only. Additional temporary and permanent bracing is sways required for stability and to prevent Collapse W It possible personal injury and property damage. For general guidance regarding the fabrication, storage• delivery• erection and bracing of truaees and wu systems, see ANS MI Quality Criteria. OSS49 and SCSI Building Component 8g04 Parke East Blvd. Safety Information available fromTressPlateInstitute. 218 N. Lee street, Suite 312. Alexandria. VA 22314. Tampa. FL 36610 Job Truss Truss Type Oy Ply Park SqJ MLLINGTON - 3096-A ENSUITE T12976546 PS03096A-ENSC E6 HIP 2 1 job Reference 'o nall Mid -Florida Lumber, Banow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc Tue Jan 16 14:29:09 2018 Page 1 ID:PIPi7m6wSV7s21 CSHFVxHzy3lYp-sNzzVYvUIG3PwAkigyLGe_gTnndsSFg?gOluDzuRe 1 6-05 11$3 77-0-0 23" 28513 33tt-tt 4660 1 6 0 5 S-5.13 SSt3 6-0-0 S 5 t3 5 S 13 BOS 5x5 = 5x5 = Scab - 1:69.7 3x8 = o ,. 14 t2 3x6 = 3x4 = 3x8 = 34 = 3x4 = 3x4 = 8.4e 174L11 2Yr-rf.h 31.2-12 40.6A t I 8.2-12 B-0-D i 8-2.12 8.2-4 Plate Offsets (X Yl- 14.0.2-8 0.3-01 f5.0.3-00-2-81 16 0.2-8 0.2-41 1710.2-8 0-3-01 LOADING ( psf) SPACING- 2-0.0 CSI. DEFL. in (loe) 1/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.68 Ven(LL) 0.21 14-15 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 8C 0.76 Vert(CT) 0.42 11-12 >999 180 SCLL 0.0 Rep Stress Iner NO WB 0.72 Harz(CT) 0.13 9 nla n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-R W Ind(LL) 0.14 12-14 >999 360 Weight: 221 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-&11 oe purlins. BOT CHORD 2x4 SP No.1 BOT CHORD Structural wood sheathing directly applied or 6-1-7 oC bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6.14 REACTIONS. ( lb/size) 9-1657/0-3.8, 2=1657/0.3.8 Max Harz 2-173(LC 8) Max Uplift 9=426(LC 10), 2=426(LC 10) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-3019/1310, 3.4=-2791/1255, 4-5=-2126/1042, 5.6-1827/986, 6-7=2125/1042, 7- 8=2791/1255, 8-9=301911310 BOT CHORD 2-15=1043/2701, 14-15=79312301, 12-14=527/1841, 11-12=79312240, 9- 11-104312632 WEBS 3.15=-3041266, 4-15=159/488, 4-14=-607/383, 5-14=2371616, 6-12-238/683, 7-12--607/383, 7-11=160/487. 8-11=3041266 NOTES- 1) Unbalanced roof live bads have been Considered for this design. 2) Wind: ASCE 7- 10; Vuh-140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.0psf; h-25ft; 8=45ft; L-24ft; eave=5ft; Cat. 11; Exp 8; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWtIFRS for reactions shown; Lumber DOL=1. 60 plate grip OOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load noneoncur ent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will rd between the bottom Chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical Connection ( by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 9=426, 2=426. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies A WARNING- Vrtly dae/ gn peranretera and READ NOTES ON THIS AND MCLUDED All rEK REFERENCE PAOE NIF7472 rev. 10A1 MIS BEFORE USE. Design valid for use only with s1Rek* connecters. This design is based only upon parameters shown, and is fat an individual budding component, not a truss "am. Before use, the building designer must vedfy the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicted is to prevent budding of individual truss web and/or Uwrd members only. Additional temporary and pxnnanrxd bracing Is sways required for stability and to prevent coMpsa won possible personal injury and txoperry damage. For general guidance regarding the No fabrication. storage, dedv . region and bracing of wssda and wss systems, see ANSVrPIt Quality Crherla, OS829 and SCSI Building Component 6904 Panne East Blvd. eateryfrdomratlon avalaele from True Plate Instaute. 218 N. Lee StreeL Suite 312. Alexandra, VA 22314. Tamps, FL 36810 Job Truss Truss Type Park SqJ WELLINGTON - 3096-A ENSUITETt2976547rtylPlyPS03096AENSCE7HIP1 Job Reference factional) nuo-rioncia Lurnoer, uanOW, M. 7.9.4 7.2-12 6.1311 s Sep 15 ZU17 MTek Industries, Inc. Tue Jan 16 14:29:10 2018 Page 1 ID:xWvO5lhB??Otl FkX_i1ny31Y¢KaXLitoSWBGVW JuNfsVBBCbDFElbyegEIGJOfzuIZ< 25" 32-2-12 4D60 1 5-0-0 7.2-12 34 = Sx8 55xt.Sx4 11 45SxS Scale - 1:60.7 3x6 = o t3 0 < 3x6 = 3x4 = Sid = 3x4 LOADING ( psi) SPACING- 2-0-0 CS1. DEFL. in (lot:) Udefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) 0.33 13-14 >999 240 UT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.94 Vert(CT) 0.58 13-14 >825 180 BCLL 0.0 - Rep Stress Inv NO WB 0.52 Horz(CT) 0.13 10 n/a n/a BCDL 10.0 Code FSC2017frP12014 Mattix-R Wind(LL) 0.14 2-14 >999 360 Weight: 209 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 'Except' TOP CHORD Structural wood sheathing directly applied. 4- 8,5.6: 2x4 SP No.2 BOT CHORD Structural wood sheathing direly applied or 6-1-8 oc bracing. BOT CHORD 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=165710-3-8, 10-1657/0-3.8 Max Harz 2-169(LC 9) Max Uplift 2=-426(LC 10), 10=426(LC 10) FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3-297411280. 3-4-2762/1284, 4-6-2060/1087. 6-7=2179/1063, 7-8-2179/1063, 8. 9-2763/1278, 9-10-2973/1275 BOT CHORD 2-14=998/2682, 13-14-625/2044, 12-13=-628/1988, 10-12=993/2565 WEBS 3-14=4261368. 4-14-325/769, 4-13=54/529, 7-13=318/148, 8-13=451406, 8- 12--3211768. 9-12=-418/368 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=4.2psh BCDL=3.Opsf; h-25ft; B=45ft; L=24ft; eave=511; Cat. It: Exp S; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and (areas & 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 chard 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 BCOL = I0.0psf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joints) except (it=lb) 2= 426. 10-426. 7) Graphical puffin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING • Vady design parameters end READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE aMFf172 now. 16AMOIS BEFORE USE. rr Design valid for use only with MlrekS mnneaore. This design is based only upon parameters thorn, and is for an individual budding component, not a less system. Before use, the building designer must wady the applicability of design parameters and property incorporate this design into the oversll building design. Bracing indicated is to prevent budding of individual truss web andler awry members only. Additional temporary and permanent bracing is aNraya required tor stability and to prevent Wedged with possible personal injury and property damage. Far general guidance regarding the NEW la trication, storage, delivery, erection and bracing of trusses and was "am$. Bea ANSVIPII Quality Cnherla, OSS42 and SCSI Building Component 8204 Parke East Blvd. SafetyInformationavailablefromTrussPlateInstaute, 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 36610 Job Truss cuss Type Dry PlyPark SqJ 1NELLINGTON - 3096-A ENSUITE I T12976548 PS03096A-ENSC Ea HIP 1 Job Reference loationall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 M1Tek Industries, Inc. Tue Jan 16 14:29:11 2018 Page 1 644 6-2-12 3d-0 1344 74.0 6-2-12 644 Scale a 1:89.7 5x5 = 3x4 = 5x9 = 3x4 = t , O.f1D ( 20d-0 o00 ,Doo 30, 0.0-0 bO 10) 40t0.a0 1 Plate Offsets (X Y- 14 04-4 0-2-01 18.0-2-8 0-2-41 113:0.4-0 0.3-01 LOADING ( psf) SPACING- 2.0-0 CST. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.93 Vert(L-) -0.32 13-14 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 SC 0.23 Vert(CT) -0.58 13-14 818 180 BCLL 0.0 - Rep Stress Incr NO WB 0.38 Horz(CT) 0.13 10 n/a n/a BCOL 10.0 Code FBC2017frP12014 Matrix-R Wind(L-) 0.15 13 >999 360 Weight: 212 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.1 BOT CHORD Structural wood sheathing directly applied or 6-1-4 oc bracing. WEBS 2x4 SP No.3 JOINTS 1 Brace at Jt(s): 6 REACTIONS. ( lb/size) 2=1657/0.3.8, 10=165710-3.8 Max Harz 2-169(LC 9) Max Uplift 2=426(1-C 10), 10=426(1-C 10) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2988/1305, 3-4-271211230, 4-5=285/146. 4-6=2244/1118, 6.7=224311117. 7- 8-2450/1186, 8-9-2712/1219, 9-10=2979/1291, 5-7-2931142 BOT CHORD 2-14=1032/2668, 13-14=-711/2148, 12-13-718/2133, 10.12=1019/2594 WEBS 3-14=-383/329, 4-14=-200/611, 4-13=161/659, 7-13=458/277, 8-13-147/521, 8- 12=188/587, 9.12=353/316 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; BCOL-3.Opsf; h-2511; B-45ft: L=24ft; eave=5ft; Cat. II; Exp B; End., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 9 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-" tall by 2-0.0 wide will fat between the bottom chord and any other members, with SCOL - 10.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (t=lb) 2= 426, 10=426. 7) Graphical purtin representation does not depict the size or the orientation of the Pullin along the top and/or bottom chord. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING • Vedfy design parameters and READ NOTES ON TOM AND INCLUDED MTEK REFERENCE PAOE MP7473 rev. 16102MIS BEFORE USE. Design valid for use only vkh Wake COnnecton. 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 vedfy the applicability of design parameters and properly Incorporate this design into the overall bulking design. Bracing indicated is to prevent buckling of individual Ines web andfor chord member only. Additional temporary and permanent bracing is always required for stabNny and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss "am. ace ANSVTPIt dually Criteria. OSS42 and SCSI Building Component 88W Parka East Bhd. Safety Information available from Truss Plate Instcde. 218 N. Lee Street, Suite 312. Akundda. VA 22314. Tampa. FL 36610 Job Truss Truss Type Park SqJ WELLINGTON - 309&A ENSUITE 10ty jPty T129)6549 PS03096A-ENSC E9 HIP 1 1 Job Reference (optionall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Tue Jan 16 14:29:12 2018 Page 1 ID:xGfKvO5lhB770t1Fk)(_ilmy3K¢Hyf672yMIORzIOTHV4u__Gd_W J3lh7heEPW2ulzb t 5.10-7 11.2-5 16" 22-4-0 29-0-0 34 2-t2 a0 0-0 t 8 10 7 s31 s s &1 t SB-0 60 5.2.12 s 9 4 Scale - 1:69.7 Sx5 = a. do F2 3x4 = US = 4x6 = 3x4 = 3x4 = f.5x4 II LOADING (psi) TCLL 20.0 TCDL 10.0 8CLL 0.0 BCDL 10.0 SPACING- 2 0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Inv NO Code FBC2017frP12014 CS1. TC 0.65 BC 0.74 WB 0.93 Matrix-R DEFL. Vert(LL) Vert(CT) Horz(CT) Wlnd(LL) in (loc) Udell Lid 0.22 15-16 >999 240 0.46 15-16 >999 180 0.14 9 n/a n/a 0.18 13-15 >999 360 PLATES GRIP MT20 2441190 Weight: 218111 FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 241-14 cc puffins. 80T CHORD 2x4 SP No.1 BOT CHORD Structural wood sheathing directly applied or 6-1-5 cc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpi 6.15 REACTIONS. (Ib/size) 2=1657/0-3.8, 9-1657/0-3.8 r Max Horz 2=169(LC 9) Max Uplift 2=426(LC 10), 9=-426(LC f 0) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3043/1317, 34-280711264, 4-5=2145/1051, 6-7-2825/l336. 7-8-2627/1173. 8.9=3076/1293, 54-214911050 BOT CHORD 2-16- 105112639, 15.16-80912263, 13-15-1031/2833, 12-13-797/2300, 11-12-1030/2663, 9.11-1030/2663 WEBS 7-12-94/ 401, 8-12=-433/268, 5-15=-692/1511, 4-15=605/368, 4-16=153/477, 3-16-291/258, 6-13-336/232. 6-15-1369/672, 7-13-2991689 NOTES- 1) Unbalanced roof live bads 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; 8=45ft; L=24ft; eave=5ft; Cat. 11; Exp 8; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1. 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 'This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3.6.0 tall by 2-00 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 6) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=426, 9=426: Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNINo • V + aAry dssyn parsnwfars andREAD NOTES ON IYAS AND INCLUDED a117EK REFERENCE PAGE MII.747] rev. 10AL]015 BEFORE USE. Design valid tot use only with MRek® rxrmectors. This design is based only upon parameters shown. and is for an indivldual 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 asign. Bracing indicated is to prevent bulling of Individual truss web and/or Hord members only. Addilionat temporary and permanent bracing is always required for stay and to prevent colapse wan possible personal iniury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, we ANSI/rW1 Quality Criteria. OS842 and SCSI Building Component 69W Parke East ahtd. Safely Information available tram Truss Plate Institute. 218 N. Lee Street. Sued 312. Alexandria, VA 22214. Tampa. FL 36610 Job Truss ruse Type Oty Ply Park SqJ WELLINGTON - 3096•A ENSUITE T12976550 PSO3096A-ENSC E10 HIP 1 1 Job Refereno Mid -Florida Lumber, Bartow, FL. t 5 10 7 2-11-5 2014 S10 7 S3 75 8 Sx5 6.00 12 S 13.1:w s sep 10 Zu1 r Pat I ex Inauslnes. Inc. i ue ran to l4:tn:u4 tuba rage i Sgvalt8okS3A4rrCYy31Yr-WOA4SgrLwjO609sllP15yvyalgEbB7wxrOL DhuIZ 3-9-2 641-0 4-2-12 4-9.4 Scale - 1:62.7 15 "• " 13 12 3x8 3x4 = 3x8 = US = 4x8 = 3x4 = 8.86 1A-&0 '14 4 40.0.0 Plate Offsets (X Yl- 14:0-2-8 0-3-0I I840.2-8 0.2-41 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) I/dell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.81 Vert(LL) 0.29 13-15 999 240 TCOL 10.0 Lumber DOL 1.25 BC 0.73 Vert(CT) 0.60 13-15 795 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.98 Horz(CT) 0.14 10 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-R Wlnd(LL) 0.23 13-15 999 360 LUMBER- BRACING - PLATES GRIP MT20 2441190 Weight: 219 lb FT - 0% TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-13 cc puffins. BOT CHORD 2x4 SP No.1 BOT CHORD Structural wood sheathing directly applied or 6-1-3 cc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 6.15 REACTIONS. (lb/size) 2-16S7/0.3.8, 10=1657/0.3.8 Max Horz 2=169(LC 9) Max Uplift 2=426(LC 10). 10=426(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - Ali forces 2SO (lb) or less except when shown. TOP CHORD 2-3-304011319. 3-4=280S/1267, 4-5=2149/1052, 7-8=-3315/1512, 8.9=2809/1223, 9-10=3033/1317, 5b=2116/1062, 6-7=3835/1789 BOT CHORD 2-16-1053/2637, 15-16=-81312264, 13-15=458/2443, 12-13=-884/2462, 10-12=1060/2647 WEBS 8-12=S3/371, 515=729/1543. 4-15=-5931376, 4-16-1 S2/46S, 3-16=292/256, 7-13=-2008/1000,8-13=-447/1OS2,6-1Ss1128/594,6.13=-81811800 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=24R; eave=Sft; Cat. 11; Exp B; End., GCpi=0.18: MWFRS (directional) and C-C Extericr(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 31" tall by 2.0-0 wide will fit between the bottom chord and any other members, with BCDL = IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s) except (jt=lb) 2=426. 10-426. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING • Vrlfy design parameters and READ NOTES ON TOM AND INCLUDED /ATEK REFERENCE PAGE M&7472 rev. 104=15 BEFORE USE. Design valid far use only with Mf1ek® connectors. This design is based only upon parameters SWAM. and Is for an individual building eomponam not a truss system. Before use. the building designer must vedly the applirabliry Of design parameters and properly, incorporate this design inlo the Overall building design. Bracing indicated is to prevent buciding of inditidual truss vreb andfor chard 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 "am$. seta ANSVMI ouallty Criteria, OSB49 and SCSI Building Component 6904 Parka Ease Blvd. Safety Intonation available horn Truss Plate [module. 218 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 311810 Job runsType Oy J Py ParkSqJWELLINGTON - 3096-A ENSUITE rruss T12976551 PS03096A-ENSC GABLE 1 1 retry-rionua Lufrruer, tsarltlw, rL. ak6 1 2 a.13u S Sep lb zu Lr MI Iek Industries, Im iue Jan 15 14:29:13 201a Page 1 ID:tUz5K67Y0pGifBBery0Ag8y3lYoa9DULvpoUZgNY2T3oPDpgql9SUvoO GvA zl_zulZa Seale a 1:44.1 34 FP = 34 II 3 4 5 6 7 as 10 11 12 13 14 15 18 17 18 19 20 21 22 44 43 42 41 40 32 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 23 3x6 FP = 10 II LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) I/dell L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber OOL 1.00 BC 0.01 Vert(CT) n/a n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(CT) 0.00 23 n/a n/a BCDL 5.0 Code FBC2017/rP12014 Matrix-R Weight: 115 Ill FT - 096F, 0%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing direly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 26414. lb) - Max Grav All reactions 250 lb or less at joint(s) 44. 23, 43, 42. 41. 40, 39. 38, 37. 36. 35. 34, 33. 32. 30, 29, 28, 27, 26, 25, 24 FORCES. (lb) - Max. Comp./Max. Ten. - All faces 250 (lb) or less except when shown. NOTES- 1) All plates are 1 x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION, Do not erect truss backwards. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING • VMfy design parameters and READ NOTES ON Ties AND INCLUDED AVIVK REFERENCE PAGE Na•7472 ray. 16414013 BEFORE USE Oesign valid for use only rMh MUM eonnnaors. This design is based only upon parameters shoum, and is for an individual txdleitg ramponent, not a truss syatedr. Before use, the building designer must verify, the appgubigry, of design parameters and property Incorporate this design into the overall building design. Bracing indicated Is la prevent building of individual truss Web and/or NON members only. Additional temporary and permanent bracing Is always required for stability and to prevent cetapse unite possitte personal injury and property damage. For general guidance regarding the fabrication. Storage, delivery, erection and bracing at trusses and true systems, see ANSVrP11 Quality Criteria, OSS42 and SCSI Building Component 6004 Parke East Blvd. Safety Information available ham Truss Plate Institute, 21a N. lea Street. Suite 312. Alexandria. VA 22314. Tampa. FL 36610 Job Truss Truss Type Qry PlyPark SqJ WELLINGTON - 3096-A ENSUITE 1 T12978552 PSO3096A-ENSC F1C GABLE 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow. FL. 3X3 II 1la II 1 2 6.130 s Sep 15 2017 hznek mousmes, Inc. iue aan 1b 14:2a:ib Zulu rage I ID:ESm Np8h2Lu?nry3beVcLXEy3IY}9kumMSPxPE?WkwzwRSSpONd?nkieGCdeJzulZX Scale - 1:22.1 R R R I I I II feelfeel 22 21 20 19 18 17 16 15 14 13 12 3x3 II I'a II I)a II I)a II 1.0 II Ix3 II Ix3 II 1x3 II Ix3 II 1x3 II 3a II 6aa r — , 4a ' 1 4-0 r 1-4-0 ' t a-0 o as oao 1 0.7a Dora 1-Sa 1a 0 , 4 0 1 4a 1 4-0 LOADING (psf) SPACING- 24).0 CSI. DEFL. in foe) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) n/a n/a 999 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Ven(CT) n/a n1a 999 BCLL 0.0 Rep Stress Iner YES WB 0.03 Horz(CT) 0.00 12 n/a n/a BCDL 5.0 Code FBC2017/rP12014 Matrix-R Weight: 61 Ill FT - 0%F, 0%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(0at) TOP CHORD Structural wood sheathing direly applied or 6-0-0 oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP N0.3(flat) BOT CHORD Structural wood sheathing direly applied or 10.0-0 oc bracing. OTHERS 2x4 SP No.3(0at) REACTIONS. All bearings 13.4-0. lb) - Max Grav All reactions 250 lb or less at joints) 22, 12, 21, 20, 19. 18. 17, 16, 15, 14. 13 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARMNG - Vadfy design parameters and READ NOTES ON THIS AND INCLUDED AVIEK REFERENCE PAGE MII.7472 rev. f0ALV2015 BEFORE USE besign valid for use only, with MUM Wnneaonl. This design is based only upon parameter shorn• and is for an individual w0mg component, not a muss system. Before use, the bulling designer must weft the appeubMy of design parameters and properly incorporate this design into the overt building design. Bracing indicated is to provers --wino of hndhiidual truss web artdlor chord members only. Additional temporaryand pennanere bradnit Is always regr:red for stability and to prevent collapse Well possible personal injury and property damage. for general guidance regarding the fabrication• storage• delivery, erection and placing Of trusses and was systems, see ANSIRPII Duality Crltitrla, OSS42 and SCSI Building Component 6904 Parke East Bhid. Safety Information available from Truss Platte Institute. 218 N. Lee Strom. Suite 312. Alexandna. VA 22314. Tamps. FL 36610 Job Truss Truss Type Oty Ply Park SqJ WELLINGTON - 302&A ENSUITE 1 T12976553IPS03096A-ENSC F2 FLOOR 13 1 Jab Reference lootionall Mta-monda Lumber, Harlow, I-L. 0.1.8 H FL o ql]2 31 4x4 = ba = 1 x3 11 3x3 = 1Y3 = US = 3x4 = 3x6 FP = 1 2 3 4 5 8 f1'"-44 a.130 s Sep 15 2017 MTek Industries. Inc. Tue Jan 16 14:29:17 2018 Page 1 1 D:LhXTYR88_6OaHUgPgXPNOy31YrMw$_AHOVsi3Gs9LFIdU9zg 7nMc7k47srvyAAlzu1Z W Scale - 1:46.0 3,3 = 3x3 = 34 = 310 = 34 = IX3 II 3x4 = 3x5 = 4)9 = 7 a 9 10 11 12 13 14 15 30 29 28 27 26 25 24 23 22 21 20 19 18 17 18 1.Sx4 II US = 3x5 = 3x5 = 3x3 = 34 = 14 II 14 11 34 = 3x12 UT20HS FP = 3x5 = 4x5 = 34 II 310 = 3x5 = LOADING (pso SPACING- 1-4-0 CSI. DEFL. in (loc) I/de0 Ud TCLL 40.0 Plate Grip DOL 1.00 Tc 0.95 Ven(LL) -0.77 23-24 >423 360 TCOL 10.0 Lumber OOL 1.00 BC 0.96 Vert(CT) -1.05 23.24 >308 240 BCLL 0.0 Rep Stress Incr YES WB 0.66 Horz(CT) 0.13 16 n/a n/a BCDL 5.0 Code FBC2017frPI2014 Matrix-R LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No. t D(flat) 'Except' 16-20: 2x4 SP No. 1(8at) BOT CHORD WEBS 2x4 SP No.3(ftat) REACTIONS. (lb/size) 30=992/0.7-8, 16-992/0-3.8 FORCES. (lb) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-30=98610, 15-16=986/0, 1-2=997/0, 2-3=266710. 34-3986/0, 4-0=3986/0, 6.7=-4880/0, 7-8=5379/0, 8-9=5531/0, 9-10=5386/0, 10.11=-489610, 11-12=-4014/0, 12-13=4014/0, 13.14-2704/0, 14-15=1042/0 BOT CHORD 28-29=011933. 27-28=0/3382, 26.27=0/4518. 25-26=0/5222, 24-25=0/5531, 23-24=0/5531, 22-23=0/5531, 21-22=0/5235, 19-21=0/4540, 18-19=013413, 17-18-0/1976 WEBS 1-29=0/ 1355, 2-29=130310, 2-28=0/1021. 3-28=995/0, 3.27=0/820, 6.27=724/0, 6.26=0/503, 7-26=-477/0, 7-25=331378, 8-25=-495/174. 15.17-0/1387, 14-17=1299/0. 14-18=0/1012, 1318-987/0, 13-19=0/816, 11-19=715/0. 11-21=01496, 10-21-471/0. 10-22=37/374, 9. 22=488/181 PLATES GRIP MT20 244/190 MT20HS 1871143 Weight: 143 lb FT - 0% F, 096E Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Structural wood sheathing directly applied or 10-0.0 oc bracing. Except: 2-2-0 oc bracing: 24-25.23-24,22-23. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Required 2x6 strongbacks, on edge• spaced at 1044 oc and fastened to each truss with 3-1Od (0.131" X r) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. 17 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING • Varfy deslpn parameters and READ NOTES ON THIS AND INCLUDED ANTEK REFERENCE PAGE 11014472 raw. 160=615 BEFORE USE rr Oesign valid for use only with MRek® donneaors. This design is baud only upon parameters shown. and Is for an individual building component, not a truss "an. Before use, the building designer must verity the applicability of design parameters and propefy Incorporate this design into the overall building design. Bracing indicated is to prevent butlding of individual truss web andfor chord members only. Additional temporary and permanent bracing is always required tar stability and to Wavers collapse with possible personal injury and property damage. For general guidance regarding the M1 we fabrication. storage, delrvey, erection and bracing at trusses and truss "am&. ace ANSVMI Oualhy Criteria, OSB42 and SCSI Building Component 89W Parke East Blvd. Satery Information available sent Truss plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 36610 Job Truss Truss Type WELLINGTON - 30WA ENSUITET1297655410ty1PIyTParkSqJPS03096A-ENSC F3 FLOOR 2 Mid-Flonda Lumber, Bartow, FL. 0-1-8 HI 1-3.0 i 0.1 JU s bep 10 ZU1 r Mt l eK industries, mr. t ue Jan to t1:Za: to Zulo rage 1 ID:LhXTYRBB_6OaHUgPgXPNOy31Yn-56ONOcO7d 1 B7TJwRtL70W1XOpT77TX373Zhki8zulZV Stela • 1:32.5 3x4 = 34 = 10 = 1x4 11 1x4 II 3x3 = 3x3 = 3x4 = 4x6 2 3 4 5 6 7 a 9 10 2x3 11 44 = 3x4 = 3x3 = 3x3 = 3x3 = 34 = 3x4 = 4x6 = 3 a II LOADING (psf) SPACING- 2-0.0 CSI. DEFL. in (loc) 1/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.59 Vert(LL) -0.32 16.16 >724 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.78 Vert(CT) -0.44 15.16 >527 240 BCLL 0.0 Rep Stress Incr YES WB 0.68 Horz(CT) 0.08 11 n/a n/a BCDL 5.0 Code FBC2017/rP12014 Matrix-R Weight: 101 lb FT - 0%F, O%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or S-7-10 cc purlins, BOT CHORD 2x4 SP No. 1(flat) except end verticels. WEBS 2x4 SP No.3(flat) BOT CHORD Structural wood sheathing direly applied or 10-0-0 oe bracing. REACTIONS. (lb/size) 20=1OSWO-7-8, 11=1056/0.3-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20-105010, 10-11-1050/0, 1-2=1028/0, 2-3-2650/0, 3-4=3669/0, 4-5=4172/0, 5-6-4172/0, 6-7=4172/0, 7-8=3688/0, 8-9=2683/0, 9.10=107310 BOT CHORD 18-19=0/1986, 17-18=0/3288, 16-17=0/4024, 15.16-0/4172, 14-15=0/4036, 13.14=0/3313, 12-13=0/2028 WEBS 10.12=0/1429, 1-19=0/1397, 9-12=132810, 2-19=1333/0, 9-13=0/911, 2-18=01923, 8-13=475/0,3-18-88710. 8-14=0/522, 3-17=0/530, 7-14=-484/0, 4-17=-494/0, 7-15=178/514, 4-16=1681524 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 cc and fastened to each truss with 3-1Od (0.131" X 3") nals. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING • VAft design parameters and READ NOTES ON THIS AND INCLUDED 10TEK REFERENCE PAGE N117473 rev. 1QM3R815 BEFORE USE Design valid lot use only with MlTakS connectors. This design is based onty upon parameters stevm, and is for an Indivkual bulking component, not i a truss system. Before use, the building designer must weft the appeuWlny of design parameters and property incorporate this design Into the overall building design. Bracing indicated it to prevent txrcJdinp of irldeidual truss vreb and/or dtord members any. Additional temporary and permanent bracing is always required ter stab ft and to prevent co apea with possible personal injury and pmperty damage. Far general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, we ANSVrW1 Quality Criteria, OSS49 and SCSI Building Component 6204 Parke EM Sled. Sarey Information avaltable from Truss Plate Institute, 218 N. Lee Street, Sued 312, Alenrkria, VA 22314. Tampa, FL 3N 10 Job Truss Truss Type Oy Plyrk SqJ WELLINGTON - 3096-A ENSUITE T12976555 PS0309SA-ENSC F4 FLOOR 1 Mid+londa Lumber, Bartow. FL. 0-1-8 H 1 1134 a.130 s Sep 15 2017 MTek Industries, Inc. Tue Jan 16 14:29:18 2018 Page 1 I0:gt5dn8p1OWOVAOzN2evcy3lYfr560NOe07dI87TJwRrL70VNX04TycTYU73ZhkiBzu12V I 1—'S1 Scale = 1:28.8 4x4 = lx4 = 1x4 = 3x3 = 3x3 = 3x3 = 3d = 3d = 10 = 4dd1 = 1 2 3 4 5 8 7 8 1 rt . a .e a .A .s .. .n 24 II 4x4 = 3d = 30 = 1x4 II 1x4 II 3d = 3d = 04 = 30 II LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Ildefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.58 Ven(LL) -0.20 13-14 >999 360 MT20 244/190 TCOL 10.0 Lumber DOL 1.00 BC 1.00 Vert(CT) -0.27 13-14 >755 240 BCLL 0.0 Rep Stress Ina YES WB 0.59 Horz(CT) 0.05 9 n/a n/a BCDL 5.0 Code FBC2017/rP12014 Matrix-R Weight: 90 lb FT = 0%F, 0%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing direly applied or 6-0-0 oc purlins, BOT CHORD 2x4 SP No.213(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Structural wood sheathing directly applied. REACTIONS. ( lb/size) 18=930/0-7-8, 9=930/0-3-8 FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-18=924/0, 8-9-924/0. 1-2=891/0, 2-3=2255/0, 3.4=3009/0, 4-5=3248/0, 5-6=3021/0, 6-7-2282/0, 7- 8=930/0 BOTCHORD 16-17=0/1720, 15-16=D/2763, 14-15-0/3248, 13.14-0/3248, 12-13=0/3248, 11-12=0/2782, 10.11-0/1755 WEBS 8-10=0/1238, 1-17-0/1211, 7-10=1147/0, 2-17-1153/0, 7-11=0/733, 2-16=0/744, 6-11=-695/0, 3-16=706/0. 6- 12=0/417, 3-15=0/424, 5-12=515/29, 4-15=526/18 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. A~ mmG • vadry design parameters end READ NOTES oN rmiS AND INCLUDED sUTEK REFERENCE PAGE NO-7472 rev, fad2R015 BEFORE USE. Design valid for use only with YRek® connectors. This design is baud only upon parameters sho.m, and is for an individual building component, not a truss "am. Before use. the bulling designer muss verily the applrabibly of design parameters and property incorporate this design into the overall building design. Bracing Indicated is to prevent budding of iMtvidwl truss vieb and/or chord members ony. Additional temporary and per enem bracing is always required let stability and to provers collapse with possible personal injury and property damage. Far general guidance regaling the 1. 1cation. storage. delivery. erection and bracing of trusties and wtt "Ms. tact ANSUMI Quality Crkeria. OS" and SCSI Building Component Safety Ilomutlon available from Truss Pure Inadure, 218 N. Lee Street, Sute 312. Alexandria, VA 22314. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies MAN 88W Pence East Blvd. Tampa, FL 3MIO Job Truss Truss Type Oy Ply Park SqJ WELLINGTON - 30WA ENSUITE 1 T12976556IPS03096A-ENSC FS FLOOR 4 Job Reference lostionall Mid -Florida Lumber, Bartow, FL. 0.1-a HI 1 4x4 = 2 1-2-4 3x3 = 34 = 16 FP = 1x3 II 3x3 = 3 4 5 a 7 a.1Jt1 s sep 1D zui t tvu i eK inousmes, inc. i ue ,Ian to t+:za: to zu to rage t 10:gt5dnBplOMvOzN2evcAYn aJalbyllOKJ_STVdP2Wd2447z1LeCzb61DRHFezu12U Scale - 1:34.5 34 = 3x3 = 4x4 = 44 = a 9 10 11 q 42x3 II 4x6 = 4x4 = 3X3 = 3x3 = 1x3 II 34 = 3x8 MT20HS FP = 4x4 = 4x6 = 3,0 I I 34 = 1044 20414 Plate Offsets fX Y<— IVEdge 0-1-81 LOADING ( psi) SPACING- 2-0-0 CSI. DEFL. in (loc) UdeO Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.89 Ven(LL) 0.39 17-18 622 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(CT) 0.54 17-18 454 240 MT20HS 187/143 8CLL 0.0 Rep Stress Incr YES WB 0.73 Harz(CT) 0.08 12 n/a n/a BCDL 5.0 Code FBC2017/rP12014 Matrix-R Weight: 107 lb FT = 096F, (PAE LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP DSS(8at) 'Except' 12- 16: 2x4 SP No. I(flat) BOT CHORD WEBS 2x4 SP No.3(flat) REACTIONS. ( lb/size) 23-1121/0.7-8, 12=1121/0-3-8 FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-23=1113/0, 11-12=-111410, 1-2-1096/0, 2-3=2854/0, 3.5=-3994/0, 5-6-4685/0, 6.7--4685/0, 7-8= 4603/0, 8-9=4030/0, 9-10-2887/0, 10-11-1147/0 BOT CHORD 21-22=0/2122, 20-21=0/3553, 19.20=0/4431, 18-19=0/4685, 17-18=0/4685, 15.17=D/4461, 14-15=0/3578, 1314=0/ 2169 WEBS 11-13=0/1526, 1- 22=0/1490, 10.13-1421/0, 2-22=1427/0, 10.14=0/999, 2-21=0/1018, 9-14-961/0, 3.21=- 973/0, 9-15=0/630, 3-20=0/613, 8.15-599/0, 5-20=607/0, 8-17=-42/381, 5-19= 961634. 7-17=-441/231 Structural wood sheathing directly applied or 2-2-0 oc purlins. except end verticals. Structural wood sheathing directly applied or 10-0.0 oC bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) Recommend 2x6 strongbaaks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARMNo • Verily daalpn p rsmarars and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE FADE 1110-703 rev. 16431201E BEFORE USE Design valid for use only with MITek® cannectars. This design is based only upon parameters shown, and is for an iraivioual building component, not a tnus "am. Before use. the building designer must verdy the applicability of design parsrttsters and property incorporate this design Into the overall building design. Bracing indicated Is to prevent budding of individual tnus web andfor chard members only. Additional temporary and peffnanent bracing 4 always required for atablilty are to prevent collapse win possible personal injury are property damage. For general guidance regarding the is fabrication. storage. delivery. erection and anteing of trusses and truss systems, we ANSVIPtt Quality Criteria, OS849 and BCSI Building Component 6904 Parke East Sw Satery information available tom Truu Plate bnsleute, 219 N. Lea Street. Sues 312. Mexaratia. VA 22314. Temps. FL 36610 Job Truss Truss Type Ory Ply Park SqJ WELLINGTON - 3096-A ENSUITE T12976557 PS03096A-ENSC F6 FLOOR 2 1Job Reference (ontionall Mta+tonaa Lumber, Bartow, FL. 3x3 = 134 2 3x3 = 3 434 8.130 s Sep 15 2017 MTek Industries. Inc. Tue Jan 16 14:29:20 2018 Page 1 ID:131Dz79RWkeHWWW4atSpy3lYl-2V87pl209eRrjoepzml sbidNBHoyxZDIXtAtMzu12T 1 1-5-12 1 34 = 3x3 = 5 S Scale = 1:23.1 3x5 = 7 3x3 11 3x3 = 3x3 = 34 = 34 = 1411 1x3 II 3x3 = 34 11 LOADING (psi) SPACING- 2.0-0 CSI. DEFL. in loc) t/defl Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.54 Vert(LL) 0.02 10 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.37 Ven(CT) 0.03 10 999 240 BCLL 0.0 Rep Stress Ina NO WB 0.19 Horz(CT) 0.01 16 n/a n/a BCDL 5.0 Code FBC2017frP12014 Matrix-R LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD BOT CHORD 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) BOT CHORD REACTIONS. (lb/size) 8=645/Merhanical, 16=326/07-8, 13=803&7-8 Max Grev 8=645(LC 1), 16=370(LC 8), 13=837(LC 7) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 7-8=644/0, 1-16=365/0, 1-2-297/0, 2-3-484/0, 3.4=78/336, 4-5=261/M, 5-6-61310. 6-7-28010 BOT CHORD 14-15=0/545, 13-14-0/397, 12-13=336f78, l l-12=0/513, 1(1-11-0/513, 9-10-0/513 WEBS 7-9=0/373, 6-9=317/0, 1-15=0/396, 2-15=34510, 4-13=-482/0. 3-13=-497/0, 4- 12-01400. 5.12-415/0 PLATES GRIP MT20 244/190 Weight: 76 lb FT = 0%F, 096E Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Structural wood sheathing directly applied or 10.0-0 oc bracing, Except: 6- 0.0 oc bracing: 12-13. NOTES- 1) Unbalanced floor live bads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 104.0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase-1.00 Uniform Loads (ptf) Vert: 8-16=-10, 1-7-100 Concentrated Loads (lb) Vert: 7=291 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AwARMNO • Vast y dWgn paramaters and READ NOTES ON THIS AND INCLUDED a11TEK REFERENCE PAGE MIF7Q2 rev. Ie&WMIS BEFORE USE Design valid for use only vein NrekS connectors. This design is bused oNy upon parameter& Movm, and is for an lndhiiaual building component, not a truss system. Before use, the building designer must verity da aWkSb liry of design parameters and properly Incorporate this design into the overall building design. Bracing ind"ad is to prevent buckling dI inclMdual buns web analor Word members only. Additional temporary and permanent bracing is always required for subeey and to prevent Collapse welt possible personal injury and property damage. For general guidance regarding the Is fabrication, storage, de0very, areetion and bradng or trusses and truss systems, see ANSVTPII Quality Criteria. OS"2 and SCSI Building Component 6004 PaAro rust SM. Safety Irdam stlen available from Truss Plate Instaute, 218 N. Lae Street. Suite 312. Alexandria. VA 22314. Tampa. FL 381110 Job Truss Truss Type Park SqJ WELLINGTON - 309&A ENSUITE 10ty ly T12976558 PSO3096A-ENSC F6A FLOOR 1 1Job Reference (ootdonall Mid -Florida Lumber, Bartow, FL. F ' 1 3x8 = a.1 JU s Sep 1 O dull r Mr I eK Inbusates. Inc. i ue Jan to i4:zv:Lt Luio rage l 1D:13IDz7gRWkeHVNvOW4atSpy3lYl-V,Mi 0e3OwyZiKmMXTZ58V9Xug_ogxLRmXwOJWatZS i 141-12 3x3 = 34 = I)d II 3x3 = 2 3 4 5 3x3 = 8 Scale - 1:22.8 3x8 7 w w w a w w wKira IIVQRSV " V-F-AN I I I Ft 3x3 II 4x4 = 34 = lx3 11 34 = 10 = LOADING (psi) SPACING- 2 0 0 CSI. DEFL. in (loc) Udell Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.60 Vert(LL) 0.13 10-11 M 360 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Ven(CT) 0.18 10.11 916 240 BCLL 0.0 Rep Stress Incr NO WB 0.45 Horz(CT) 0.03 15 We n/a BCOL 5.0 Code FBC2017/rP12014 Matrix-R LUMBER- BRACING - 4x4 = 34 11 PLATES GRIP MT20 244/190 Weight: 731b FT = O%F, 096E TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-" oc puffins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Structural wood sheathing directly applied or 10-" oc bracing. REACTIONS. (lb/size) 15=741/0-3-8, 8=1032/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-737/0, 7-8=1025/0, 1-2-717/0, 2-3-1673/0, 3-4=2028/0, 4-5-2028/0. 5-6 =167810. 6-7=-716/0 BOT CHORD 13-14-0/1343, 12-13=0/2028, 11-12=0/2028, 10.11-0/1963, 9.10=0/1351 WEBS 7-9=0/953, 1-14=0/955, 6-9=-883/0, 2-14=-871/0, 6.10=0/455, 2-13=0/469, 5-10=396/0, 3.13—WS10, 5.11=-113/343 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at to-" oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. LOAD CASE(S) Standard 1) Dead . Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (ptf) Vert: 8-15=-10. 1-7=-100 Concentrated Loads (lb) Vert: 7-291 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies d.d QWARNWO • Vartry daalgn parameters and READ NOTES ON THIS AND INCLUDED WYEK REFERENCE PACE 11110.7473 rev. 1000L70tS BEFORE USE DoWp valid for use only with MRek® conneaon. This design is based only upon parameters shown, and is for an Indhaduet tadldaV tamponanL not a thus system. Before use, the building designer must verify the appli ablliy of design parameters and property Incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andle thoN members only. Additional temporary and permanent Orating is always required for stability and to prevent Collapse wen possible personal injury and property damage. Fa general guidance regarding the tabriration, storage, delivery, erection and bracing of trusses and truss systems, see ANSVMI Outatlty, Cdtela, OSa42 and SCSI Building Component 6904 Paine Fast BM. Safety information available front Truss piste Insti de. 216 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 38610 Jab Truss Truss Type pry Park SqJ IAELLINGTON - 3096-A ENSUITEPy T12976559 PS03096A-ENSC f6C FLOOR 1 1 Reference lootionall mio+ionda Lumber, tdanow. I-L. f ' 1 3x8 = 8.130 s Sep 15 2017 MTek Industries, Inc. Tue Jan 16 14:29:21 2018 Page 1 ID:13fDz79RWkeH W/vDW4atSpy3lYt-MiV0e3o"ZiftMXTZSBV9aWg5Og7VRmXwOJ Wiu1ZS F 1-0-4 Scale - 1:21.6 3x3 = tx3 II 3x3 3 4 5 34 7 w w -- — — w w r/ a FAV XVera &L" u 6\, Y-Y Y-ni ii Y Y Y 4%1% 3x3 = lx3 II 3x3 = 34 = 3x3 = 10 II 13,04 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Well L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.44 Ven(LL) -0.05 12-13 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.57 Ven(CT) -0.06 12-13 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.25 Horz(CT) -0.01 15 We We BCOL 5.0 Code FBC20171TP12014 Matrix-R Weight: 71 Ib FT = O%F, 0%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oe purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(8at) BOT CHORD Structural wood sheathing directly applied or 10-" oe bracing. REACTIONS. All bearings 7-3.8 except (jt=length) 15=0-3.8. lb) - Max Grav All reactions 250 lb or less at joint(s) 8, 9, 11 except 15=457(LC 1), 10=467(LC 1) FORCES. (lb) - Max. Camp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-450/0, 1-2-399/0, 2-3-758/0, 34=-670/0, 4-5=67010 BOT CHORD 13-14=0/749, 12-13=0/670, 11-12=0/670, 10-11-0/429 WEBS 1-14=01531, 6.9=278/0, 2-14=487/0, 5.10=512/0, 5-11=01327 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oe and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Vanity design parameters and READ NOTES ON THIS AND INCLUDED ANTEX REFERENCE PAOE a167472 rev. 10MMlS BEFORE USE Design valid gar use ardy with MRek® cannecors. This design is baud only upon parameters sham. and is for an indlvdul building componan. not a truss "aft Before use. the budding designer muff verily, the apptirAbiidy of design parameters and property bncarpanse this design into the overall bustling design. Bracing indicated is to prevent butiding of individual trust web and/or chard members only. Additional temporary and permanent orating is always retivired far stability and to prevent Collapse With potable personal injury and property damage. for general guidance regarding the tamiution, storage, delivery, erection and bracing of wales and sou systems, tea ANSVrP11 Quality Cnterla. OSS49 and BCSI Building Component 8804 Parke East Blvd. Safety Information available from Truss Plate Inst4de. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 36610 Job Truss ruse Type Oty Ply Park SqJ WELLINGTON - 30WA ENSUITE 1 T12976560 PSO3096A-ENSC F7 FLOOR 12 Job Reference lootionall MibFlorida Lumber, Bartow, FL. a.130 s Sep 15 2o17 Mi rek inlduSUtas. inc rue Jan 16 14:2922 20m rage 1 10:13fDz79RWkeH WtvDW4aiSpy31Y4_uGtO_3ehFh2ywEC484Kgjdi4P5PP6b_BMyzu12R 1-3-0 a 09 Seale - 1:21.4 1 3x6 = 34 2 3x3 = I)a II 3x3 = 3 4 5 314 = 6 3x4 = 1x3 = 71x3 = 3x3 II 3x4 = 3x3 = tx3 II 34 = 3x3 = 3x4 = 1.3 II 12.11.A 12-11mC LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) I/deg Ud TCLL 40.0 Plate Grip OOL 1.00 TC 0.41 Vert(LL) 0.07 11 999 360 TCDL 10.0 Lumber OOL 1.00 BC 0.58 Vert(CT) 0.10 10-11 999 240 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0.02 8 We We BCDL 5.0 Code FBC2017/rP12014 Matrix-R LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight: 69 lb FT - 0%F, 0%E TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0.0 of purlins, SOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Structural wood sheathing directly applied or 10-" oc bracing. REACTIONS. (Ib/size) 15=69410.3.8, 8=694/0-7-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=-689/0, 7-8=488/0, 1-2=465M, 2-3-152010. 3-4=1794/0. 4-5=1794/0, 56=15W/0, 6.7=-637/0 SOT CHORD 13-14=0/1247, 12-13=0/1794, 11-12=0/1794, 10.11=0/1762, 9-10=0/1225 WEBS 7-9=0/866, 1-14=0I886, 6.9=-818/0, 2-14=-809/0, 6-10=0/396, 2-13=O 388, 5-10-35010, 3-13-432/0, 5-11-1391259 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Off (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING - Vadfy daslpn peramaters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE W"4?3 rev. 10 UMOIS BEFORE USE Design valid for use only with M?ek® connectors. This design is based only upon parsrnalm shorn, and is for an individual budding component, not a truss system. Before use, the building designer must verify me 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 pemunem bracing is ahvays required for stability and to prevent collapse wen possible personal injury and progeny damage. For general guidance regarding the Is fabrication, storage, delivery, erection and bracing of trusses and truss systems, tad ANSVTNI Quality Criteria, OSS42 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 216 N. Lee Street. Suite 312. Alexandra. VA 22314. Tampa, FL W10 Job Truss ssType Qy Py Palk SqJ WELLINGTON - 30WA ENSUITET12976561 FLOOR 1PS03096A-ENSC FB 9 1 Job Reference Ionflonall mio+iorwa Lumber, I1111TO . I-L. a.130 s Sep 15 2017 Wait Industries, Ina Tue Jan 16 14:29:23 2018 Page 1 ID:mGDCATA3H1m8BoUP4o56_lyWA-34gGRK4GSZgOa4oOeubZDwfsOUg76gOkDrPVOPzuIZO f--1-3.0-1 F 010 Seale - 1:22.6 4x4 = 34 = 10 = 3x3 = 3x3 = 34 = 3tA 2 3 4 5 6 7 a 1x4 II 1x4 4x4 = 1x4 = 9 10 22 Q 21 3x6 = 4x4 = 34 = 313 = tx4 II 1x4 II 3x3 = 3x3 = 40 = 3x4 = 19-7.4 r 19.74 t Plate Offsets (X.Y1- 121:0.1-8.0-0.61.122:0-1-8.0-0-B) LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Lid TCLL 40.0 Plate Grip DOL 1.00 TC 0.62 Vert(LL) 0.32 15.16 718 360 TCDL 10.0 Lumber DOL 1.00 SC 0.92 Vert(CT) 0.44 15.16 522 240 BCLL 0.0 Rep Stress Iner YES WB 0.65 Horz(CT) 0.08 11 n/a We SCOL 5.0 Code FBC2017/rP12014 Matrix-R LUMBER- BRACING- PLATES GRIP MT20 2441190 Weight: 102 lb FT - 0%F, 0%E TOP CHORD 2x4 SP No.2(Oat) TOP CHORD Structural wood sheathing directly applied or 544 oC puriins, BOT CHORD 2x4 SP NO.l(flal) except end verticals. WEBS 2x4 SP No.3(8at) BOT CHORD Structural wood sheathing directly applied or 2-2-0 oe bracing. REACTIONS. (lb/size) 20=106110-3.8.11=106110-7-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1963/0, 3-4=3278/0, 4-Sa400810, 5-6=422610, 6-7-3997/0, 7-8=3252/0, B-9=192310 BOT CHORD 19-20=0/1147, 18-19=0/2751, 17-18=0/3779, 16-17=0/4226, 16.16=0/4226, 14-15=0/4226, 13-14=013760, 12-13-0/2718, 11-12=011029 WEBS 9-11=1494/0, 2-20=1526/0, 9-12=0/1146, 2-19=0/1136, 8-12=110610, 3-19=1096/0. 8-13=W742, 3.18=0/732, 7-13=70610. 4-18-697/0, 7-14=0/452, 4-17=0/445, 6- 14=562/82. 5.17-552/93 NOTES- 1) Unbalanced floor live loads have been Considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-1 Od (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 3) CAUTION, Do not erect truss backwards. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARNING • Varfy aaslpn panrrwears and READ NOTES ON THIS AND INCLUDED atl7EK REFERENCE PAGE 161-702 ray. 10.WI2e15 BEFORE USE Design valid for use only with UlTeii® connaelars. This design is based only upon parameters shown, and is for an indhAdiial building component, not a truss system. Before use, the building designer must waft the appliCabigty of design parameters and properly inCoMorate this design irit0 the Overall building design. Bracing irdCateA is to prevent budding Of individual truss web and/or chard members Only. Additional temporary and permanent bradni; is always required for stability and to prevent collapse with possible personal inlury and property damage. For general guidance regarding the fabMidion, storage, delivery, eredim and bradng of trusses and truss systems, We ANSVTPIt Quality Criteria, OSS49 and BCaI Building Component 6904 Parke Fast 8M. safety Information available from Truss Plate Institute, 2 t9 N. Lee Strad, Suite 312. Alexandria, VA 22314. Tampa, FL 36810 Job Truss russ Type Oty Ply Park SqJ 1NELUNGTON - 3096-A ENSUITE FLOOR T12976582 PSO3096A-ENSC F8A 1 1 all Mid -Florida Lumber. ,, Bartow, FL. 1 34 2 a.13D s Sep 1D zol! Mtlek Inaustnes, Inc. rue Jan le l4IZV:Z0 ZUIa rage 1 p a 10:mGDeATA3H1m88oUP4oS6_ly3IYk-OSxOsO6WiM7pOynmJdIILKB?IOadjtg9ubSHHz uIZO dal I 1 - Yi - Scale - 1:32.7 34 1tLi = 3xS = 10 11 3x5 = 1x3 II ba II 34 = tx3 11 3x3 = 3x3 = Ila = 3 4 5 6 7 B 9 10 11 12 F41IN. Sal No. - ri W 0 E 0E 'VIAill 1— i Li i i. 3x3 11 3x3 = 34 = tx3 II 3A = 3x4 = 3x3 = 3x3 = 1x3 II 10 = 3x3 = tx3 It 14.242 26 q 25 LOADING (psf) SPACING- 24-0 CS1. DEFL. in (loc) I/dell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.72 Van(LL) -0.09 17-18 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.79 Vert(CT) -0.13 17-18 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.49 Horz(CT) 0.02 13 n/a n/a BCDL 5.0 Code FBC2017frP12014 Matrix-R Weight: 107 lb FT - 0%F, 0%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oC pudins, BOT CHORD 2x4 SP Nc.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Structural wood sheathing directly applied or 6-0-0 oe bracing. REACTIONS. (lb/size) 24=199/0-3.8, 13=610I0.7-8, 20=1313&3-8 Max Uplift 24-49(LC 4) Max Grav 24=301(LC 3). 13=619(LC 4), 20=1313(LC 1) FORCES. (lb) - Max. Comp.IMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-24-296/52, 12-13=-013/0, 2-3=262/345, 3.4=0/896, 4-5=0/896, 5-6=738/0, 6-7-738/0, 7-8=738/0, 8.9=1438/0, 9.10=1438/0. 10-11=126910, 11-12=557/0 BOT CHORO 22-23=-1821398, 21-22=536196. 20-21=536/96, 18-19=0/738, 17-18=0/l235, 16.17=0/1438,15.16=0/1438.14-15=011068 WEBS 1-23=110/293, 2-22-338/0. 3-22=0/375, 3.20=724/0, 5-20=1064/0. 5.19=0/1037, 6.19s483/0, 12-14=0/757, 11-14=711/0, ll-15=0/278, 10.15=-277/0, 8-17=0/318, 8-18=-713ro, 7-18=01278 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 49 lb uplift at joint 24. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oe and fastened to each truss with 3.10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies A WARNING • Vartfy Alden parsmatm and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 11616703 ray. 164MOIS BEFORE USE Design valid for use only wrist MfTekS c4mmeta t. This design is bused ordy upon parameters short, and is for an indWual Oinking Component. not a truss "am. Betaro use. the budding aeaignet must verity the applirabany at design parameters and pro" V incorporate this demon info the overall building design. Bracing indicated is to prevent bucidinp of indh4duet truss web snorer dmfd members only. Additional temporary and permanent bracing is atvraya required for mu zany and to prevent collapse with possible personal injury and property damage. For ganand guaance regarding the Is fabrication. sarage. de ivery, erection and bracing of trusses and truss systems, see ANSIRPII Duality Criteria. OSS49 and BCSI Building Component 6904 Parke Ease BM. Sataty Intomuttion available from Tnm Pima Insubae. 218 N. Lee Street, Sue* 3f2, Alexandria, VA 22314. Tampa, FL 366t0 Job Truss Truss Type Oy Ply Park SqJ WELLINGTON - 309&A ENSUITE T12978563IPSO3096A-ENSC F9 FLOOR 1 1 Job Reference (ontionall Mitl+WM Lumber. UanoW, FL. 0.14 H 1-1-3.0 4x4 1x3 = lid = 1 2 1 8.130 s Sep 15 2017 MTek Industries, Inc. Tue Jan 16 14:29:26 2018 Page 1 10:ESm NpBh2Lu?my3beVd.XEy31Yj-sIV03M79kUC RXXzJOBGrZ1N4hjOLSIAvpd9_kzu12N OiA Settle = 1:33.8 4x4 = 14 = 4x4 = 3x3 = 34 = 1x3 II 11A II 3x3 = 3x3 = 4x4 = 14 = 2 3 4 5 6 7 B 9 10 1.5x4 11 4x8 = 4x4 = 3x3 = 3x3 = 34 = 3x3 = 04 = 4x6 = 1.Sx4 11 24 23 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip OOL 1.00 TC 0.70 Vert(L-) -0.35 15-16 >681 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.88 Vert(CT) -0.48 15-16 >495 240 BCLL 0.0 Rep Stress Inkr YES WB 0.68 Harz(CT) 0.08 11 n/a n/a BCDL 5.0 Code FBC2017/rP12014 Matrix-R Weight: 102 lb FT = 0%F, 096E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-2-13 oc purlins, BOT CHORD 2x4 SP No. I(flat) except end verticals. WEBS 2x4 SP No.3(ftat) BOT CHORD Structural wood sheathing directly applied or 10-" oc braking. REACTIONS. (lb/size) 20=107910-7-8, 11-1079/0-7-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=1073/0, 10-11=1073/0, 1-2=1053/0, 2-3=2722/0, 3-4-3788/0, 4-5=4346/0, 5-6= 434610, 6-7-434610, 7-8-378810. 8-9-2722/0, 9-10=105310 BOT CHORD 18-19=0/2035, 17-18=0/3384, 16-17=014166, 15-16-0/4346, 14-15=0/4166, 13-14-0/3384, 12-13- 012035 WEBS 10- 12-0/1431, 1-19=0/1431, 9-12=1366/0, 2-19=1366/0, 9.13=0/956, 2-18=0/956, 8-13= 920/0, 3-18=92010. 8-14=0/562, 3-17=0/562, 7-14-525/0, 4-17=525/0, 7-15= 151/601, 4-16=151/601, 5.16=283120. 6-15=-283/20 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0.0 oc and fastened to each truss with 3.10d (0.131X 3-) nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARMND - Vally, design parameters and READ NOTES ON THIS AND INCLUDED YITEK REFERENCE PAGE aa47472 rev. 141MMIS BEFORE USE. Design valid fa use any with MRek® cannenan . This design is laud onty upon parameters shown. and is for an individual buadtnp component, net a truss system. Before use, the building designer must vendy, the appk&Whty at design parameters and property incorporate this design true the overall bulldog design. Bracing indicted is to prevent buckling of individual truss web andla rldro members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse aah passible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing at trusses and truss systems, see ANSVrPt1 Quality Criteria, 03942 and Wall Building Component 6904 Parke East SM. Safety Information available from Thin Wete Instmde. 210 N. Lee Street, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Qy Park SqJ %ELLINGTON - 3096-A ENSUITEty T12978564 PSO3096A-ENSC F10 FLOOR 3 1Job Reference loationall Mid -Florida Lumber, Bartow, FL. 0-1.8 H 1 1-yp i a.l3u s sep 1b zu1 i Mt f ex inaustnes, inc. i ue .tan lb 14:2a:14 zula rape 1 ID:Tvlyi45gwut8okS3AgTTCYy31Yr-OLnsYFzdZohh?hcgcVxSL I NOrsgvXn7PNV&O2u1ZZ 1 1-2-8 i °f1 _ S e - 1:21.9 3x4 = I)a = 34 = 3t0 = 1x3 II 3x3 = 3x3 = 1x3 = 2 3 4 5 B 7 OWN WAS ri Y Y- a i 011 1x3 II 3x4 = 3x3 = 14 11 3x3 = 34 = 3x4 = 1x3 11 1 13.2.8 13.21 Plate Offsets (X Yt— 17.0.1-8 Edael LOADING (psf) SPACING- 2-0-0 CST. DEFL. in loc) Well Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.40 Vert(L-) -0.09 10.11 >999 360 MT20 2441190 TCOL 10.0 Lumber DOL 1.00 8C 0.67 Vert(CT) -0.12 10.11 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.42 Horz(CT) 0.03 8 Na We BCOL 5.0 Code FBC20171rP12014 Matrix-R Weight: 69 lb FT - 0%F, 0%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Structural wood sheathing direly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 15=706/0.7-8, 8=70610.7-8 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-15=70110, 7-8=699/0, 1-2=-651/0, 2-3=1542/0, 3.4-1847/0, 4-5=1847/0, 5b=1547/0, 6-7=-649/0 BOT CHORD 13-14=0/1246, 12-13-0/1847, 11-12-0/1847, 10-11=0/1808, 9-10=0/1250 WEBS 7-9=0/882. 1-14=0/884, 6.9=-83510, 2-14=-828/0, 6-10=0/414, 2-13=0/416, 5-10=363/0, 3.13=478/0, 5-11=-1341282 NOTES- 1) Unbalanced floor live loads have been Considered for this design. 2) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARNINO • V dfy design parameters and READ NOTES ON THIS AND INCLUDED a/1TEK REFERENCE PAGE 0F7472 rev. 10ADMIS BEFORE USE Design valid fat use only with Wek® Connectors. This design Is laud only upon parameters Shown. and is for an individual building carnponeht, not a truss "am. Before use. the building designer must verfy the appliubllily, at design parameters and property incorporate this design into the overall budding design. Bracing indicated is to prevent budding of Individual truss web andlar rhmd members only. Additional temporary and pemtanam bmdrg Is always required for stability and to prevent Collapse with possible personal W W and property damage. For general guidance regarding the fabrication. Storage, delivery, erection and bracing of trusses and trust system, see ANSVIPII Quality Criteria, OSS46 and SCSI Building Component 6904 Parke Fad Blvd. Safety Information available ham Truss Plate Institute. 218 N. Lee Stroll. Suite 312. Alexandria. VA 22314. Tamps. FL 36610 Job Truss Truss Type Park SqJ V ELLINGTON - 3096-A ENSUITE 10ty-T T12976565 PS03096A-ENSC F10G GABLE 1 1 mid -Fiona Lumber. Banow, FL. 6.130 s Sep m 2ow MTek Industries, Inc. Tue Jan 16 14:29:15 2018 Page 1 10:TAyi45gvAnSakS3AgT rCYy3lYr-hXLElb_FK6pYa8sADShuf vegGSPGKUZNeT46szu12Y OM 0" Scale - 1:21.2 i i i i i i i i ! min 22 21 20 19 18 17 16 t5 14 13 S•11-12 6.7-4 1-" 0.04 ' 0.71 0.7-4 1.3.4 ' 04 4 1.44 ' 1-" ' 1.40 LOADING (psf) SPACING- 2-0.0 CSI. DEFL. to loe) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.08 Vert(LL) nla nla 999 MT20 2441190 TCOL 10.0 Lumber DOL 1.00 BC 0.01 Ven(CT) We n/a 999 BCLL 0.0 Rep Stress Ina YES WB 0.03 Horz(CT) 0.00 12 n/a n/a BCDL 5.0 Code FBC20171TPI2014 Matrix-R Weight: 58 lb FT - 0%F, 0%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Structural wood sheathing directly applied or 10-" oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 13-2-8. lb) - Max Grav All reactions 250 lb or less at joint(s) 22. 12, 17. 13. 14, 15, 16. 21, 20. 19, 18 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 1 x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 4) Gable studs spaced at 1-4-0 oc. 5) Recommend 2x6 strongbacks, on edge, spaced at 10.0.0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARNING • VaAfy Aldan parsmafara and READ NOTES ON fM5 AND INCLUDED aaIEK REFERENCE PAGE 1.7172 raw. 1dW/]dfS BEFORE USE Design valid for use only with Mrtek® connectors. This design is based only upon parameters sham nl, and is for an Indiri kiat building component, not at as system. Before use, the building designer must venfy the applimbdity of design parameters and properly, incorporate this design into the overt building design. Bracing indicated V to provers budding of indk4dual truss web and/or dtoro members only. Additional temporary and permanent bracing is akvsys required for stability and to prevem collapse with possible personal Injury and prop" damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIRPIt Quality Criteria, OSM2 and SCSI Building Canponam 8904 Parke East Blvd. Safety Information available from Truss Plote Insmuta. 218 N. Lee Street. Sued 312, Alexandria, VA 22314. Tampa. FL 36610 Job Truss cuss Type Oy PlyPark SqJ MLLINGTON - 3096-A ENSUITE T12976566 PS03096A-ENSC FT1 FLOOR 1 Mid -Florida Lumber. Bartow. FL. 8.130 s Sep 15 2017 MiTek Industries. Inc. Tue Jan 16 14:29:27 2018 Page 1 ID:NJeA5000ZzYPKz\thozPTsy3W)z-Lr'JmHh7nVOK2h6AtkfVNmPXYSGD4mA K8TNiXAzul2M 3.541 35S - 4X4 = 5 6 2 2x4 II Scale - 1:2.4 1.SX4 11 4X4 = LOADING (psf) SPACING- 1-0-0 CSI. DEFL. in loc) Uden Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TIC0.72 Vert(LL) 0.00 4 "" 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 8C 0.01 Vert(CT) -0.00 4 >999 240 BCLL 0.0 Rep Stress Inv NO WB 0.00 Horz(CT) 0.00 3 n/a We BCDL 5.0 Code FBC20171TPI2014 Matrix-P Weight: 39 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-S-8 oil purlins• 80T CHORD 2x4 SP No.2 except end verticals. WEBS 2x4 SP No.2 'Except' 80T CHORD Structural wood sheathing directly applied or 10-0-0 oil bracing. 1-3: 2x4 SP No.3 REACTIONS. (lb/size) 4=1407/Mechanic81, 3=879/Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4=1399/0.2-3-87110 NOTES. 1) 2-ply truss to be connected together with 10d (0.1489f3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0.7-0 oc. Bottom chords connected as follows: 2x4 - 1 row 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 (8), unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc; and fastened to each truss with 3.10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1056 lb down at 0.8-0, and 1056 lb down at 2-0.0 on top chard. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase-1.00 Uniform Loads (plf) Vert: 3.4-5. 1-2-50 Concentrated Loads (Ib) Vert: 5=1056(F) 6-1056(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARNUN3 • Varly, design parameters and READ NOTES ON THIS ANO INCLUDED a11TEK REFERENCE PAGE AIIW472 raw. 110AXI IS BEFORE USE Design valid for use only With IARekle connector. This design is based only upon parameters shown, and is for an individual building component, not a trues system. Before use, the building designer must vefly the app8ublliy of design parameter and property incorporate this design into the overs6 building design. Bracing indicted is to prevent butldirg of individual truss web andrer Chard members any. Additional temporary, and pemtanerd trading is AWays required to stability and to prevent collapse wan postible personal "and property damage. For general guidance regarding the fabrication. storage, delivery, unction and bracing of wtses and wet Systems, Bee ANSVMI Quality Cnterle, OS842 and SCSI Building Component 6904 Palm Fast Blvd. Safety Information available Own Tnres Plate institute. 218 N. Lee Sweet. Suite 312. Alexandria. VA 22314. Tamps, FL 36810 Job Truss cuss Type Oy Ply Park SqJ WELLINGTON - 3096-A ENSUITE T12976567IPS03096MENSCFT2FLOOR12all I Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MITek Industries, Inc. Tue Jan 16 14:29:28 2018 Page 1 1 D:NJeA50DOZzYPKzVhozPTsy3Wjz-p 1 d9U 18PGSSigrhMRRBkw_ym9VbSpDATN76G3auRL 3-5.0 335-0 4x4 = 1.Sx4 11 2x4 4x4 = Scale a 1:0.4 LOADING (psf) SPACING- 1.0-0 CSI, 3-50 OEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.47 Ven(LL) 0.00 4 •"' 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Ven(CT) -0.00 4 >999 240 BCLL 0.0 Rep Stress Incr NO W8 0.00 Horz(CT) -0.00 3 Me nla SCOL 5.0 Code FBC2017frPI2014 Matrix-P Weight: 38 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x6 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.2 'Except' BOT CHORD 1-3: 2x4 SP No.3 REACTIONS. (Ib/size) 4-421/Mechanical, 3=68 1 /Mechanical - FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-4= 413/0, 2-3=673/0 Structural wood sheathing directly applied or 3-5-0 oc purling, except end verticals. Structural wood sheathing directly applied or 10-0-0 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.148"x3') nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x6 - 2 rows staggered at 0-94 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 0C. Webs Connected as follows: 2x4 - 1 row at 0-9-0 or- 2) All loads are considered equally applied to all plies, except it noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply Connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131' X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) This truss is designed for a creep factor of 1.50, which is used to calculate the Vert(CT) deflection per ANSI/TPI 1. The building designer shall verify that this parameter fits with the intended use of this Component. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase-1.00, Plate Increase=1.00 Uniform Loads (ptf) Vert: 3.4-5, 1-2=50 Concentrated Loads (lb) Vert: 5=930 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARMNO-vaA rrtQrydesigng elet connectors. and READ NOesig is bass only INCLUDED par 0 seers REFERENCE PAGE aevdual rev. ng comp S aEFORE USE Design valid far use any aelh MRe1c®cannectors. This design u based eruy upon parameters Ma+m, and is for an individual WlWinq camponem, not a trues system. Before use, the Wilding designer must v" the applicatift of design parameters and property inmrporme this design into the overall Wilding design. Bracing indicated is to prevent buciddg of individual truss web anNor caord members a*. Adddonal temporary and permanent Waring is always required for stability and to prevent eWapu with possible personal "jury and property damage. For general guidance regandrg the fabrication, storage, delivery, erection and tracing at wales and miss systems, see ANSVfM 0ua8ty Criteria, OSS49 and BCSI Building Component 6904 Parke Em SM. Safety Mfamunion available ham Ttuss Pine Institute. 218 N. Lee Street. Sues 312. Aloundna, VA 22314. Tampa, FL 36610 Job Truss Truss Type 0y Ply Park SqJ WELLINGTON - 30WA ENSUITE I 11 Tt2978568 PS0309BA-ENSC 01 FLAT Mid -Florida Lumber, Bartow. FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Tue Jan 16 14:29:29 2018 Page 1 ID:ESm_NpBh2Lu?my3beVcLXEy31Y]-HEBXhN91 I P821?GY?9izSBWBvmUYYUdbnspb2zuM( 1-10$ 1-10.6 1.10-6 1-10-6 1.10.6 2-0-2 2x4 II 5t®= t.Sx4 II 4x4 = t 2 3 4 Seale = 1:22.4 t.Sx4 II 54 = 2x4 II 5 4x4 = 6 7 a 4x4 = 4x4 = LOADING (pan SPACING- 1-4-0 CSI. DEFL. in (loc) I/deb Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) 0.12 12-13 2-999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.73 Vert(CT) 0.16 12-13 958 240 BCLL 0.0 Rep Stress Incr NO WB 0.51 Horz(CT) 0.03 9 We We BCOL 5.0 Code FBC2017frP12014 Matrix-R Weight: 218 lb FT - 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 6-041 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Structural wood sheathing directly applied or 10.0.0 oc bracing. REACTIONS. (lb/size) 16=2794/0.7-8, 9=2794/0.7-8 Max Uplift 16=390(LC 4), 9-390(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-405/64, 1-2=520/73, 2-3-7271N011, 3-4-7271/1011, 4-5=8876/1229, 5.6-7271/1011, 6.7=7271/1011, 7-8=520!/3, 8-9=405164 BOT CHORD 15-16=617/4424, 14-15=-617/4424, 13-14-1229/8876, 12-13=122918876, 11-12=1229/8876, 10.11=617/4424, 9.10=-017/4424 WEBS 2-162-43901611, 2- 14=444/3202, 3-14-543191, 4-14=1805/259. 5-11-1805/259, 6.11=-543191, 7-11=44413202. 7-9=4390/611 NOTES- 1) 3-ply truss to be connected together with 1 Od (0.148,x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-8-0 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 (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated. 3) Wind: ASCE 7-10; Vuft-140mph (3-second gust) Vasd=108mph; TCDL-4.2psf; BCDL=3.Opsf; h=15ft; 8=45ft; L-24ft; eave=oft: Cat. 11; Exp B; End., GCpi= 0.18; MWFRS (directional); Lumber DOL-1.60 plate grip OOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-&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 390 lb uplift at joint 16 and 390 lb uplift at joint 9. 8) Girder carries tie-in span(s): 641-0 from 0-0.0 to 13.4-0; 7-0-0 from 0-0.0 to 13-4.0 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase-1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1- 8=311(F- 244), 9-16=118(F=-111) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING . VMV d&sW parameters and READ NOTES ON MIS AND INCLUDED MTEK REFERENCE PAGE MIF7472 rev. 1000V2015 BEFORE USE. Design valid for use only With MTek® connectors. This design is based any upon parameters shown, and is for an individual building componem, ndt a truss system. Before use, the budding designer must vMfy the applicability of design parameters and property ince(ponde this design into the overall building design. Bracing indicated is to prevent budding of individual truss Web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse With possible personal Injury and property damage. For general guidance regarding the kv fabrication, storage, delivery, erection and bracing of woes and truss systems, see ANSVMI Quality Criteria, OSS419 and BCSI Building Component 6204 Parke Fast Blvd. Safety Mfmmation avadaMe from Truss Plata Institute, 210 N. Lee Street. Suite 312. Alexandra. VA 22314• Tampa. FL 36610 Job Truss Type Park SqJ WELLINGTON - 30A ENSUITE 96Pas loty Ipty T12976569 PS03096A ENSC G2 AT 1 3 Job Reference r Mid - Florida Lumber. Bartow, FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Tue Jan 16 14:22:31 2018 Page 1 I D:ieKMb9CJpfOsN6eoCD7a4Sy31Y Od H63AHZOgHXJOx6skRYcaCniPBOMgw35LwgxzulZl 2$- 0 5.2 4 7 8 10 1-2 12513 14 10 7 t7-3 2 19 7-12 22-2-0 24-0 4 27 4 a 2t2ji•4 243e 2 4-10 2 a•t0 2 4 10 2 4 t0 2 10 2434 2$4 2$-0 Seale 2 1:46.5 6x6 = 1.Sx4 II 4X8 = t.5X4 II 4x8 = 1.5x4 II IX4 = SX5 = 4x4 = 5xs = 1.SX4 It 64 = 1 2 3 4 5 6 7 6 9 10 11 12 4X4 II 74 = 2x4 11 44 = 2x4 11 LOADING ( psf) SPACING- 2-0-0 TCLL 40.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 0.0 Rep Stress Incr NO BCDL 5.0 Code FBC2017/rP12014 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORO 2x6 SP No.1 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 25=3167/0-7-8.13-2227/0.7-8 Max Uplift 25-371(LC 8), 13=271(LC 5) Sx6 MT20HS = 4x6 — 4x4 = 2X4 I I Bx8 = 3x4 I I 4X4 = 2x4 11 CSI. DEFL. in toe) Udell L/d PLATES GRIP TC 0.77 Vert(LL) -0.79 18 >410 360 MT20 2441190 BC 0.90 Vert(CT) -1.09 18-20 >299 240 MT20HS 1871143 WB 0.84 Horz(CT) 0.08 13 n/a n/a Matrix- R Weight: 445 lb FT - 0% BRACING - TOP CHORD Structural wood sheathing direly applied or 4-9-15 cc pudins, except end verticals. BOT CHORD Structural wood sheathing direly applied or 10-0.0 cc bracing, Except: 2- 2-0 cc bracing: 17-IS. FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-25=2166/264, 1-2-57791683, 2-3-5779/683, 3.4=11233/1351, 4-5-11233/1351, 5 6-14342/1734, 6.7=14342/1734, 7-8=14011/1697, 8-9=14034/1701, 9. 10=13237/1605, 10.11=-4939/599, 11-12=4939/599, 12-13=1893238 BOT CHORD 24-25-1011945. 23-24-113919517, 22-23-113919517, 21-22-1627/13484, 20-21-1627/13484, 18-20-1734/14342, 17- 18-1734/14342, 16.17-1605/13237, 15.16-1203/9917, 14-15-1203/9917, 13- 14-76/597 WEBS 5-22-2426297. 5.21-201261, 5-20- 218/924, 7-17-35fin8, 9-17-1031859. 9.16-513/79, 3-23-30/396, 10-15-19297, 1-24- 623/5279, 3-24-3999/487, 3.22-227/1836, 12-14-561/4645, 10.14-5325/647, 10. 16=-430/3552 NOTES- 1) 3-ply truss to be connected together with 10d (0.148" x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at (1-7-0 cc. Bonom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oil Webs connected as follows: 2x4 - 1 row at 0.9-0 cc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or ( 8). unless otherwise indicated. 3) Wind: ASCE 7-10: Vuh=140mph (3-second.gust) Vasd=108mph; TCDL= 4.2psf: BCDL-3.Opsf,, h=15ft; B-4Sft: L=24ft; eave=oft; Cat. II; Exp B; End., GCpi=0.18; MWFRS (directional); Lumber DOL-1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 371 (b uplift at joint 25 and 271 lb uplift at joint 13. 9) Girder carries tie-in span(s): 19.6.4 from 0-0- 0 to 3.5-0 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 898 lb down and 130 lb up at 19-7-12 on bottom chord. The design/selection of such connection device( s) is the responsibility of others. LOAD CASE(S) Standard O WARNINO. Verity design parameters and READ NOTES ON MIS AND INCLUDED WTEK REFERENCE PAGE 1e167473 rev. 1414VAIS BEFORE USE Design valid ter use only with MRek® connectors. This design is based only upon parameters shown, and is to an individual building component, not a truss system. Before use, the building designer must verity the applicability at design parameters and property incorporate this design Into the overall building design. Bradng indicated is to prevent buckling of individual truss web and/ or Chord members arty. Additional temporary and permanent bradng is always required for stability and to prevent cdsapse with possible personal injury and property damage. Fat general guidanca regarding the fabiwahen, storage, delivery, section and bracing of trusses and truss systems, tee ANSVMI Quality Criteria, OSS42 and SCSI Building Component Barely Information available from Trust Pima institute. 218 N. Let Street. Suite 312. Abxandtia. VA 22314. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies MR 6804 ParM East Blvd. Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sql MLLINGTON - 3096-A ENSUITE T12978569 PS030%AmENSC G2 FLAT 1 Reference Mid -Florida Lumber, Sanow. FL. 6.130 S Sep 15 2017 MTek Industries. Inc. Tue Jan 16 14:29:31 MIS Page z ID:ieKMb9CJpfOsN6eoC D7a4Sy31YrOdH63AHZOgHXJOx6akRYcaCnIPBOMgw35LwgxzulZl LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (ptf) Van: 1-12=100, 2526=476(F=46S), 1326=10 Concentrated Loads (lb) Vert: 16=698(F) AWARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED WMK REFERENCE PACE MI.7472 rev. 1"212013 BEFORE USE r Design valid for use arty with NITek® connectors. This design Is based only upon parameters shown, and is for an individual building component, not a uuss system. Before use, the building designer must weft the applirAbday Of design parameters and property Incorporate this design into the overall building design. Bracing I diratld is to prevent bwAft or indMidual truss web and/or chord members only. Additional temporary and permanent bracing is always regtdred tar stability and to prevent tadapse wan possible personal injury and property damage. For general guidance regarding the fabrication. storage, deh". erection and bracing of trusses and dun systems, see ANSVrP11 Quality Criteria, OSB49 and SCSI Building Component 6904 Parke East Blvd. Safety Information avaaable from Truss Plate Institute. 218 N. Lee Street. Sucre 312. Ale aedria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park SqJ WELLINGTON - 3096-A ENSUITE T12976570IPS03096A.ENSC G3 FLAT t Mid-Flodda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc Tue Jan 16 14:29:32 2018 Page 1 ID:ieKMb9CJpfOsN6eoC07a4Sy31Yi-hpsrKPBvKKy89S77gHFg4g7046k8lo73H14TCNzu12H 2 88 I 5 7•t0 86 t3 11•S15 1a-5 2 17 44 204>t2 2 8 8 2-11-2 2-71-2 2-11-2 2-11-2 2.11-2 2$8 Scale - 1:33.9 7x6 = t.Sx4 II 44 = 1.5.4 11 1.Sx4 II Sx6 = 1.Sx4 II 7x6 = 4x4 11 712 = 7x5 = 04 = 04 = 20 II 74 = 4x4 11 LOADING (psf) SPACING- 2 0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.73 TCDL 10.0 Lumber DOL 1.00 8C 0.99 BCLL 0.0 Rep Stress Incr NO WS 0.91 BCDL 5.0 Code FBC2017/rP12014 Matrix-R DEFL. in (loc) I/deg Ud PLATES GRIP Vert(LL) -0.32 12-13 >740 360 MT20 244/190 Vert(CT) -0.44 12-13 >538 240 Horz(CT) 0.04 9 n/a We LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 16-1204/0.7-8, 9=3276/0-7-8 Max Uplift 16=-15S(LC 4), 9=455(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-16=1043/142, 1-2=2639/335, 2-3=2639/335, 34=-6263/763, 4.5=6263/763, 546 6263/763, 6-72408515", 74=4085/544, 8-9=1564/217 BOT CHORD 15-16-44/323, 14-15=618/4971, 13.14=-618/4971, 12-13-763/6263, 11-12-778/6075, 10-11-77816075, 9-10=731520 WEBS 1-15=310/2473, 4-13-312/60, 8-10-503I3806, 6-10=2094/256, 3315=2454/300, 3-13-216113SS Weight: 213 lb FT = 0% Structural wood sheathing directly applied or 4$11 of punins, except end verticals. Structural wood sheathing directly applied or 10-0.0 oc bracing. NOTES- 1) 2-ply truss to be connected together with 1 Od (0.148"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0.9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0.9-0 oc. 2) All loads are considered equally applied to all plies, except it noted as front (F) or back (8) face to the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated. 3) Wind: ASCE 7-10: Vuft-140mph (3-second gust) Vasd=108mph: TCOL=4.2psf; BCDL=3.0psf; h-15ft: 8=45ft: L=2411; eave=oft: Cat. 11; Exp 8: End., GCpi=0.18: MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 6) ' This truss has been designed fora live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-" tall by 2-0-0 wide will fit between the bottom chard and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding I SS lb uplift at joint 16 and 455 lb uplift at joint S. 8) Hanger(s) or other connection device(s) shall be provided sufficient to suppon concentrated load(s) 898 lb down and 130 lb up at 17-4-4, and 1407 lb down and 203 lb up at 19-11-0 on bottom chord. The design/selection of such connection device(s) is the responsibility or others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pm Vert: 1-8-100. 9•16-10 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARN/ND - Vedly design parsmafers and READ NOTES ON THIS AND INCLUDED MrEK REFERENCE PAGE MF7473 rev. 160112/l015 BEFORE USE r 1 Design valid for use only With Nnek* Connectors. This design is based only upon parameters sham, and is for an individual building component, not 01 rue "am. Belem use, Ind building designer must vethy the applicability of design parameters and properly incorpor ate this design into the oversb bu::in design. Bracing indicated is to prevent budding of individual truss web andior urord members only. Additional temporary and permanent bracing is AWays required for subatty and to pte"m caW pse with possible personal injury ana property damage. For general quittance regarding the fabrication, storage, delivery, erection and bracing of vusses and truss systems, see ANSVMl Quality Criteria, OSS42 and aCSI Building Component 6904 Parke East Bind. Safety information evadable hum Truss Plata Institute, 219 N. Lee street, Sube 312. Alexandria, VA 22314. Tampa, FL 36810 Job Truss Truss Type Oy Ply Park SqJ MLLINGTON • 30961-A ENSUITE T12976570IPS03096A-ENSC G3 FLAT 1 Mitt -Florida Lumber, Bartow, FL. e.13o s sep i b zon mi i eic industries, inc, i ue ,tan 10 14:za:3Z mitt rape z ID:ieKMb9CJpfOsN6eoCD7a4Sy31YFhpsfKPBvKKy89S77gHFg4g7G46k8lo?3HNTCN2uIZH LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 9=1407(8) 10=898(F) 0 WARMNO • VerHy daalgn paramalua and READ NOTES ON THIS AND INCLUDED AUTEIr REFERENCE PAGE 11914673 fay. ldd=dfS BEFORE USE. Design valid tot use only With MUM connectors. This design is baud only upon parameters shown, and is for an Individual building component, not i a true system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall budding design. Bracing kdiuted is to prevent building of indkidust truce Web ender Word members onty. Additional temporary and permanent bracing is Wways required let suability and to prevent collapse with possible personal "and property damage. Fat general guidance regarding the fabrication, storage, delivery, erection and bracing or trust" and true systems, acts ANSVMI Quality Criteria, OSS418 and SCSI Building Camponam 6204 Parke Fast BIW. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suss 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Type hay PlyPark SqJ vVELLINGTON - 3096-A ENSUITET12976571PS03096A-ENSC TFLATG4 1 mio-r10110a LUMDer, MROW, FL. 2 8 2.8.8 5x5 = 1.5x4 II 1 8.130 S Sep 15 2017 MiTek 2.11-2 2.11.2 2-11-2 2-11.2 4x6 = 1.Sx4 II 4X4 = 5x5 = idustnes. Inc. Tue Jan 16 14:29:33 2018 Page 1 5e47nc2JE7mvd IfbOW40UKCCWPq 1 kgzulZG 17.4-4 20 12 2-11.2 2.8-8 Scale a 1:34.0 4)2 = 3x4 11 3.4 II 6x8 = 7x6 = 4x4 = 2x4 11 4x8 = 2x4 11 5xS = LOADING (psf) TCLL 40.0 TCDL 10.0 BCLL 0.0 ' BCOL 5.0 SPACING- 2-0.0 Plate Grip OOL 1.00 Lumber DOL 1.00 Rep Stress Incr NO Code FBC2017frP12014 CSI. TC 0.63 BC 0.98 WB 0.59 Matrix-R DEFL. in (loc) I/dell Ud Ven(LL) -0.32 12 743 360 Vert(CT) -0.44 12-13 >541 240 Horz(CT) 0.05 9 n/a n/a PLATES GRIP MT20 244/190 Weight: 213 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 4-6-15 cc purlins, 80T CHORD 2x6 SP No.2 except and verticals. WEBS 2x4 SP No.3 80T CHORD Structural wood sheathing directly applied or 1040 cc bracing. REACTIONS. (lb/size) 16=1204/0.7-8, 9=1869-0.7-8 Max Uplift 16=155(LC 4), 9-251(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-16=-10431142. 1-2=-2641/335, 2-3-26411336, 3-4=-6324n70, 4-5=6324nm 5-6=5845n48, 6-7=5845n48, 7-8=472/66 80T CHORD 15.16= 44/323, 14-15=-617/4962. 13-14"17/4962, 12-13=770/6324, 11-12=770/6324, 10.11=56814267, 9.10-56814267 WEBS 1-15=31112474, 3-15=2443/298, 3-13-225/1433, 4-13=316/61, 5-11=504/94. 6.11=307/68, 7-11=202/1661, 7-10-87n13, 7-9=-4052/536 NOTES- 1) 2-ply truss to be connected together with 10d (0.148"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 cc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0.9-0 cc. Webs connected as follows: 2x4 - 1 row at 0.9-0 cc. 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) sedan. Ply to ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated. 3) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.0psf; h=15ft; 8=45fl; L=24ft: eave=4R; Cat. II; Exp 8: End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live 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 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 155 lb uplift at joint 16 and 251 Ill uplift at joint S. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 898 lb down and 130 lb up at 1744 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=1.00, Plate Increase-1.00 Uniform Loads (plf) Vert: 1-8=100. 9.16-10 Concentrated Loads (lb) Vert:10=-898(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARNINC - WrHy daslgn peramerars and READ NOTES ON T1115 AND INCLUDED aNTEK REFERENCE PAOE a01-7472 rev. /dratRdfS BEFORE USE 1 Oespn veto for use only with Mfrek® connectors. This death is based only upon parameters shown, and is far an khdnadual building component, not i s trusa system. Before use, the b diti ft designer must very the applicability of design parameters and property Incorporate this design into the overall building design. BMdM indicated is to promote budding of individual truss web andfar 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 "am$. see ANSIRPI1 Quality Criteria, OSBda and SCSI Building Component 6204 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alettandria. VA 22314. Tampa, FL 38610 Job Truss Truss Type Oty Ply Park SqJ WELLINGTON - 3096-A ENSUITE T12976572 PS03096A-ENSC GS FLAT 1 all Mid -Florida Lumber, Bartow, FL. 8.130 a Sep 15 2017 MTek Industries, Im Tue Jan 16 14:29:34 2018 Page 1 ID:ArukoVCxZy8j7GD hvepcty3lYh-d8 OISDAsxCsOfftMiH89FCgSwRs0i8M132aHGzu1ZF r 24-4-2- 1-10 F I ..I$232 -72-11.14 2-162419 5232-1-9 Scale21:36. 1 4x4 = 1.5x4 11 4x8 = 20 7x8 = 2x4 11 3x4 II 1.Sx4 II 4x4 = 4 22 S 17 18 800 MT20HS = 20 11 LOADING (psf) SPACING- 2- 0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.93 TCDL 10.0 Lumber DOL 1.00 BC 0.91 BCLL 0.0 Rep Stress Iner NO WB 0.86 BCDL 5.0 Code FBC2017/rP12014 Matrix-R LUMBER - TOP CHORD 2x4 SP OSS -Except- 7-10: 2x4 SP No. 10 BOT CHORD 2x6 SP No.2 'Except' 11-17: 2x6 SP OSS WEBS 2x4 SP No. 3'Except' 1-20,10.11, 10.12,1-19,3-19,3.17,8-12,8-14: 2x4 SP N0.2 REACTIONS. (Ib/si2e) 20= 2586/0.3.8, 11=5087/0-7-8 Max Uplift 20=-354( LC 4), 11=-721(LC 5) w 7 Ih fn Y 2X4 11 5) d 2x4 DEFL. in (loc) I/ deO L/d Vert(LL) -0.54 14-15 >450 360 Vert(CT) -0.75 14-15 >327 240 Harz(CT) -0.08 20 n/a n/a 1.Sx4 11 7x6 11 7x12 54 MT20HS 11 PLATES GRIP MT20 244/ 190 MT20HS 1871143 Weight: 339 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. BOT CHORD Structural wood sheathing directly applied or 10-" oc bracing, Except: 2-2-0 oc bracing: 17-18. FORCES. (lb) -Max. Comp./ Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-20= 2280/319. 1-2=-5074/693, 2-3=-5074/693, 3-4=14189/1927. 4-5-14175/1922, 5-6-20567/2791, 6-7-23961/3349, 7-8=23961f3349, 8-9-9565/1351, 9-10=9565/1351, 10-11=-4364/625 BOT CHORD 19-20= 80/571, 18-19-1371/10056, 17-18=1371/10056, 16.17=-2791/20567, 15-16=-2791/20567, 14-15-2791/20567, 1314=-2682/19049, 12-13=2682/19049, 11-12=172/1199 WEBS 5.17=-6744/ 995, &14-586/3565, 7-14=2426/371, 10-12-1293/9174, 5-16=21011488. 6-15-1005/173, 1-19=673/4938.3-19=-5462f743,3-17=-632/4483,9.12--298/64, 8-13-15411174, 8- 12=-10400/1460, 8-14=760/538S NOTES- 1) Spy truss to be connected together with IOd (0.1489r3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-5-0 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 (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated. 3) Wind: ASCE 7-10; Vuh-140mph (3- second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf; h=1511; 8=45rt; L-24ft; eave=oft; Cat. 11; Exp 8; End., GCpi=0.18; MWFRS ( directional); Lumber DOL-1.60 plate grip DOL-1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 24-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 354 lb uplift at joint 20 and 721 lb uplift at joint 11. 9) Girder carries tie-in span(s): 5- 0-0 from 14-1-12 to 2041-4 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 2168 lb down and 313 lb up at 14-1-12 on top chord, and 1444 lb down and 209 lb up at 14-1-12, and 549 lb down and 79 lb up at 15.7-8 on bottom chord. The Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARNING - Verly design paramsters and READ NOTES ON THIS AND INCLUDED WYEK REFERENCE PAGE YM17472 rsv. 104MIS BEFORE USE. Oesign valk for use only with MTek®connnaon. This design is based only upon parameters snarm, and is for an individual building component, not a truss "am. Before use, the bulking designer must vent Ba applicability of design parameters and property incorporate this design Into the overall bu6d'xtg design. Bracing Indicated is to prevent budding of individual truss vreb andfor chord members any. Additional temporary and pemranerd bracing is aways required for Stability and to prevent collapse won possible personal injury and property damage. For general guidance regarding the IN fabrication. Storage, delivery, eredion and bracing of busses and truss systems, we ANSVn4I Quality CMerls, OS849 and SCSI Building Component 6904 Parke East Blvd. Safety Information avaludse from Truss Plus Instiute. 218 N. Lee Street. Suite 312. AkxaMrta. VA 22314. Tampa, FL 361110 Job Truss Truss Type Dry Ply Park SqJ WELLINGTON - 3096-A ENSUITE T12976572 PS0309SA-ENSC G5I FLAT 1 Job job Reference lootionall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 Mirek Industries, Inc. Tue Jan 16 14:29:34 2018 Page 2 ID:ArukoVCxZyBj?GD Iwepcfy31YMd8 Ol50AsxCsOrMWniH89FCgSwRsOj8M13ZaHGzuIZF LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-7-100, 7-10=298, 11-20s10 Concentrated Loads (lb) Vert: 14-1444(F) 7-2168 25s549(F) 0 WARMNG - VWUV design paramaers and READ NOTES ON THIS AND INCLUDED SUMP(REFERENCE PAGE aaE71Tf ray. fdOMOIS BEFORE USE. minnow Design valid for use only with MTek® connectors. This design is based ony upon parameters Sham, and is for an iMNAW&l building component; eta a truss system. Before use, the building designer must ver ty the applicability of design parameters AM properly incorporate this design imo the overall building design. Bracing Indicated is to prevent budding of inilMdual truss web and/or chord members only. Additional temporary and Permanent bracing Is sways required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erasion and orating of trusses and wss systems, sae ANSUIP11 Quality Criteria, OSS41 and SCSI Building Component 6904 Puke East Blvd. Safety Information avallable ham Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty, Ply Park SqJ WELLINGTON - 3096-A ENSUITE T12978573IPS03096A-ENSC G6 FLAT t Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek 36.8 32-12 3.2.12 3-2-12 3-2.12 1.Sx4 11 4x10 = 1.Sx4 II 4x10 = 1 64 2 is 3 t8 4 t7 5 t8 Inc. Tue Jan 16 14:29:36 2018 Seale a 1:33.8 t.Sx4 11 64 = 7x12 = 2x4 11 Sx10 MT20HS = 2x4 11 7x12 = 6x10 = Bx70 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) I/deg Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.93 Vert(LL) -0.61 11 >385 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.92 Vert(CT) -0.84 11 >280 240 MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr NO WB 0.72 Harz(CT) 0.08 8 n1a n/a BCDL 5.0 Code FBC2017/rP12014 Matrix-R Weight: 220 lb FT = 0% LUMBER- BRACING. TOP CHORD 2x4 SP DSS TOP CHORD Structural wood sheathing direly applied or 2-1-13 oc puffins, BOT CHORD 2x6 SP DSS except end verticals. WEBS 2x4 SP No.1 'Except' BOT CHORD Structural wood sheathing direly applied or 10-0-0 oc bracing. 1-14,7-8: 2x6 SP No.2, 4-11,2-13,3.12,6.9,5-10: 2x4 SP No.3 REACTIONS. (lb/size) 14=3459/0-7-8, 8=3459/0-7-8 Max Uplift 14-501 (LC 4). 8=501(LC 5) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-14=2861/426, 1-2=-8993/1294, 2-3-8993/1294, 3-4=1633412292. 4-5=16334/2292, 5-6-8993/1294, 67=-8993/1294, 7-8=2861/426 BOT CHORD 13-14-248/1691, 12-13-2172/15258, 11-12=2172/15258, 10-11=-2172/15258, 9.10-2172/15258, 8-9=248/1691 WEBS 4-11=999/163, 2-13=-913/164, 1-13=1089//602, 3-12=241338, 3-13--45341934, 3-11=- 18811123, 6-9=-913/164, 5-10=-24/338, 7-9-1089n602, 5-9-65341934, 5.11 —188/1123 NOTES- 1) 2- py truss to be Connected together with 1 Od (0.148',x3') nails as follows: Top chords connected as follows: 2x6 - 2 rows staggered at 0.9-0 0C, 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0.9-0 or. 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: Vuh=140mph ( 3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.0psf; h-1511; B=45ft; L=24ft; eave=oft; Cat. 11; Exp B; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate.drainage to prevent water pending. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 7) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Bearing at joint(s) 14, 8 Considers parallel to grain value using ANSI/rPI 1 angle to grain formula. Building designer should verify Capacity of bearing surface. 9) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 501 lb uplift at joint 14 and 501 lb uplift at joint 8. 10) Girder carries tie- in span(s): 7-0-0 from 0-0.0 to 20-0.0 LOAD CASE(S) Standard Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARMHO • Veft design paramaeten and READ NOTES ON THIS AND INCLUDED aUTEK REFERENCE PAGE W47472 Tar. 1"IMIS BEFORE USE. Design valid for use ody with Mrtek® connectors. nnwors. Thu design is based only uponparameters thorn, and is for an indivlduet building component. no a truss system. Before use, the building designer must verify the applicability of design parameters and properly, inrarpoate this design kilo the overall buildirp design. &acing indicted is to prevent building of indn4dual inw reb and/or Dahl member orYy AddWW W temporary and permanem bmdng NOW is always required br stability and to prevent relapse unth possible persona injury and property damage. For general guidance regarding the labricatim. etorage, delivery. erection and bracing of trusses and truss "am. ate ANSVTPH Oualhy Criteria, OSS42 and SCSI Building Component 6204 Parke East BMA. Safety Information available from Truss Plate Institute, 218 N. Lae Street. Suite 312. Alexandria, VA 22314. Tampa. FL 36610 Job Truss Truss Type Oy Ply Park SqJ M LINGTON - 3096-A ENSUITE T12976573 PS03096A-ENSC G6 FLAT 1 2job Reference lot Mid-Flonda Lumber, Wow. FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Tue Jan 16 14:29:36 2018 Page 2 ID:e 1 S60rOaKGGedOoAJe929y31Yg-ea6AAmEOOZSZ"uv7KcFgH01 j67hfrfCN2hL9zu1ZD LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase-1.00, Plate Increase=1.00 Uniform Loads (plf) Ven: 1-7-344(F-244), B-14-10 I WARNING • Varlly design parameters and READ NOTES ON THIS AND INCLUDED afREK REFERENCE PAGE Mn47473 ray. 10011121MIS BEFORE USE. Design valid for use only with Meek® eonneclors. This design is based only upon parameters shown, and is for an individual building component, not a truss "am. Before use, the building designer must vety the applicability of design parameters and properly incorporate this design imo the overall building assign. Bracing indlMed is Io prevent —Ming of individual Mdd; web anion clnof0 members any. Additional temporary and permanent bracing Is aM" regldred for stability and to prevent CAMpse with postlele personal injury and property damage. For general guidanta regarding the Uwe fabrication. storage. de8ve4, erection and bracing of trusses and truss systems. sae ANSV1Pl1 Quality Cntefta, OSS49 and SCSI Building Component 6004 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lae Street, suite 312. Ale andna. VA 22314. Tamps, FL 36610 Job Truss Truss Type Oty Ply Park SqJ WELLINGTON - 3096-A ENSUITE T12976574 PS03096A-ENSC HI HIP 1 1 tall Mid -Florida Lumber, Bartow, FL. 4x6 = 9-4-0 3-441 4-" Sx5 Sx6 = 5 8 21 20 19 18 2x4 II 7x6 = 41d = 4x6 = 8.130 s Sep 15 2017 MiTek Industries. Inc. Toe Jan 16 14:29:37 2018 44-0 3512 3.2-4 3.38 3-" 16 15 84 MT20HS = US = 10x10 = Stale a 1:62.6 Sx14 LOADING (pso TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 SPACING- 24)-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017frP12014 CSI. Tc 0.86 BC 0.89 WB 0.95 Matrix-R DEFL. in Ven(LL) .0.39 Ven(CT) -0.79 Horz(CT) 0.18 Wlnd(LL) 0.33 loc) Udell Lid 17 >999 240 17 >606 180 12 n/a n/a 17 >999 360 PLATES GRIP MT20 244/190 MT20HS 187/143 MT18HS 244/190 Weight: 284 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except- TOP CHORD Structural wood sheathing directly applied or 1-7-1 of purlins. 8-10: 2x6 SP No.2 BOT CHORD Structural wood sheathing directly applied or 6-2-1 oC bracing. BOT CHORD 2x6 SP No.2 'Except' WEBS 1 Row at midpt 7-18 12-17: 2x6 SP No.t WEBS 2x4 SP No.2 'Except' 10-15: 2x6 SP No.2, 5 19,6 18,8 16,3 21,6 19,11-15: 2x4 SP No.3 WEDGE Right: 2x4 SP No.3 REACTIONS. (lb/size) 2-2019&3-8, 12=3463/(0.3.8 + bearing block) (req. 0-4-1) Max Horz 2=153(LC 7) Max Uplift 2=513(LC 8), 12=906(LC 5) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=39141923, 3.4=35181882. 4.5=-3097/824, 8-9=-6869/1683, 9-10=-6057/1677, 10.11-6976/1W8, 11-12-7084/1888, 6-7=3353/891, 7-8=5777/1437. 5-6-2733/773 BOT CHORD 2-21=-739/3425, 20-21-739/3425, 19-20=422/3092, 18-19=-553/2982, 17-18=911/4312, 16-17=1545/6876, 15-16=1622/6599, 12-15=-163616257 WEBS 10.15-76312843, 5.19-256/1095, 6-18=-450/1867, 6.19=773/161, 9-16=76/384, 7-17=-70312770, 9-15=764/206, 7-18=2258/606, 8-17=31151946. 3-20=-402/137, 4-20=-40/341,4-19=545/186 NOTES- 1) 2x6 SP No.1 bearing block 12" long at ft. 12 attached to front face with 3 rows of 10d (0.148"x3") nails spaced 3" D.C. 12 Total fasteners. Bearing is assumed to be SP No.t. 2) Unbalanced roof live loads have been considered for this design. 3) Wind: ASCE 7-10; Vuh-140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=3.0psf: h=25ft; B-4Sft: L-24ft; eave=5ft; Cat. If: Exp B: End., GCpi=0.18; MWFRS (directional): Lumber OOL-1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom Chord live load nonconcurrent with any other live loads. 7) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom Chord and any other member. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 513 lb uplift at pint 2 and 9W lb uplift at joint 12. Printed copies of this document are 9) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated bads) 2168 lb down and 79S lb up at not considered signed and sealed and 33-5-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of other. the nature must be verified Onesignature10) In the LOAD CASE(S) section, bads applied to the face of the truss are noted as front (F) or back (8). any electronic copies LOAD CASE(S) Standard QWARNING . Vadly design paramaers and READ NOTES ON THIS AND INCLUDED hMK REFERENCE PAGE MI-7472 row. I&WA1015 BEFORE USE. Design vabd for use only with Mf rekb Connectors. This design is based only upon parameters Shown. and Is for an Individual building CaMpon em, net uusa " am. Before use, the budding designer must verity the applicability of design parameters and property Incorporate this design into the Quoted budding design. Btadng indicated is to prevent budding of Individual tnta web and/or Chard member only. Additional temporary and permanent bracing is ahvays required for Stability and to prevent collapse wsh possible personal Injury and property damage. For general guidance regarding the is fabrication, storage, delivery, erection and bracing of trusses and truss systems, seta ANSI0TP11 Quality Criteria, OSS49 and SCSI Building Component 6004 Parke Fast Bh d. Safety IMmmatlon available from Truss Plate Institute, 216 N. Lee Street, Suite 312, Alexandria. VA 22314• Tampa, FL 38610 Job Truss runs Type Oty Ply Park SpJ MLLINGTON - 3096-A ENSUITE T12976574 PS03096A-ENSC H1 HIP 1 1 Mid -Florida Lumber, Bartow. FL. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (ptf) Vert: 1-5-60, 6-10=60, 10.13=W, 2-12=-20, 6-8=60, 5-6=60 Concentrated Loads (lb) Vert: 15=2168(F) 8.130 s Sep 15 2017 MITek Industries, Inc Tue Jan 16 14:29:38 2018 Pape 2 ID:e 1 S60rOaKGGadO&Aje929ry31Yg-W2ExaSGgvAiHtNSHOYM4K5MNaXpz9 WpxghXoO 1 zuIZ8 QWARMNG • Varfy 4eslan paamerars and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 110I.7473 rev. 1d4WdtS BEFORE USE. Design valid for use way with Mrek® cannectals. This design is based prey, upon parameters shoern, and Is for an individual budding component, net a truss system. Before use, the budding designer must verify the applicability of design parameters and property incorporate this design live the overall budding design. Bracing Indicated is to prevent buckling of individual Vuss vreb and/or dWWd members ony. Additional temporary and permanent bracing is alvrays required for stabdty and to prevent collapse with possible personal bqury and property damage. For general guidance regarding the Nut fabrication• storage• delivery, erection and bra" of trusses and noel syalams, tee ANSVMI Duality Criteria. DSBAS and BCSI Building Component 6204 Parke East 8hd. Safety Information available Arm Truss Plate Insltute. 218 N. Lee Street, Suite 312. Alexandria• VA 22314. Tampa, FL 36610 Job Truss russ Type Park SqJ WELLINGTON - 3096-A ENSUITE JACK Oty ty T12976575 PS03096MENSC JS S 1 Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Tue Jan 16 14:29:39 2018 Page 1 ID:6DOVDBEC5aORFaNNtLhHh4y3lYf _9nJooHIgUBW I TaFUslvgYxlfuSuSuLHLyTzuIZA 1 5-0 5-0.0 t-5-0 5-0.0 Scale - 1:18.0 1 5 0 o I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Ven(LL) -0.03 2-4 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.05 2-4 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) -0.00 3 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix-P VNnd(LL) 0.00 2 "" 360 Weight: 18 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 5-0.0 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=119/Meehanical, 2-308/0.7-0, 4=46/Mechanical Max Horz 2=118(LC 10) Max Uplift 3=-WLC 10). 2=110(LC 10) Max Grav 3=119(LC 1), 2-308(LC 1). 4=93(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) VBsd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h-25ft; 13=45ft; L-24ft; eave=5ft; Cat. 11; Exp B; End., GCpj=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-fi-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 65 lb uplift at joint 3 and 110 lb uplift at joint 2. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies W WARNING • Varlfy design pararrwfan and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE fe1-7473 ray. I&WMIS BEFORE USE. Design valid for use only wO MTek® connectors. This design IS based only upon parameters shorn, and Is for an individual budding Component. net a truss system. Before we, the budging designer must verity the appli Ab ty of design parameters and property incorporate this design lido the overall building design. Baring frdtrated is to Wavers Welding of Individual truss web and/or &4W members only. Additional temporary and Pettnanem bracing Is &We" ("tatted for stability and to prevars Collapse with possible personal injury and property damage. For general guidance regarding the fabrfution. storage, delivery, erection and bracing of wises and truss systems, We ANSVM1 Oualhy Criteria, OSBAS and SCSI Building Component 6904 Parke East 8M. Safety Wormatlon avallable from Truss Pale Institute. 218 N. Lee Street. Suite 312. Atevandris. VA 22314. Tampa. FL 36810 Job Truss ussType Oty PlyPark SqJ WELLINGTON - 30WA ENSUITET1297fiS7fi JACXPS03096A-ENSC J7 18 1 lootionall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 Mrrek Industries. Inc. Tue Jan 16 14:29:40 2018 Page 1 I D:60OVDSECSaORFeNNtLhHh4y3IYf-SLLh78H xRnz76hdBzOYP WSjdL22de8E7_OuUwzul29 1-0-0 7-0-0 1-0-0 7-0-0 214 = Scale - 1:21.8 LOAOING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.89 Vert(LL) -0.12 2-4 >688 240 MT20 2441190 TCOL 10.0 Lumber DOL 1.25 SC 0.63 Vert(CT) -0.23 2-4 >344 180 8CLL 0.0 Rep Stress Incr NO W8 0.00 Harz(CT) -0.00 3 n/a We BCDL 10.0 Code FBC2017/TPI2014 Matrix-P Wind(LL) 0.00 2 "" 360 Weight: 24 lb FT - 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 6 0 of puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing direly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3= 191 /Mechanical, 2=352/0.7.8, 4=66/Mechaninal Max Harz 2=141(LC 10) Max Uplift 3=108(LC 10), 2=94(LC 10) Max Grav 3=191(LC 1), 2-352(LC 1), 4=133(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wlnd: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL-4.2psf: BCDL-3.Opsf; h=25ft: 13-4Stt; L=24ft; eave=5ft; Cat. II; Exp B; End., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 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." 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 108 lb uplift at joint 3 and 94 lb uplift at joint 2. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies De WARNING • Vae design pans kib ca and READ NOTES ON ass AND INCLUDED meters REFERENCE PAGE aevdual rail. fdALVt pa BEFORE USE Design vital lu use Dray with MTelc®oonnectara. This design is based only upon parameters sndrrt, and Is 1a an Individual Guiding curtponera, not a uuse lWam. Before use. the Wading designer worst vatlfy the applicability of design parameters and properly ineorporate this design into the overall building design. Bracing Indicated is to proven buckling of individual truss web and/or thud members only. Additional temporary and permanent bracing Is always required for stability and to prevent cosapss with possible personal Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss "am$. ace ANSVrPIt Quality Crberla, OSS42 and SCSI Building Component 6904 Parke Era Bid. Safety Information miubte from Truss PVae Instatne, 216 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa. EL 361110 Job Truss Truss Type Dry Ply Park SqJ WELLINGTON - 309&A ENSUITE T12976577 PS03096A-ENSC J7G JACK 1 1 Job Reference footionall Mid -Florida Lumber, Bartow, FL. S.130 s Sep 15 2017 MTek Industries. Inc Tue Jan 16 14:29:41 2018 Page 1 ID:6DOV08EC5aORFaNNtLhHh4y31Yf-wXv3DU12C55skrBsi lm4_2gkw1LOrOMemSOMzu128 4-0-8 7-0-0 448 2.11.8 1.5x4 11 3x4 = 3x8 11 4 4x4 = Scale: 1/2'=1' LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr NO Code FBC2017frP12014 CSI. TC 0.22 BC 0.49 W8 0.36 Matrix-P DEFL. in Vert(LL) -0.02 Vert(CT) -0.04 Horz(CT) 0.01 W1nd(LL) 0.01 loc) I/dell Ud 1-5 >999 240 1-5 >999 180 4 Me n/a 1-5 >999 360 PLATES GRIP MT20 244/190 Weight: 40Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5.4-1 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 'Except' BOT CHORD Structural wood sheathing directly applied or 10.0-0 oc bracing. 3.4: 2x4 SP No.2 REACTIONS. (lb/size) 1=984/0-7-8, 4=984/Mechanical Max Horz 1=113(LC 8) Max Uplift 1=227(LC 8), 4-285(LC 8) Max Grav 1=1019(LC 13), 4=1029(LC 13) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=1136/227 BOT CHORD 1-5=2791994, 4-5=2791994 WEBS 2-5=207/1001.2-4=12151341 NOTES- 1) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd-108mph; TCDL=4.2psh BCDL=3.Opsf; h=25ft; 8=45ft; L-24ft; eave=oft; Cat. 11; Exp 8: End.. GCpi=0.18; MWFRS (directional); Lumber OOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 ps(bottom chord live load nonconcurtent with any other live bads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chard 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 227 lb uplift at joint 1 and 285 lb uplift at joint 4. 6) Girder carries tie-in span(s): 13.4-0 from 0.0-0 to 7-0-0 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=60, 1-4=-241(8=221) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 "RMNO - Verify, design parameters and READ NOTES ON FM AND INCLUDED aff7EK REFERENCE PAGE 111111167472 ray. 14411141015 BEFORE USE. a Design valid for use only with Wake connectors. This design is baud only upon parameters shown, and is for an Individual building component, net a truss system. Before use. the budding designer must vedy the appkabUity of design parameter and property incorporate this design into the overall building design. Bracing Indicated is to prevent bucidi g of individual truss web andim chord member ony. 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 wises and truss "am&. ace ANSI/rPlt Quality Cederla, OSS42 and SCSI Budding Component 6204 Parka East Blvd. Safety IMormatlon available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 36610 Job Truss Truss Type oty Py Park SqJ WELLINGTON - 309frA ENSUITE T12976578 PS0309SA-ENSC KJS MONO TRUSS 3 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Tue Jan 16 14:29:43 2018 Page 1 10:6DOVDBECSaORFaNNtLhHh4y3IYf-twlgeAKpkiLaz9KEp5yF194ORY2gp ihpyFY5Fzul26 1-5-0 3.9-5 7-0-14 1.5.0 3.9-5 3.3.9 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in loc) VdeB Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.21 Vert(LL) 0.12 2-6 668 240 TCDL 10.0 Lumber DOL 1.25 BC 0.67 Vert(CT) 0.25 2-6 327 180 BCLL 0.0 Rep Stress Incr NO WWB 0.08 Harz(CT) 0.00 5 n/a n/a BCOL 10.0 Code FBC2017/TPI2014 Matrix-P W ind(LL) 0.01 2-6 999 360 LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4-90/Mechanical, 2=385/0-7-8, 5-164/Mechanical Max Harz 2=108(LC 8) Max Uplift 4--44(LC 8), 2=131(1_C 8). 5=26(LC 8) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=312/71 BOT CHORD 2-6=118/252 WEBS 3.6=272/128 Seale - 1:16.7 PLATES GRIP MT20 244/190 Weight: 29 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 640 oc purlins. BOT CHORD Structural wood sheathing directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vuft-140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCOL=3.Opst h=25ft; B=45ft; L-24ft; eave=5ft; Cat. II; Exp B: End., GCpi=0.18; MWFRS (directional); Lumber DOL-1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcur ent 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 44 lb uplift at joint 4, 131 lb uplift at joint 2 and 26 lb uplift at joint S. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies OWARNING • Verify daslgn parametersand READ NOTES ON 1'Nf5 AND INCLUDED aUTEK REFERENCE PAGE a0F7172 rev. 10iO2R013 BEFORE USE. Design valid for use wily with MRe1t® ramnwors. This design is baud only upon parameters shorn, and is for an individual building rxxnponem, not a truss system. Before use, the building designer must vetiy the apptivallly of design parameters and property incorporate this design Eno the overt building design. Bracing indicated is to prevent buckling of individual was Web and/or clam members only. AddNonal 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 fabdcmion, storage, delivery, erection and bracing of trusses and truss system&, see ANSIRPN Quality Criteria, OSE42 and SCSI Building Component 6904 Parke Fast Blvd. Safety Indentation avalutxe from Thu& Plate Insisted. 21a N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Park SqJ 1NELLINGTON - 3096-A ENSUITE 10ty IPly T12976579 PSO3096A-ENSC KJ7 MONO TRUSS 4 1Job Reference lootlonall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries. Inc. Tue Jan 16 14:29:44 2015 Page 1 ID:bOatRVUFgstWlsjxZR3CWEly31Ye-L6bCrVKRVOTRbivRNoTUZMeTmyyeYNGg2c 6dhzulZ5 t-5-0 5-24 9-10.13 n 1-5-0 I 5.2.4 4-8-9 ' CAA 2x4 = 1.50 11 5 Scale • 1:22.5 5.2.4 5.2.4 3x4 = 9.10.13 4-8-9 t LOADING (psf) SPACING- 2-0.0 CS1. DEFL. in loe) I/dell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.62 Vert(LL) 0.02 6-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.49 Ven(CT) 0.08 6-7 999 ISO SCLL 0.0 ' Rep Stress Inv NO WB 0.38 Harz(CT) 0.01 5 n/a n/a BCDL 10.0 Code FBC2017frPI2014 Matrix-R Wind(LL) 0.02 6-7 999 360 Weight: 42 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Iblsize) 4=252/Mechanical, 2=42910-7-8. 5=377/Mechanical Max Harz 2=171(LC 8) Max Uplift 4=133(LC 8). 2-111(LC 8), 5=63(LC 8) Max Grav 4-259(LC 13), 2=429(LC 1), 5=377(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (tit) or less except when shown. TOP CHORD 2-3=798/84 BOT CHORD 2-7=-214n30, 6-7=-214n30 WEBS 3-7-0/271, 3-6-7931232 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 cc purling. BOT CHORD Structural wood sheathing direly applied or 10-04 oil bracing. NOTES- 1) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vesd=108mph: TCDL=4.2psf; BCDL=3.Opsf; h=25ft: 8=45ft; L=24ft; eave=5ft; Cat. If: Exp B; End., GCpi=0.18; MWFRS (directional); Lumber DOL-1.60 plate grip DOL-1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 133 lb uplift at joint 4, 111 lb uplift at joint 2 and 63 lb uplift at joint S. 6) In the LOAD CASE(S) section, bads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase-1.25 Uniform Loads (plf) Vert: 1-8=-60 Trapezoidal Loads (plf) Ven: 8=O(F=30, 8-30)-to-4-148(F-44, B=44), 2=2(F=9, 8=9)-to-5-49(F=15, B=15) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING • Verity design parametara and READ NOTES ON THIS AND INCLUDED AUTEK REFERENCE PAGE s/1F7473 M. I&WA2015 BEFORE USE I I a _ , Design valid tot use only wan NrTek® Connectors. This design is based only upon parameters Shown, and is for an individual WIWng Component. not at it "am. Before use, the building designer must verify the applicalf ty of design paractnnent and property incorporate this design into the overall bunking design. Bracing indicated is to prevent budding of individual trust vweo androf Moro members only. Additional temporary and permanent bracingffffip is always required tar stability and to private Collapse win possible personal injury and property damage. For general guidanca regarding the fabrication, storage, delivery, erection and bracing of trusses and Coss Systems, see ANSVrPl1 Quality Cnterls, OSS49 and BCSI Building Component 6204 Parka East Bid. Safety Information available from Trues Plate Institute, 218 N. Lee Street. Suite 312. Ale,randna. VA 22314. Tampa, FL 361110 Job Truss Truss Type Oty Ply Park SqJ WELLINGTON - 3096-A ENSUITE T12976580 PS03096A-ENSC KJ68 MONO TRUSS 1 1 i a Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 16 14:22:43 2018 Page 1 I0:bOatRWFgstWsjxZR3CWEly3fYe-hvt geAKpkiLaz9KEp5yF 184JsYd7px t hpyFYSFzulZ6 1-5-0 4-4-5 9-&14 1-5-0 44-5 4$9 Stale = 1:21.1 2x4 = 1.214 a 5 3x4 = 4J-5 4-4-5 9b14 441.9 LOADING (psf) SPACING- 2-0-0 CSI. OEFL. in loc) Ildeft L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.57 Ven(LL) -0.02 6-7 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.07 6.7 >999 ISO BCLL 0.0 ' Rep Stress Incr NO WB 0.31 Horz(CT) 0.01 5 n/a n/a BCOL 10.0 Code FBC20171TPI2014 Matrix-R Wlnd(LL) 0.02 6-7 >999 360 Weight: 39 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 6-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing direly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 4=230/Meehanical, 2=377/0-7-8, 5=295/Methanical Max Harz 2-146(LC 8) Max Uplift 4=120(LC 8). 2=-104(LC 8), 5=41(LC 8) Max Grav, 4=231(LC 13), 2=377(LC 1).5=295(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-695169 BOT CHORD 2-7-181/641, 6-7=181/641 WEBS 3.6= 680/192 NOTES- 1) Wind: ASCE 7-10: Vuh=140mph (3second gust) Vasd=108mph: TCDL-4.2psf; BCOL-3.Ops(,* h=25ft; 8=45ft; L=24ft; eave=5ft; Cat 11; Exp 8; End., GCpi=0.18; MWFRS (directional); Lumber DOL-1.60 plate grip OOL-1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live 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 120 lb uplift at joint 4, 104 lb uplift at joint 2 and 41 lb uplift at joint S. 6) In the LOAD CASE(S) section, bads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase-1.25, Plate Increase-1.25 Uniform Loads (ptr) Vert: 1-8--60 Trapezoidal Loads (ptt) Vert: 8=O(F=30, 8=30)40-4=136(1`-38, 8=38), 2-2(F=9, 8=9}to-5=45(F=13, 8=13) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 wARNINo • va" design paramafers and READ NOTES ON rJeS AND INCLUDED WrEK REFERENCE PACE WI.7473 ray. 16001410 S BEFORE USE Oesign valid for use ony, with Mrtek® connectors. This design is baud only upon parsrtteters shorn, and is for an individual building eomponant, not a Coss system. Before Lila, the building designer must verify the applicability of design parameters and propedy incorporate Nis design into the overall building design. Bracing indicated Is to prevent buckling of individual Coss web and/or chord members any. Additional temporary and permanent bracing is always required for stability and to prevent Collapse Cobh possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of tntsses and Coss systems, see ANSVM1 Quality Criteria, OSB416 and SCSI Building Component allot Parke East Blvd. Safety Information evadabletram Truss Plate Insitute. 2ta N. Lee Street. Suite M 2. Aiexandda. VA 22314. Tamps, FL 3611110 Job Truss TypeOryPlyPark SqJ WELLINGTON-3096•AENSUITET129765811PS03096A-ENSC L1 Plup" 1 2 Job Reference r Mid -Florida Lumber, Banow. FL. S.130 s Sep 15 2017 Mi ek Industries, Inc. Tue Jan 16 14:29:45 2018 394 ' 32-12 4-2.2 4-10.14 4-10•14 4-9.2 3.2.12 3.94 Sx5 1.Sz4 II 5x8 = 1.50 II 5x5 6.00 1112 4 5 18 6 7 a 2 Scale - 1:57.6 d d t0 77 1 jPl- 3xS 17 to 19 15 14 13 12 3x4 = 3x4 = 3x10 = 64 = 2x4 II 3x8 = 3x4 = 1, wlilo- iftqq4q-, 7.0-0 11•d.2 te•8-0 21$t43310 7-0-0 4$2 410.14 4.10.14 I 49.2 7-0-0 Plate Offsets /x Y1- 12:0-2-10 0-141 14.0-2-8 0.2-41 16:0.4 0 0-3.01 18:0-2-8.0.2-41 LOADING (pan SPACING- 2-0.0 CS1. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.77 Vert(LL) -0.19 14-16 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.68 Vert(CT) -0.38 14-16 >999 180 BCLL 0.0 Rep Stress Iner NO WE 0.51 Horz(CT) -0.09 2 We n/a BCDL 10.0 Code FBC2017frPI2014 Matrix-R Wlnd(LL) 0.22 14.16 >999 360 Vdeight: 399 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD 4-6,6.8: 2x4 SP DSS BOT CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=305710-3.8.10=243410-3.8 Max Horz 10=77(1-C 6) Max Uplift 2=1232(LC 8). 10=751(LC 8) Max Grav 2-3517(LC 13). 10=2606(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=711612560, 3.4=-6960/2533, 4-5=-876713292, 54-8767/3293. 6-7=6588/2147, 7$=6588/2147, 8. 9y4970/1482, 9-10=5119/1509 BOT CHORD 2-17- 221116292, 16-17=2149/6170. 14.16 =2837/8462, 13-14=2837/8462, 12-13=121414459, 10- 12-127514571 WEBS 4-17-0/ 441, 4-16=-1237/3232, 5-16=1952/1033, 6-16=-453/417, 6-14=01326, 6.13=2296/1021, 8-13=975/2722, 8-12=0/438 Structural wood sheathing direly applied or 3.8-3 oc purlins. Structural wood sheathing direly applied or 9-7-1 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.148'x3r) nails as follows: Top chords connected as follows: 2x4 - 1 row at 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-" oc. 2) All loads are Considered equally applied to all plies, except 9 noted as front (F) or back (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8). unless otherwise indicated. 3) Unbalanced roof live bads have bean considered for this design. 4) Wind: ASCE 7- 10; Vuh=140mph (3-second gust) Vasd2108mph; TCDL-4.2psf: BCDL=3.Opsf; h=25ff; 8=45rt; L-2411t; eave=4ff; Cat. 11; Exp B; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) This truss has been designed for a 10.0 psf bottom Chord live load nonconcurrent with any other live loads. 7) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 1232 lb uplift at joint 2 and 751 lb uplift at joint 10. 9) Girder carries hip end with 20-0-0 right side setback, 7-0-0 left side setback, and 7-0-0 end setback. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 1668 lb down and 848 lb up at 13-4-0, and 584 lb down and 297 lb up at 7-0-0 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AwARNINO • verly, design pant. ters and READ NOTES ON T10S AND INCLUDED WTEK REFERENCE PAGE aaFT472 rev. I&W,201S BEFORE LOSE Oesign valid for use only with Wak® connectors. This design IS based only upon p lnunalan shownt. and is for an indMdual building oomponeeq, not a truss system. Before use, the building designer must wordy the applicability of design parameters and property incorporate this design into the dverae budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord member only. Additional temporary and permanent bracing Is always required tar stability and to prevent collapse with possible personal injury and property damage. Far general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, sea ANSVrP11 Quality Criteria. OSBdg and SCSI Building Component 6904 Parke I" Blvd. Safety Information available from Truss Plate Institute. 216 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 36610 Job Truss cuss Type Oty Ply Park SqJ 1NELLINGTON - 3096-A ENSUITE T12976581 PS03096A-ENSC Lt HIP 1 2 Job Reference footionall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Tue Jan 16 14:29:45 2018 Page 2 10:3c8FesFSdBe9Ut1M_mpmVy3lYd-pJ9a2(.3GKbIDSUdxW_jSZ9WMFxHnLzHGkf97zLdZ4 LOAO CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-4=-60, 4-18=131(F=71), 8-18=60, 8-11-60, 2-10s44(F=24) Concentrated Loads (lb) Vert: 4=385(F) 18=1100(F) QWARMNO • V or aAly daafgn paramatara and READ MOTES ON T1a5 ANO INCLUDED MI7EK REFERENCE PACE MM1717] nv. /dA]/]dIS BEFORE USE. Design valid for use onty with UrraM Connectors. This design is based any upon parameters shorn, and If for an indMdual building component, net a truss system. Before use, the building designer must vent' the applfrabdity, of design parameters and property incorporate this design into the ovarsg building design. Bmdng indicated is to prevent budding of indhAdual tnrsa Web and/or chard members only. Additional temporary and permanent bradng I s akvays required for stab8ny and to prevent dosapse wish possible personal injury and property damage. For general guidance regarding the fabrication, storsge, delivery, aretsion and bracing of trusses and truss systems, see ANSVIPIt Owlhy Crherla, OSBAS and SCSI Building Component 6904 Parke Fast Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 361110 Job Truss Truss Type Ory Ply Park Sig! WELLINGTON - 3096-A ENSUITE T12976582 PSO3096A-ENSC L2 HIP 1 1Job Reference lootionall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Tue Jan 16 14:29:46 2018 Page 1 ID:3e8FesFSdBe9Ut"_rrglmW3lYd-MIryGBMh t djSgc3pUDVyenioOIY000d7 VwTDiZzuIZ3 a-g 4 9-0-0 18.841 24-4-0 1 268 12 33 4 0 34:-0tt 441-4 4-2-12 7&41 7$-0 4-2.12 4.9-4 1-0-0 Seale - 1:56.5 Sx5 = 1.5x4 11 595 = 3 13 4 14 4x4 = t2 .. 10 9 4x4 3x4 = 3x4 = 328 = 3x4 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 ' BCOL 10.0 SPACING- 2.0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2017frP12014 CSI. Tc 0.68 BC 0.86 WB 0.38 Matrix-R DEFL. in Vert(LL) -0.16 Vert(CT) -0.35 Horz(CT) 0.11 Wnd(LL) 0.13 loc) Udell Lid 10 :-999 240 1-12 2-999 180 7 n/a n/a 10 >999 360 PLATES GRIP MT20 2441190 Weight: 163 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-1 oe pudins. BOT CHORD 2x4 SP N0.2 BOT CHORD Structural wood sheathing directly applied or 6-" oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=1321/Mechanical, 7=1392/0.3.8 Max Horz 1-95(LC 8) Max Uplift 1=314(LC 10). 7-364(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=2486/1064, 2-3=2246/959, 3-4=24=1117. 4-5=248011117, 5-0=2237/949. 6-7=24681104E BOT CHORD 1-12=- 840/2168, 10.12=648/1958, 9-10=640/1951, 7-9=-81912147 WEBS 3-12=-611405. 3.10=241f?10, 4-10--489/298, 5-10=250/716, 5-9=501400 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; BCOL-3.Opsf; h=25ft; B=45ft: L-24ft: eave=4ft; Cat. It: Exp B: End., GCpi=0. 18: MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 pst 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 2-0-0wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 3141b uplift at joint 1 and 364 lb uplift at pint 7. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q wARNING - -ty dsalgn persmatwa end READ NOTES ON THIS AND INCLUDED WWK REFERENCE PAGE 11e1403rev. 10Al2rlefS BEFORE USE. Design valid far use only with UlTek® connectors. This design is bused only upon parameters shorn. and is for an individual Wilding component. not a truss system. Before use. the building designer must verily Me applicability of design parameters onto property Incorporate this design Into the overa0 bulking design. Bracing indicated is to prevent budding of individual truss well Snorer chard members any. Additional temporary and permanent bracing is sways required for slabedy and to prevent colaped with possibie personal injury and property damage. For general guidance regarding the fabrication, stowage, delivery, erection and bracing of trusses and truss systems, see ANSVrP11 Quality Crteerla, OSSM and SCSI Building Component 690a Parke East Blvd. Safety Information avallable from Truss Plata Institute, 218 N. Lee Straw, Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park SqJ VIELLINGTON - 3096-A ENSUITE I T12976583 PS03096A-ENSC L3 HIP 1 1 Jo Reference (actionall asto-rionea Lumuer, culnew, rL. 0.1 JU 8 Sep tb 011 Nfelt Innustnes. Inc, rue Jan 16 14:29:47 2018 Page 1 ID:3c8FesFSdBe9UtW1_mjlmVy3lY64hGKTXN KoxrOSme021AB8_E?V9WmYGkaDmE0zu1Z2 St1 11-0-0 16$-0 22-" 2781_2 i 33-4-0 4-0 S94 S2.12 S8-0 S." 52-12 S9 4 1 0.0 4x4 = Stale = 1:56.5 Sx5 = 1.5x4 II 5x5 = 3x4 = 3x4 = 3z8 = 3x4 = 4x4 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Veit(LL) -0.17 9-10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.84 Vert(CT) -0.33 9.10 >999 180 BCLL 0.0 Rep Stress Inn YES WB 0.21 Horz(CT) 0.11 7 n/a We BCDL 10.0 Code FBC2017/rP12014 Matrix-R VWnd(LL) 0.11 10 >999 360 Weight: 164 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 340-11 oe purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 6.4-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1-1321/Mechanical, 7=1392/0.3-8 Max Harz 1-114(LC 8) Max Uplift 1=314(LC 10), 7=364(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2-247011063. 2-3=2235/994, 3.4=2008/954, 4-5=2008/954, 5.6=22241983, 6-7=2456/1048 BOT CHORD 1-12=-831/2150, 10-12-WS/l760. 9.10=56411756, 7-9=-814/2134 VdESS 2-12=3081276, 3-12-164/474, 3-10=104/465. 4-10-3511200, 5-10-1111469, 5-9= 1511468. 6-9-297/265 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuft-140mph (3-second gust) Vosd=108mph; TCOL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft; eave=5ft; Cat. 11; Exp 8; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces d MWFRS for reactions shown; Lumber OOL=1.60 plate grip OOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 24)-0 wide will rrt between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 314 Ill uplift at joint 1 and 364 lb uplift at joint 7. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 1 De WARNING•Verily designwith Urrek*parameters corand READNOTES is riseWIS AND INCLUDED WTEK REFERENCE PAGE attl•dual caning component, BEFORE USE Design Vane fdf use Only with MRGIt® COfIfIeGOrs. This design l3 OOaed only, upon parameters fhawn, and is for an If101Y1eual building componlm, net a truss System. 9efore use, the budding designer must varty the applicability of design parameters and property in has this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only. Additional temporary and permanent bracing is Always required far stability and to provers dolapse won possible personal injury and property damage, for general guidance regarding the fabrication. Storage, delivery, erection and bracing of trusses and true& systems, see ANSVrPl1 Quality Criteria, DSBAS and SCSI Building Component 6904 Parke East SM. Safety Information available from Truss Plate Institute. 218 N. Lee Sven. Suite 312. Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type Dry Park SgJ"ELLINGTON - 3096-A ENSUITEly T12976584 PS03096A ENSC L4 HIP 1 1Job Reference lontionall Mid -Florida Lumber, Bartow, FL. a.i 7u a Sep 13 2u1 / MI I eK InGUSUMS. Inc. c ue Jan to 14:LU:4u Lula rage i 6-9.4 6-2-12 3.8-0 3-8-0 6.2-12 6-9.4 Scale = 1:57.1 Sz5 - 1.Sx4 II Sz5 = o3x4 = US 3x4 = 3x4 = 34 = 3x4 = = 9-7.4 16.fl.1, 24$12 3'i-d11 t 8-74 Bb12 &0.12 &7-4 t Plate Offsets (X Y1- 11.0-1-0Eddel 13.0.2-8 0-2-41 IS•O-2-8 0.2-41 f7.0.1-0 Edoel LOADING ( psf) SPACING- 2-0 O CSI. DEFL. in lot) I/den L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.64 Vert(LL) 0.18 9.10 999 240 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(CT) 0.34 9-10 999 180 BCLL 0.0 Rep Stress Intr YES WB 0.35 Harz(CT) 0.10 7 n/a n/a BCDL 10.0 Code FBC2017/rP12014 Matrix-R Wind(LL) 0.11 1-12 999 360 LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight: 170 lb FT = 0% TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 2-9-9 of puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 6.3.11 cc bracing. WEBS 2x4 SP No.3 REACTIONS. ( Ib/size) 1=1321/Mechanical, 7-139210-3.8 Max Horz 1-133(LC 8) Max Uplift 1=314(LC 10), 7=364(LC 10) FORCES. ( lb) - Max. Comp./Nlax. Ten. - All fortes 250 (lb) or less except when shown. TOP CHORD 1-2=2441/1056. 2-3=226311066, 3.4-1689/853, 4-5=1689/853, 5-6=2252/10S4, 6- 7-2447/1043 BOT CHORD 1-12=-813/2167, 10-12=49111641. 9.10=-489/1598, 7-9=79912104 WEBS 2-12=365/323, 3.12=-294/641, 3.10=-15/329, 5.10=161332. 5-9=-2801629, 6- 9=357/314 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; 8=45ft; L-24ft; eave=oft; Cat. 11; Exp 8; End., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C C for members and (areas 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom Chord in all areas where a rectangle 3-6.0 tall by 2 0 wide will rat between the bottom chord and any other members, with BCDL = 10.0psf. 6) Refer to girder(s) for truss to truss Connections. 7) Provide mechanical Connection (by others) of truss to beating plate capable of withstanding 314 lb uplift at joint 1 and 364 lb uplift at joint 7. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING -VM - y dwgn parsmarara and READ NOTES ON fNIS AND INCLUDED atITEK REFERENCE PAGE aeF71r2 nv. 1dALlefS BEFORE USE. Design valid for use only with MTek® connectors. This design is baud only upon parameters Shown. and is for an indiviautl Wilding 00114 anent, not a truss system. Before use, the Wilding designer must verily the applicability of design parameters and property incorporate this design into the overall bulking design. Bracing indicated is to prevent budding of indivioual wan web andlor chord member only. Additional temporary and permanent bracing is always required for Stability and to prevent Collapse with possiNe personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of woes and truss systems, ace ANSIRPIt Quality Criteria, OSE4 9 and SCSI Building Component 6904 Parke East Blvd. Sat" Information available from Truss Plate Intend. 218 N. Lee Street. Suite 312. AIM11.611a, VA 22314. Tampa, FL 36610 Job Truss Truss Type Dry Ply Park Sq./ WELLINGTON - 3096-A ENSUITE I T12976585IPS03096A-ENSC M1 HIP 1 1 Job Reference (ootionall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Tue Jan 16 14:22:50 2018 Page 1 ID:XoidrCG4OVmO615xYTE_J y31Ya9GyT6ZPCSsDaJDNaj3aupds0q"74jOYROrLzulZ7 7-0.0 t0-0-0 13-0-0 20-0-0 214-0 7-0-0 3-0-0 3-0-0 74-0 10-0 SxS = 1.Sx4 11 10 SxS = 11 4 Scale = 1:34.3 396 = 1.Sx4 // Sxe = t.Sx4 \\ 3x6 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in hoc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) -0.10 8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.72 Vert(CT) -0.20 7-8 >999 180 BCLL 0.0 Rep Stress Ina NO WB 0.16 Horz(CT) 0.07 5 n/a We BCDL 10.0 Code FBC2017/rP12014 Matrix-R WAnd(LL) 0.11 8 >999 360 Weight: 93 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-4-2 of purlins. 80T CHORD 2x4 SP No.1 BOT CHORD Structural wood sheathing direly applied or 6-3-12 oG bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1-1615/0-3.8, 5=168810.3.8 Max Harz 1-76(LC 6) Max Uplift 1=577(LC 8), 5=-628(LC 8) Max Grav 1=ISOS(LC 13). 5=1868(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=3476/1190. 2-3=3099/1170, 3-4=3099/1170, 4-5=3466/11at BOT CHORD 1-9=964/3070. 8-9=990/2927, 7-8=985/2876. 5.7=-956/3014 WEBS 3-8-316/250. 2-8-133/423. 4$=126/427, 4-7=0/390, 2-9=0/393 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) VAnd: ASCE 7-10; Vult-140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L-24ft; eave=oft; Cat. 11; Exp 8; End., GCpi=0.18; MWFRS (directional): Lumber DOL-1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live bads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2 0 vide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 577 lb uplift at joint 1 and 628 lb uplift at joint S. 7) Girder carries hip end with 7.O-0 end setback. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) S84 lb down and 297 lb up at 13.0.0, and 584 lb down and 297 lb up at 7-0-0 on top 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) Vert: 1-2=-60, 2-4=-131(F=71), 4-6= 60, 1-5=-44(F=24) Concentrated Loads (lb) Vert: 2=-385(F) 4-385(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - VertQ y design parameters and READ NOTES ON Ills AND INCLUDED adTEK REFERENCE PAGE aeF717] rev. 7da1L]df] BEFORE USE. Design valid tot use ardy aMh MTekeID connectors. This design Is based only upon parameters anorn, and is for an individual building component, net a truss system. Before use, the building designer must vendy Me applicab ft at design parameters and property Incorporate this design into the overall building design. Bracing indicted is to prevent budding of individual truss web andror Chord member any. Additional temporary and permanent bracing is always required fa stability and to prevent collapse with possible personal injury and property damage. For generai guidance regarding the fabrication, storage, delivery, amelion and bracing of trusses and truss systems, ace ANSITPN Quality Criteria, 0-11 and SCSI Building Component 6004 Parke Fast Blvd. Safety Information available Mom Truss Plate Institute, 216 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa. FL 38610 Job Truss Truss Type Park SqJ WELLINGTON - 30WA ENSUITE 10ty ty T12976586 PS03096A-ENSC M2 HIP 1 1 Job Reference (optional) Mid -Florida Lumber, Bartow, FL. a.130 s Sep 13 zar7 mitex industries, inc, cue dan 1e MXV:31 zula rage 1 4-94 4.2-12 2-0-0 4-2-12 4-94 Stale - 1:35.1 4x4 = 4x4 = 3 4 3x4 = 3x4 = 4x4 = 3x4 = 3x4 = LOADING (psl) TCLL 20.0 TCDL 10.0 BCLL 0.0 SCOL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Iner NO Code FSC2017fTP12014 CS1. TC 0.49 BC 0.80 WB 0.17 Matrix-R DEFL. in Vert(LL) -0.15 Vert(CT) -0.33 Horz(CT) 0.04 Wlnd(LL) 0.05 loc) UdeO Ud 6.8 >999 240 1-10 2--710 ISO 6 n/a n/a 1-10 >999 360 PLATES GRIP MT20 2441190 Weight: 91 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 4-6.8 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing direly applied or B-9-2 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 1=786/0.3.8, 6=859/0-3-8 Max Horz 1=95(LC 8) Max Uplift 1-186(LC 10), 6=238(1-C 10) FORCES. (lb) - Max. Comp./Max. Ten. - All tomes 250 (lb) or less except when shown. TOP CHORD 1-2=13371614, 2-3=1041/482, 3-4-880/475, 4-5=10401480, 5-6s13291603 BOT CHORD 1-10=44211154, 8-10-213/880, 6-8=428/1144 WEBS 3-10=-104/298, 4-8=88/294, 2-10=353/265, 5.8=342/249 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=2411; eave=oft; Cat. II; Exp B; End., GCpi=0.18; MWFRS (directional) and C-C Extertor(2) zone;C-C for members and forces S. MWFRS for reactions shown; Lumber DOL-1.60 plate grip OOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconeurrent with any other live loads. 5) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0.0 wide will rd between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 186 lb uplift at joint 1 and 238 lb uplift at pint S. a Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING . Verify design paametan and READ NOTES ON THIS AND INCLUDED AVIEK REFERENCE PAGE 11014472 rev. MWO111 BEFORE USE. Design valid for use "wen Mnekdl connector&. This design is based only upon parameters sham, and Is for an Individual building component, not a truss system. Before use, the Wilding designer must very the applirabdily of design parameters and properly incorporate this design into the ovens budding design. Bracing indicated is to prevent budding of individual truss web wWfor chord members ordy. 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 "am$. sea ANSVTPI1 Quality Cnterle, 05134e11 and BCSI Building Component U04 PwM East BM. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 112. Alexandria. VA 22314. Tampa, FL 381110 Job Truss russ Type Dry Py Park SqJ Wc'LLINGTON - 3096 A ENSUITE MONO J T12976587 PS03096XENSC N1 HIP 1 2 Reference 1 Mil- Flonda Lumber, Bartow, FL. S.130 a Sep 15 2017 MiTek Industries, Inc. Tue Jan 16 14:29:52 2018 Page 1 ID:? F?3YHi9oLiUS98681Dswy31Yb6f4DWFRScTT1YXWzrucmu2yAmgOyJ7uswXuOzulYz 3512 6.5-07-0.0 3. 5.12 2-11 0.7-0 1. Sx4 = 3x4 = 3x10 II 4x4 =4 Scale - 1:23.2 3. 512 2.11.4 a7-0 LOADING ( psf) SPACING- 1-0-0 CSI. DEFL. in loc) Udell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Ven(LL) 0.02 4-5 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(CT) 0.04 4-5 999 ISO BCLL 0.0 Rep Stress Incr NO WB 0.50 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-P Wlnd(LL) 0.02 4-5 999 360 Weight: 79 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 2x6 SP No.2 WEBS 2x4 SP N0.3 -Except- 80T CHORD 3- 4: 2x4 SP No.2 REACTIONS. ( lb/size) 1=2315/0-3.8, 4-2168/Mechanical Max Horz 1=56(LC 8) Max Uplift 1=537(LC 8). 4=-530(LC 8) FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-3083/705, 3-4=319/88 BOT CHORD 1-5=669/2734, 4-5=669/2734 WEBS 2-5=601/2621, 2-4=3059/748 NOTES- 1) 2-ply truss to be connected together with 10d (0.148'xT') nails as follows: Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Structural wood sheathing direly applied or 10.0-0 oc tracing. Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-6-0 cc. 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 (8) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated. 3) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd-108mph; TCOL-4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L-24ft; eave=oft; Cat. 11; Exp B; End., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL-1.60 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) Refer to girder(s) for truss to truss connections. 7) Provide -mechanical connection (by others) of truss to bearing plate capable of withstanding 537 lb uplift at joint 1 and 530 lb uplift at joint 4. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 306 lb down and 73 lb up at 6- 5-12 on top chord, and 1222 lb down and 291 lb up at 1.0-12, and 1313 lb down and 313 lb up at 3-0-12, and 1374 lb down and 327 lb up at 6-0.12 on bottom chord. The design/seledion 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 (plf) Vert: 1-3-30. 1-4-10 Concentrated Loads (lb) Vert: 6=306(F) 7-1222(8) 8=1313(B) 9=1374(B) 0 WARNING • Ved/y design parameters and READ NOTES ON THE AND INCLUDED IWTEX REFERENCE PACE AW473 rev. tommois BEFORE USE Design valid for use pray with Urtek* connectors. This design is baud only upon parameters snam. and is for an individual building component, net a true "am. Belpre use, the building designer must verify, the sppliub lily of design parameters and property incorporate this design into the overse building design. Bracing indicated is to prevent budding of iMiNdual truss vreb and/or chord members only. Additional temporary and permanent bracing Is always required tar 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 "amt. see ANSIRP" Quality Criteria, DS929 and SCSI Building Component Safety Information milable from Truss Plate Imanute. 218 N. Lee Street, suite 312. Aldrandria. VA 22314. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies isPike" ast 81W. Tampa. FL Witt Job Truss Truss Type Oty Park SqJ WELLINGTON - 309&A ENSUITEty T12976588 PS03096A-ENSC P1 HIP 1 1Job Reference (optionall Mid -Florida Lumber, Bartow. FL. 1-0.0 5-0-0 4x8 = 8.130 s Sep 15 2017 MiTek Industries, Inc Tue Jan 16 14:29:53 2018 4x4 = 6-0-0 3x4 = 1.Sx4 11 3x4 = 3x4 = 1-0-0 Seale = 1:25.0 5.1.12 b2J 13.4-0 t 5.1-12 3-0-a 1 5.1.12 Plate Offsets (X YI- 1310.5-4 0.2-01 LOADING (psf) SPACING- 2-" CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.30 Vert(LL) .0.03 8 >999 240 MT20 2441190 TCOL 10.0 Lumber DOL 1.25 BC 0.51 Vert(CT) -0.08 2-8 >999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.08 Horz(CT) 0.03 5 Na n/a BCDL 10.0 Code FBC2017f rP12014 Matrix-R Wlnd(LL) 0.03 7-8 2,999 360 Weight: 57 lb FT - 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 4-5-10 oG purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing direly applied or 9.0-15 oG bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=921/0.3.8, 5--921/0-3-8 Max Hors 2=58(LC 7) Max Uplift 2=333(LC 8). S-333(LC 8) Max Grav 2-973(LC 13), 5=973(LC 14) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3-16031549, 3.4=1390/517, 4-S-1&M/549 80TCHORD 2-8-42511410.7-8=-42311418.5-7-421/1378 NOTES- 1) Unbalanced roof live loads have been Considered for this design. 2) Wind: ASCE 7-10; Vuh=140mph (3second gust) Vasd=108mph; TCOL=4.2psf; BCDL-3.0psf: h=25ft; 8=4Sft; L=24ft: eave=oft; Cat. 11; Exp 8: End., GCpi=0.18; MWFRS (directional); Lumber DOL-1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nontoncurrent with any other live loads. 5) - This truss has been designed for a live load of 20.0psf on the bottom Chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will for between the bottom Chord and any other members. 6) Provide mechanical Connection (by others) of truss to bearing plate Capable of withstanding 333 lb uplift at joint 2 and 333 lb uplift at joint S. 7) Girder carries hip and with 5-0-0 and setback. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support Concentrated load(s) 265 lb down and 135 lb up at 8-4-0, and 265 lb down and 135 lb up at 5-0-0 on top 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 (ptf) Vert: 1-3-60. 3-4=101(F-41), 4-6=60, 2-5=-34(F=14) Concentrated Loads (lb) Vert: 3=175(F) 4=175(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Varty, design parameters and READ NOTES ON THIS AND INCLUDED WrEK REFERENCE PAGE MY-7472 rev. 140=015 BEFORE USE t Design valid fa use onty with MTek® connectors. This design is based ardy upon parameters shown, and is for an individual budding component, net a truss "am. Striate use, the building designer must verity the appliCA liy of design parameters and property incorporate Nis design into the overact building design. Bracing indirated is to prevent budding at individual chordItrusswebandlat members only. Additional temporary and permnem bracing is always required far 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, tee ANSVM1 Quality Criteria, OSS419 and BC81 Building component 6204 Parke Fast Blvd. Safety Information available hom Truss Plate Institute. 2111 N. Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss ruse Type 0y Ply ParkPerk SqJ WELLINGTON - 3096-A ENSUITE PS0309SA-ENSC P2 JNGPOST 4 1Job Reference (optionall Mid -Florida Lumber, Bartow, FL. 8.130 s Sep 15 2017 MTek Industries, Inc. Tue Jan 16 14:29:54 2018 Page 1 ID:60OVDBECSaORFaNNtLhHh4y3fYf-22B_kwSi85kOorgMyve4zTl By_M2uynILAPez6zu1Yx t-0-0 6.8.0 t3•d-0 t-011 6.841 8$ 0 Scale - 1:23.7 4x6 = 3x4 = 1.Sx4 11 3x4 = e." aa.o LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) uden L/d PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.52 Vert(LL) 0.05 4-5 999 240 MT20 244/190 TCOL 10.0 Lumber DOL 1.25 BC 0.46 Ven(CT) 0.11 4-5 499 ISO 9CLL 0.0 ' Rep Stress Incr YES WB 0.12 Horz(CT) 0.01 4 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-R VNnd(LL) 0.04 4-5 999 360 Weight: 49 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=594/0.3.8, 4=519IMechanical Max Hors 2=73(LC 9) Max Uplift 2-175(LC 10), 4-122(LC 10) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=774/363, 3-4-773/361 BOT CHORD 2-5=2281619. 4-5=228/619 WEBS 3-S=0/309 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. BOT CHORD Structural wood sheathing 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: Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psh BCDL=3.Opsf; h=25ft: B=45ft: L-24ft; eave=4ft: Cat. 11: Exp B; End., GCpj=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber OOL-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) Refer to girder(s) for truss to truss Connections. 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 175 lb uplift at joint 2 and 122 lb uplift at joint 4. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 1QWARNING • Varlfy design parameters fLWRdmatarsandREADNOTESONINSANDINCLUDEDa1REKREFERENCEPAGE7173ray. 113 BEFORE USE K ww—A Design valid for use only with MTek® connectors. This design is based only upon parameters shorn, and Is for an individual building component, not a truss system. Before use, the building designer must verly, the applicability of design parameters and properly Incorporate Nis design into the overall budding design. Bracing indicated is to prevent Welding of individual trust web andiat chord memtwa 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, sea ANSVrPI1 Quality CMerta, OSS42 and SCSI Budding Component agar Parke East Blvd. Safety Information available from Truss Plate Insisted. 218 N. Lee Stroll, Suse 312. Alexandria, VA 22314. Tamps. FL 361110 Job Truss Truss Type 01Y PlyPark SqJ WELLINGTON - 3096-A ENSUITE Tt2976590 PS03096A-ENSC V1 KINGPOST 1 1 Job Reference (optaoriall Mid -Florida Lumber, Sanow. FL. B.130 s Sep 15 2017 MTek Industries, Inc. Tue Jan 16 14:29:55 2018 Page 1 I D:XOidrCG4OVmO615xYrE_Jjy3IYo.MlM9GTLvOstP?FYWcA3WgZRdOo8dOCSag9BWzulYw 4-0-0 8-0-0 4-0-0 4-0-0 scale - 1:14.8 4x4 1 2x4 4 t.Sx4 II 2x4 4-0-0 &60 It 4.n-0 4.0-0_ LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) I/deg Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Ven(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.26 BC 0.11 Ven(CT) n/a n/a 999 BCLL 0.0 - Rep Stress Incr YES WB 0.04 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017frP12014 Matrix-P Weight: 25 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Structural wood sheathing directly applied or 10.0-0 oe bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1-1391&", 3=13918-0.0.4=270/8.0.0 Max Horz 1=33(LC 9) Max Uplift 1=-45(LC 10). 3=-45(LC 10).4=-41(LC 10) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL-3.Opsf; h=25ft: B=45ft; L=24ft; eave=4ft; Cat. II; Exp B; End., 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 3) Gable requires continuous bottom chord bearing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) - This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 45 lb uplift at joint 1, 45 lb uplift at joint 3 and 41 lb uplift at joint 4. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARMNG • Veriy, design parameters and READ NOTES ON has AND INCLUDED WIEK REFERENCE PAOE AW472 rev. IOALV201 S BEFORE USE. Design valid for use only with NRek® connectors. This design Is based Only, upon parameters shwm, and is for an individual building component, not a trust system. Before use, the building designer must verity the applicability of design parameters and property, incorporate this design into the overall budding design. Bracing indicated is to prevent buckling of individual truss Web andlor Chord members ordy. Additional temporary and permanent bracing is aNrays required tot stability and to prevent collapse With possible personal injury and property damage. For general guidance regarding the fabrication. storage, delivery. ereciien and bracing of trusses and trust systems, ace ANSIRPI1 Quality Crlterla, OSS49 and SCSI Building Component 6904 Parka Fast Blvd. Safety information available from Trun Plate Institute. 216 N. Lee Street. Suite 312. Alexandria. 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. Q •;15 r For 4 x 2 orientation, locate plates 0- '41' 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. OSB-89: Design Standard for Bracing. SCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. O O U a O H Numbering System 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 BOTTOM CHORDS 8 7 3 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311. ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. 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-bradng. is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or ahemative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced lasses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSVTPI 1. S. 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, sae, 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. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14. Bottom chords require lateral bracing at 10 r spacing, g y or less, if no ceiling is installed, unless otherwise noted. established by others. 15. Connections not shown are the responsibility of others. 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet: Mll-7473 rev. 10/03/2015 IS. Do not al or after truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 1a. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consutl with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Ouality Criteria. ENSUITE OPTION HGUS262 8-0-0 2640 13a0 G&O PARK SQ / WELLINGTON 3096-A / ENSUITE_CAFE OPT 12 - HUS26 1-PLY HGR. 6 - THA422 FLR HGR MiMlorida 5 - HGUS26-2 2-PLY HGR 1 - THAC422 CONCEALED FLANGE HGR 0." 1.0 13J-0 Goka 26-" GARAGE M." 20-00 5" laga Floor Loading TC Live: 40.00 psf TC Dead: 10.00 psf BC Live: 0.00 psf BC Dead: 5.00 psf TC Stress Inc: 1.00 BC Stress Inc: 1.00 Spacing: variable RECORD COPY Roof Loading TC Live: 20.00 psf TC Dead: 20.00 psf BC Live: 0.00 psf BC Dead: 10.00 psf TC Stress Inc: 25.00 BC Stress Inc: 25.00 Spacing: 2- 0- 0 o.c. Account: Job: PS03096A-ENSC Designer: Checker: Date: 01-16-18 RECORDt City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # # 1* a - 7 4 2 . Project Location Add As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildinQ.or4. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma - Tru Single Door w/Sidelites FL8871.6 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 H-un Fixed MI Windows & Doors Series GA 185 Alum Picture Fixed FL15349.1 Awnin Pass Through Projected Mullions MI Windows & Doors 5764 Verical Alum Mullion FL 15353.2 Wind Breaker Dual Action Other June 2014 Category/Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding James Harding Bldg Products Hardie Panel FL13223.2 Soffits • Aluminum Coils, Inc Coils / Soffits FL12194.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles IKO Industries, LTD Asphalt Shingles /Cambridge 11-7006.1 Underla ments InterWrap, Inc Rhino Roof Undedayments FL15216.1 Roofinq Fasteners Nonstructural Metal Roofing Wood Shakes and Shin les Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives/ Coatin Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Southeastern Metals Off -Ridge Roof Vents FL16994.1 Other June 2014 Category/ Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates En ineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signatu Applicant's Name Please Print) June 2014 Florida Building Code Online Page 1 of 3 i . 1 a t 1 mom db SCIS Home r Log In User Registration t Hot Topics SubMt Surcharge Scam & facts Publications ; FBC Stall BCIS Site Map Links search0 pr M' Product Approval USER: Public User Product Aooroval Menu > Product pr Applicatlon search > Application List > Application Oetall FL # FL8871-R8 Application Type Revision Code Version -2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Therma-Tru Corporation 118 Industrial Drive Edgerton, OH 43S17 419) 298-1740 rickw@rwbldgconsultants.com Vivian Wright rickw@rwbidgconsultants.com Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from.a Florida Registered Architect or a Licensed Florida Professional Engineer r"1 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. 04 Validation Checklist - Hardcopy Received Certificate of Independence FL8871 R8 COI (b) Certificate of Indeoendence.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Standard Year ASTM 01929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201, 202, 203 1994 Florida Licensed Professional Engineer or Architect FL8871 R8 Eouiv (b) Eguivalencv of Standards.odf h4s://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgty3Ij Wak2nHr... 1/26/2018 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 10/17/2017 10/17/2017 10/19/2017 12/12/2017 FL # Model, Number or Name Description 8871.1 a. "ClassicCraft Rustic" Series 3'6 x 8'0 "Impact" Opaque Fiberglass Radius Top Single Door (X) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVH2: Yes FL8871 R8 II (b) Inst 8871.1.odf Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.1 for Design Pressure Ratings by FL8871 R8 AE (bl Eval 8871, I.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.2 b. "ClassicCraft" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - Rustic" Series Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVH2: Yes FL8871 R8 II (b) Inst 8871.2.odf Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.2 for Design Pressure Ratings by FL8871 R8 AE (bl Eval 8871.2.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.3 c. "ClassicCraft" or "ClassicCraft 3'6 x 8'0 "Impact' Opaque Fiberglass Single Door with Rustic" Series Sidelite (OX or XO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVH2: Yes FL8871 R8 II (bl Inst 8871.3.odf Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.3 for Design Pressure Ratings by 8 `AE (b) Eval 8871.3.odfFL8871R8'. specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and ' SmoothStar sidelites, this product approval requires the use of "I" part numbers for these sidelites, which have been stained or painted within six months of installation.) 8871.4 d. "ClassicCraft" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with Rustic" Series Sidelites (OXO) - Inswing or Outswing Limits of Use ' Installation Instructions Approved for use in HVH2: Yes FL8871 R8 II (bl Inst 8871.4.odf Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.4 for Design Pressure. Ratings by FL8871 R8 AE (bl 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 "7" part numbers for these sidelites, which have been stained or painted within six months of installation.) 8871.S e. "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - Series Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVH2: Yes FL8871 R8 It (bl Inst 8871.S.odf Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.S for Design Pressure Ratings by EU871 R8 AE (bl Eval 8871.5.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. https://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgty')Ij Wak2nH.r... 1/26/2018 Florida Building Code Online Page 3 of 3 8871.6 f. "FiberClassic" or "SmoothStar" 310 x 8'0 "Impact" Opaque Fiberglass Single Door with Series Sidelite (OX or XO) - Inswing or Outswing Limits of Use Installation Instructions - Approved for use in HVH2: Yes FL8871 R8 II (b) Inst 8871.6.odf Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.6 for Design Pressure Ratings by FL8871 R8 AE fill Eval 8871.6.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "3" part numbers for these sidelites, which have been stained or painted within six months of installation.) 8871.7 g. "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with Series Sidelites (OXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVH2: Yes FL8871 R8 11 (b) Inst 8871.7.odf Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure, N/A Evaluation Reports Other: See INST 8871.7 for Design Pressure Ratings by FL8871 R8 AE (ill Eval 8871.7.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "3" part numbers for these sidelites, which have been stained or painted within six months of installation.) 8871.8 h. "FiberClassic', "SmoothStar*, 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door (XX) - ClassicCraR" or "ClassicCraft Inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in HVH2: Yes FL8871 R8 II fill Inst 8871.8.odf Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.8 for Design Pressure Ratings by FL8871 R8 AE fill Eval 8871.8.Ddf specific Model and for any other additional use limitations Created by Independent Third Parry: Yes and installation instructions. 8871.9 1. "FiberClassic', "SmoothStar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door with ClassicCraR" or •ClassicCraR Sidelites (OXXO) - Inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in HVH2: Yes FL8871 R8 11 fill Inst 8871.9.odf Approved for use outside HVH2: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant, Yes Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.9 for Design Pressure Ratings by FL8871 R8 AE fill 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 "I" part numbers for these sidelites, which have been stained or painted within six months of Installation.) F. ---I Nut Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850.487.1824 The State of Florida Is an AA/EEO employer. Coovrloht 2007-2013 State of Florida.:: Privacy Statement :: Acoessibillm Statement :: Refund Statement Under Florida to., email addresses are public records. If you do not want your e-mall address released In response to a pudic -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 950.487.1395. *Pursuant to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The !malls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which Can be made available to the public. To determine if you are a licensee under Chapter 4SS, F.S., please dirk LltL. Product Approval Accepts! Mn®®® CtedLiCird- Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgty3Ij Wak2nHr... 1/26/2018 THERMAITRU 0 THERMA TRU DOORS 1 IS INDUSTRIAL DR., EDr3ERTON, DH 43517 SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE "IMPACT' DOOR w/ "NON -IMPACT' SIDELITE INSWING / OUTS WING . GENERAL NOTES 1. Thk product has been evaluated and Is In compliance with the A Edition (2017) Florida Bukft Code (FBC) structural requkements Including the 1,110 Velocity IMslcone Zane (HVHQ. 2. Product anchors shad bo as 616d and spaced as shown on details. Anchor embedment to base material shol be beyond wad dressing or stucco. 3. When used In live'HVHr the opaque door complies with Section 1626 of the Florida Budding Code and does not require on hipact resistant covering. The non•dnpoct sideile must be protected with on Impact resistant covering compfft with Seddon 1626 of the FBC. 4. When used In areas outside of the whir requiring wind dome debris protection. the opaque door complies with FBC Sections 1609.1.2 6 R301.2.1.2 and does not require an Impact resistant covering. the opaque door meets missile level D' and Includes Wind Ione 4 as defined In ASTM E 1996 and FBC Sections 1609.1.2.2 hL RWI.2.1.2.1. The non-ktpocl skieltes must be protected with an Impact resistant covering complying with FBC Sections 1609.1.2 Ili R301.2.1.2. S. For 2x stud framing construction, oAchoft of these units shad be the some as that shown for 2x buck mosorsy construction. 6. Site conditions that devble from the decals of this drawing regL" further engineefise onaysk by a licensed engineer or registered architect._ 7. Outswing configurations using cooslol so Item 94 under active door, and all sdk used under the sldeltes, meet water Infiltration requirements tor'1Mr. B. h.wAV conflgmallons and oulswbV configurations using sill item /5 under the door do not meet the water InBholbn requkements for the `HVHr and shol be installed 6* In non4wMlabfe area or at habitable locations protected by an overhang at canopy such that the ongle between the edge of canopy or overhang to A Is less than 6degrees. TABLE OF CONTENTS T at elevations, design pressures I: eneral notes Door panel details (Smooth slaDoorPSIHIEETDESCRIPTIONpone) detah FBser clossk) Sidelle panel delols Horizontal cross sections Vertical cross sections Vertical cross sections 8 Buck and Lame arc - 2X buck masonry construction 9 Frame onehodng - IX buck masonry construction 10 Companenls 6 Glailng delolls 1 Bit of Mal 54.75* MAX. O.A. FRAME WIDTH 37.7.7MAX. I5.50•MAX. % N'• Z FRAME WIDTH FRAME WIDTH r PANEL WIDTH PANEL DTH d i D P O O j OERAL DESIG PNRESSUREP.$F): DOOR TYPE tSWING FRAM{ Pam{ DIMENSION.X POO"ITIVE T EYGATI INSWING 54.75' x 98.00' 60.0 60.0 SMOOTH OUTSWING 54.75" x 96.50" 65,0 65.0 STAR INSWING S4.7S"x96.00' 60.0 60.0 FIBER OUTSWING S4.75" x 96.S0' 65.0 65.0 CLASSIC See Sheet 10 for design pressure imitations. sure N.T.S. mnr. er. DIVS ox err, LFS FL-8871.6 . mer_U 44 4d 47 4T EXTERIOR q7 41 43 j;:. ":'.,.}.I' l,'. •, f,ti ``.,...•v±` ^`yam I— DETAIL A -A J DOOR NEL 40 Smo01A sla d 00000 00000000000000000000000000000000000000000000000000000000.0000- 00000 0000000000000000000000000000000000000000000 DETAIL A -A Pane! reinforcement E 28.86% OPEN AREA MAX. lei 1,111ll'l INTERIOR 46 1 HORIZONTAL CROSS SECTION 2 EXTERIOR INTERIOR 4 VERTICAL CROSS SECTION% 2 vna-Z i OS 22 O8 N.T.S. r OWS er LFS ) FL-8871.6 c n -L OF. 0 Dq () ( 67 6T EXTERIOR A L DETAIL A -A J j OC WNEI C,.k 000000000 f000 0000000 00000000000000000000000000000000000000000000000000000000000000000000000000 00000000000000000000 0000c0000000000000 00000000000000000000000000000000000000000000000000000DETAIL A -A Panel minforcernent Illlli llllli[II I INTERIOR P\ HORIZONTAL CROSS SEC17ON 9 4AW 1YP. 4 CORNERS OF PANEL EXTERIOR A7! INTERIOR z d; 2.; z U0120 CW 6 mRIL1 IL I! 12 6s V 28. 86% OPEN I AREA MAX. —05122106 N. T.S. VERTICAL CROSS SEMN ffm ov. DWS CHL 1h, LFS DROW HD- FL- 8871.6 c SWET _, L OF.LL-10 I VS' MAX. PANEL —}- WID1H t v 1f 7D SIDE NEL i OSldeile IIPRA 1.1w I-- Si1lE sladte F-- I.ST ---I ROirtOM RAIL 7J STdef. r MAX D.L. EXTERIOR Z-J INTERIOR . v 1 HORIZONTAL CROSS SECTION 4 Icbs+Ic cmfi a omit) r MAX. D.0 EXTERIOR U INTERIOR 2 HORIZONTAL CROSS SECTION 4 I%lbW doss-) 1' MAX. DA.i EXTERIOR EXTERIOR INTEJtIOR EXTERIOR y'r 69 INTERIOR EXTERIOR 4 0 49 E ' w9a ma23a oE} cEV EcZ Qo o MERIOR o cj I of 2 1Vne\ KI o vi INTERIOR U3 49 — OS 22 Os 23 73 73 73 WALL, N.T.S. 3 HORIZONTAL CROSS SECTION DWIL fff: DWS 4 ( Smoothsloff) asc a" LFS ML- 4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION f VERTICAL CROSS SECTION D1a9 4 ( C u- craft & n)slic) 4 (Rbes doss-) 4 (Smooth star) FL- 8871.6 it 11 6 6 7 7 E Z O;' 2' n is 7 z fY oa gy co'n 8:3•: 3 INTERIOR 70 d n n oIu E 9 m • Wrr a 19 mad 8 lz 01 1B EXTERIOR EMB. W.) 4 HORIZONTAL CROSS SECTION Shown w/IXwb•buck E o D 3 3 4 D'Ig6677B rD L DAY 6. 6 7 7 L 0.1s' L MINK rC'SINK mP) I ) TYP.) n 9 8 B 9 N eN 70 10 10 INTERIOR INTERIOR, L e i bYfN e• r n_ w n N Q EXTERIOR 70 n N Z e 12 12 40 EXTERIOR M 40 16 N M C a+ s:05 22 08 i scut: N.T.S. L 14 E C f Va. sm OWS r' C1160I.1 /4MIN. 60 I. 11 r MIN. asc on LFS i EMB. IIYP.) EMB. ITYPJ CROSS SECTION 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTIONp eHORIZONTAI ashowfi • bx"V Outswbg shown - h,,* p aho opproved Oulswtr g stwvvm - bawIng obo 1 oved FL-8871. E n nao a ~ O o1 opp a EXTERIOR —% INTERIOR 1 VERTICAL CROSS SECTION 6 %,.,4.gshowrs-huwlrsg aho oppmved EXTERIOR INTERIOR 1 ors k y EXTERIOR y1INTERIOR 2 VERTICAL CROSS SECTION 6 Shovers wnx subbuck EXTERIOR INTERIOR VERTICAL CROSS SECTION 5 VERTICAL CROSS SEC! huwbV conllgurollon 6 Inswing conrWolion see general notes sheet 1 see ggeennera notes sheet 1 tar HVHTwalerinfalrollon lor'NVHPvoterinflhallon requtemenh requirements INTERIOR ryc- Isnn XT R rrr* s 1``, u0mz 4 s i Z u 9 o a 40^_ F i ma`a 60 oz a z 0 o FE J V1 3 VERTICAL CROSS SECTION 6 Oulswing configwalion see ggerlerol notes sheet 1 G for NVHT woler Inlilrationil requirementsug` INTERIOR EXTERIOR see general notes sheet I lot IfV14' water InAlrolbn requirements sr L N.T.S. on. BY: ows = asc rn: LFS DRUMM No_ a m FL- 8871.E °a mm -. L or 1 L o Ike Av INTERIOR EXTERIO lliloj Pt 1%` o i g _ u id oSs u L 4 E x 9 cio—' id Q F „ sR€d 70 mao. C C ` • I S 22 E E LM u_ 70 M q 8 0 70 M q EXTERIOR INTERIOR EXTERIOR INTERIOR .. : °: • ' : ,o .: o 1 VERTICAL CROSS SECTION 2 VERTICAL CROSS SECTION 7 a boa _ b>svAip ) Shown w/1 X sub•buck m 7 PP, 3 VERTICAL CROSS SECTIONoI asrci- o EXTERIOR INTERIOR EXTERIOR INTERIOR A r 0 0 70 7p INTERIOR EXTERIOR N N u M M BBo y 6pp 41 1 q g 70 M >? q 3 i E v E E Z; ; s `: ,•] 'y••f OaJ i l'';•',Yt: • „f N Q j lz 05/22/08 sous N.T.S. DWS m cif. aF. LFS ; 4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION 6 VERTICAL CROSS SEC17ON °PAM NM, o bowing conligurolion 7 b w*v conlw000n 7 Oubwing confWolion FL-8871.E N gac Z of J1 p Xt0'. r V IT—T 9,j 0 z z E z TYP. HEAD & MASONRYMASONRY JAMBS 6TYP. We' NRY10 0 a. OPENING JAMBS OPENING C 00 tj Z tq MULLION V3 SHOWN FOR IREFERENCEFRAME-/ ONLY II 0 2X BUCK--,, !2 o I I TYP. 2X BUCK MULLION V, 77 II 1 lyp. SILL 7YP. SILL a Ic i..• i'" • nl n mm BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB Masonry 2X buck consbuctlan CONCRETE ANCHOR NOTES: I. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to morfor)oInfs. 2. Concrete anchor locations noted os"MAX. ON CENTER' must be adjusted to maintain the min. edge distance to moriorMnls, odditionof concrete anchors may be required to ensure the "MAX. ON CENTER"dimension are not exceeded. 3. Concrete anchor fable: WOW ANCHOR m MEN '-' 70 MASONRY.... EMBtbn5a . ....... . ITW • 1/ 4- 1-1/4" 4' TAPCON ELCO 1/4' 1-1/4- IULTACONOWOOD SCREW INSTALLATION NOTES I 1. Maintain a minimum 5/117 edge distanco. 1-end asionce, a I- o.c. spacing or wood screws to prevent the spliffing of wood. HINGE DETAIL LATCH A DEADOOLT DETAII. Lk N.T.S. S. DWnLFSFM D- rL- 8871.6 78or THIS ANCHOR REQD .......... ONLY WHEN DP > 60.0 PSF 4- QW, 3- 1 r z0 0 .: z 1 TYP. HEAD & IAMBS F dl 6 MASONRY OPENING S S C 0 zV 14 t FRAME Bcr W M TYP. TX BUCK 7YP MULUO'N 6 it TYP. SILL HINGE JAMB CONCRETE ANCHOR NOTES: FRAME ANCHORING 1. Concrete anchor locations of the corners may be adjusted to maintain the min. Masorwy IX buck consbucrion edge distance to mortar joints. 2. Concrete anchor locations noted as 'MAX. ON CENTER" must be adjusted to maintain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: ANCHOR TYPE 10ANCHOR IlW 1/4" I-1/c r TAPCON VVLXJL)3L;KEVV IMIALLAIRJri RVIM; i.mahnfoh a mWnwm5fir edge distance, 1'end clislanope, & 1*0.c.sPochg of wood screws to prevent the splitting of wood. TYP. SILL STRIKE JAMB LATCH A DEADBOLT DETAIL HINGE DETAIL I- N.T.S. BY. DWS d W.. LFS Im 0- a FL-8871.6 ET JL or —LL s.Br lw ESHOID 1NRESNOLD THRESHOID t Ea8 adry IWa 2 Yxwinp odJuslalilo hnvr6ip setlo usl 4sr L THRESHOLD alswinp coostol 5.IS R• 1 5 RES OLD oulsw4 p stmxlad SWIN TIDE 20 Spocg r r s.BT 6 RESN LD bxwhq MAX. DESIGN PRESSURE 4.56' COILE.AOASIDE lo r— I I-T T 22 OHTSWING SIDEUTE SP m NOW, v ± 0 may` 6s ogo o gz nag 1 gEm 9a3c° om .2IL dV 7 V e r d It.{ Z I a 7/16 GLASS' o c n n BIIE 25 GLASS 7/16'GLASS o I/2' GLASS 3/4' THK. SITE 1 /2" THK. BITE GLASS IffIEMP. GLASS > > nmufN ft 1/B'TEMP AIRSPACE I/8'IEMP. n m o- f N AIR SPACE 1IW TEMP. AIR SPACE 1/WTEMP. 1/8'IEMP. —05 22 01 SWIGGLE GLAZING .25'STEEL MuL N.T.S. SWIGGLE GLAZING 24 SPACER 24 INTERCEPT mm m. OWS424SPACER2623 SPACER a"c BY. LFS G t EING d G2 ICE' Ymloled ploul GS I/I Ehsuloled au FIL 8871.6 sxo 10 or jj lk N05 1 i Y• GJ =wn P ig o 0i `/ 11 iS .c z r. Y o xz{ E § " u s° s a90xEEi 3 u z s 4y m o G m o n 0 0 N e N BB z NC w aaa arc» nNp NOTE: WOOD DOOR COMPONENTS: PINE (SG >= 0.42( nN•-Z i u W: 5 22 08 = WA L N.T.S. u DINS m' anL ft LFS ; DRUM LID.[ 0 FL-8871.E °o San 1L --LL o BILL OF MATERIALS ITEM DESCRIPTION MATERIAL ITEM DESCRIPTION MATERIAL A 1X BUCK SG >= 0.55 WOOD 40 SMOOTH STAR DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS B 2X BUCK SG >= 0.55 WOOD 41 DOOR SKIN 0.077 THK. SMOOTH STAR F = 6,000 PSI MIN. FIBERGLASS C MAX. 1/4"SHIM SPACE WOOD 42 TOP RAIL SMOOTH STAR) COMP. D I/d' % 2-3/4"PFH ELCO CONCRETE SCREW STEEL 43 LOCK STILE SMOOTH STAR WOOD/LVL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI301ORHOLLOWBLOCKCONFORMINGTOAS1MC90 CONCRETE 44 HINGE STILE SMOOTH STAR WOOD 45 BOTTOM RAIL SMOOTH STAR COMP. f I/4" X 2.3/d' PFN I1W CONCRETE SCREW STEEL 46 PANEL REINFORCEMENT 0.023' 1HK. SMOOTH STAR STEEL H 3/16" X 3-I /4' PFH IIW CONCRETE SCREW STEEL 47 FOAM CORE POLYURETHANE I I/4" X 2-)/4' PFH ITW CONCRETE SCREW STEEL 48 SIDELITE SKIN SMOOTH STAR FIBERGLASS J I/4" X 3-3/4"PFH IIW CONCRETE SCREW STEEL 49 LIIE FRAME SMOOTH STAR PVC K 1/d' X I-3/4' PFH I1W CONCRETE SCREW STEEL 57 FOAM CORE POLYURETHANE l q 10 X 2-I/7' PFH WOOD SCREW 1.15' MIN. EMBEDMENT STEEL SB SIDEITE SKIN CLASSIC CRAFT) FIBERGLASS M 09 X 2-1/7 PFH WOOD SCREW STEEL 60 FIBER CLASSIC DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS N 2X MUL Florida Building Code Online Page 1 of 3 I f i +w ,.Ir :L r, 4s •Y_Irr s•I:L' SOS Home lap in I User Registration Mot Topic Submit Surcharge Stats & facts i Publications PBC Stall SOS Site Map Links Searchrj i d a bp Product Approval jp M° USER: Public User t+ gaa Product Approval Menu > Product or Apoli[atlon Search > Aonlication LBt > Application Detail FL 8 FL15332-R4 y- w- Application Type Revision Code Version 2017 Application Status Approved Comments I Archived O Product Manufacturer MI Windows and Doors Address/ Phone/Email 6S0 West Market Street Gratz, PA 17030 717) 365-3300 Ext2S60 bsitlingef@miwd. com Authorized Signature Brent Sitlinger bsitlinger@miwd. com Technical Representative i Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida RegisteredrArchitect or a Licensed Florida Professional Engineer CJ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE C Validation Checklist - Hardcopy Received Certificate of Independence FL15332 R4 COI FLCOI.odf Referenced Standard and Year (of Standard) Standard Year AAMA/ WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https:// www. floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8 5 72gvd Wld... 2/ 1 /2018 Florida Building Code Online Page 2 of 3 Date Submitted 08/11/2017 Date Validated 08/13/2017 Date Pending FBC Approval 08/15/2017 Date Approved 10/10/2017 Summary of Products FL # 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 HVH2: No FLIS332 R4 II 08-OOSOOE.odf Approved for use outside HVH2: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R4' AE S10807D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGO OX, XO, XX 96"x8O" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVH2: No FLIS332 R4 II Oa-00498E.odf Approved for use outside HVH2: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE 51080SD.odf 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 HVH2: No FLIS332 R4 II 08-02248C.odf Approved for use outside HVH2: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R4 AE S12968C.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 HVH2: No FLIS332 R4 II 08-02249C.odf Approved for use outside HVH2: Yes Verified By: Luis Roberto Lomas 62S14 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation*Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE 512969C.odf 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 HVH2: No FL15332 R4 II 08-022SOC.odf Approved for use outside HVH2: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R4 AE S12970C.odf 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 HVH2: No FL15332 R4 tI 08-00499E.odf Approved for use outside HVH2: Yes Verifed By: Luis Roberto Lomas 62S14 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure, N/A Evaluation Reports Other, REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R4 AE S1080613.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVH2: No FLIS332 R4 II 08-00501E.odf Approved for use outside HVH2: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports https://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWId... 2/ 1/2018 Florida Building Code Online i Page 3 of 3 Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLI S332 R4 AE 510808D.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 HVH2: No FL1S332 R4 II 08-00S02E.odf Approved for use outside HVH2: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R4 AE 510809D.odf PRESSURE RATINGS Created by Independent Third Party: Yes 1S332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143"x96" Limits of Use Installation Instructions Approved for use in HVH2: No FLIS332 R4 it 08-OOS03E.odf Approved for use outside HVH2: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL1S332 R4 AE 510810D.odf PRESSURE RATINGS Created by Independent Third Party: Yes Fladt Nast Contact US :: 2601 Blair Atone Road TAllahaSSee FL 32399 Phone: aS0-467.1924 The State of Florida is an AA/EEO employer. Ceevrieht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. It you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact SS0.487.139S. "Pursuant to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an ema8 address It they have one. The emails provided may be used for official communication with the licensee. No.ever emaa addresses are public record. It you do not wish to suppN a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 4SS, F.S., please dick here . Product Approval Accepts: PME-900.-~ E j Crr3di;'Ca d: safe'. https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8 5 72gvdWId... 2/ 1 /2018 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMIRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY CLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/.;16. OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4•. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #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 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12.FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A WOOD - MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE = MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER): D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 .048• THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. X0, XX, XP, PX, XIP, PIX I TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS I REV I DESCRWMDN I DART I AGVRDJED A ADDED FLANGE AND FIN INSTALLATKIN 12/10/13 R.L. rB REVISED INSTALLATION DETAILS 08/03/15 R.L. I G REVISED WS7AUA71ON DETAILS 06/21/17 R.L. ' SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 0%11111111// 5 R t D4f/i GRATZ. PA 17030 GENSe -iP t= SERIES 420 SGD REINFORCED WITHOUT ADAPTER*•' 96" X 96" rfjaNOTES RATPOF, S4, F•'c( ORIOP• t ` DRAW* DR'0 ND. RO/ V. 08- 022249 C Luis R. Lomos P.E. FL No.: 62514 Lc as NTS 10/30/13 41 OF 10 L ROBERTO LOU4S P.E. Im WOODFORD RD LEWISVILLE. AC 2TDY3 434•6894 09 rYanasd*bma".am i I FF HE 6' MAX _ 96' MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART /3 FOR NUMBER OF LOCATIONS REQUIRED 17' MAX D.C. II 6' MAX 17' MAX O.C. 16' T- LAX AME IGHT 6' MAX 6' MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING f35.0PSF NONE SEE CHARTS 86 AND 82 FOR OTHER UNITS RATINGS NOTES: I. MAXIMUM PANEL SIZE: 48 1&'x 95- 2. MAXIMUM D.L.O.: 44 5/8'x 90 518' HARDWARE SCHEDULE FIAT MDUNTED HANDLE SET (99.04-145) AT 38 314' ON CENTER FROM PANEL BOTTOM METALLIC TANDEM ROLLERS (99-17.195) AT EACH END OF PANEL BOTTOM RAILS JMNUM 8053-TB REINFORCEMENT (BOB) AT ALL PANEL INTERLOCKS RE40" DESCRIPIWN CATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED MSTALLAT)ON DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. CHART/I WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. CFF ANITF O CNFFT I Design pressure chart From Single Panel and Told Frame VRdlh (if) Height 1.) 30.0 6D.DD 36.0 7I.o0 4:.0 too 48.0 96.00 Pos Nep Poa Nev Pos Meg Poa Nev 84.0 40.0 58.4 40.0 50.9 40.0 45.7 40.0 42.0 80.0 40.0 55.2 40.0 48.0 40.0 43.0 39.4 39.4 92.0 40.0 52.4 40.0 45.4 40.0 40.8 J7.1 37.1 96.0 40.0 1 49.8 1 40.0 43.1 30.4 38A 35.0 35.0 CHART 82 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET Design pressure chart (pso Frans Single Panel Bid Total Frame VWdlh (in) Hemet in) 30.0 60.00 3s0 72.00 42.0 84.00 48.0 98.00 Pos Nsp Pas Nog Poe Nov 84.0 58.4 58.4 45.7 45.7 42.0 42.0 88.0 55.2 55.2 S4.143.1 43.0 43.0 39.4 39.4 82.0 52A 52.4 40.5 40.6 37.1 37.1 96.0 49.B 49.8 38.4 38.4 1 35.0 135.0 CHART OJ Number o/ anchor locations required From Single Panel and Told Frame VVdlh (i+) Height Oft) 30.0 60.0 36.0 12.0 42.0 04.0 48.0 06.0 H&S Jamb H&S Jamb H&S Jamb Has Jamb 84.0 6 S 6 6 6 6 6 88.0 4 6 S 8 6 8 6 6 92.0 4 6 5 6 6 6 6 6 06.0 6 5 8 6 6 6 B SIGNED: 0612112017 MI AND DLLC OSTORSIREET 650DWE9SMARKETft. t o j'/1/'/i GRATZ. PA 17030 N S,•• GENSF,giP i SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x sfi^ co7.` 11DELEVATIONTATOFwZO DRA1Rt PRO NO. UB C 1! 1iIIIAII1 0, suENTSDATE10/30/13 -29 OF 10 LROBERTOLOa1ASP. E. I432 WOODFORD RD LEW/SVALE. A4; 27023 Luis R. Lomas P.E. FL NO.: 62514 INBB9-0609 rrMus®eibnwspa.orm fr FIR HE 96' MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART 04 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX — 1 r 17 MAX O.C. 6' MAX 17' MAX O.C. 6- T_ 4X ME GHT 6' MAX 6' MAX 1 2) ANCHORS PER LOCATION SERIES 420 SGD REINFORCED WITHOUT ADAPTER AT SILL EXTERIOR VIEW SEE CHART /4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACTRATING REQUIRED t35.0PSF NONE SEE CHARTS I AND 12 SHEET 2 FOR OTHER UNITS RATINGS HARDWARE SCHEDULE FLAT MOUNTED HANDLE SET (99-04.146) AT 38 314' ON CENTER FROM PANEL BO METALLIC TANDEM ROLLERS (99-17.195) AT EACH END OF PANEL BOTTOM RAILS JMINUM 6063-T8 REINFORCEMENT (Us) AT ALL PANEL INTERLOCKS REVISIM ., REV DLSCRi11DN DATE APPRDV[D A ADDED TIANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS OB/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 1 R.L. NOTES. 1. MAXIMUM PANEL SIZE: 48 112'x 95' 2. MAXIMUM D.LO.: 44 S8'x 905AT' CHART 14 Number of anchor locations required SkVIa Panel and Tolal UWI NMIh (n) Rame H*hl in) 30.0 60.0 38.0 72.0 42.0 84.0 48.0 96.0 H&S Jamb H6S Jamb H&S Jamb H6S Jsmb 4.0 4 6 5 B 6 6 6 6 88.0 4 6 5 6 6 6 5 6 PLO 4 6 5 a 8 B 6 a 88.0 4 B 5 a 8 B 6 5 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96, X 96" FIN ELEVATION V.L. - 08-02249 STALE NTS I DAE 10/30/13 `3 OF 10 L ROSERTO LOAAA.S P.E. 1432 HDODFORD RD LEWiSVILLE AIC 2=3 434.6814" ,asmas®slamsrp.oam SIGNED: 0612112017 I I1I 0j/,,/ C,ENS 9,1, TAX OF ' W oss NA j1E G``\` III Luis R. Lomas P.E. FL No.: 62514 REVISDNS ' 1/2' MIN. REV DESCRI MM Wl[ APPROVED EDGE DISTANCE A ADDED FLANCE AND nN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. 1 3/8• MIN. C REVISED INSTAlUTX1N DETAILS 06/21/17 R.L. WOOD FRAMING OR 2% BUCK EMBEDMENT I BY OTHERS 1/4• MAX. SHIM 110 WOOD SPACE 1 3/8' MIN. 1/4" MAX. SCREW EMBEDMENT I r SHIM SPACE INTERIOR 1/2' MIN.VIPEDGEDISTANCE III F— EXTERIOA Jill II II INTERIOR 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS SILL TO BE SET IN A BED OF APPROVED SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1 3/8" MIN. EMBEDMENT 1/2" MIN. EDGE DISTANCE SIGNED: 06/21/2017 VERTwooDFRAIMINGOAA2OSS ImI WINBUCKINSTAIONLLAroN650D1OWSEST M RDEDOOREETLLCRS \51RIli',',, GRATZ. PA 17030 G E N SF 9,P SERIES 420 SGD REINFORCED WITHOUT ADAPTER vt:' r142ATFRAMEINSTALLATIONDETAILSA OF , - NONTERIORANDEXTERIORFINISHES,BYOTHERS,` Rfl' iOicSI. 08—Orc2E249 C i s ONANOTSHOWNFORCLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE w1E5`41NTS 10/30/13 4 OF 10 j1E DESIGNED IN ACCORDANCE WITHASTM E2112 LROBERTOLOAMSRE, Luis R. Lomas P.E. 1432 WOODFORD RDLEMSVILLE. AC 27D29 4J4-688.0609 dbm td*bnwspe.romAIL fL No.: 62514 METAL STRUCTURE BY OTHERS 1/2" MIN. I EDGE DISTANCE 1/4' MAX. r SHIM SPACE REVISIONS ocsrn nal ate vvnoveo ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS D8/03/15 R.L. REVISED INSTALLATION DETAILS D5/21/17 R.L r 1/4* MAX. SHIM SPACE B10 SMS OR SELF DRILLING T- INTERIOR SCREW 1/2• MIN. EDGE DISTANCE EXTERIOR INTERIOR DSILLTOBESETIN10SMSOR A BED OF APPROVED SEALANT SELF DRILLING SCREWS 110 SMS OR METAL SELF DRILLING SCREW STRUCTURE EXTERIORBYOTHERS METAL STRUCTURE JAMB INSTALLATION DETAIL BY OTHERS METAL STRUCTURE INSTALLATION 1/2• MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SIGNED: 0612112017 Ml WINDOWSAND LLC I lL0? / 650WEST WSTREET GRATZ. PA 17030 11It * 9J,% GENSSERIES 420 SO REINFORCED WITHOUT ADAPTER ro D,,812 • + 96" X 96" FRAME INSTALLATION DETAILS ZIA , TAT OF rv NOTES: onaww awo w. rm O i` • '[ O RIOP • EXTERIOR FINISHES. BY OTHERS, SS ' I. INTERIOR AND T SHOWN FOR CLARITY. V. L. 08-02249 C l N 7i7jliNA2PERIMETERANDJOINTSEALANTBYOTHERSTOBENTSa 10/30/ 13 w 5 OF 10 j1 DESIGNED IN ACCORDANCE WITH ASTM E2112 L.RoeERTDLausv.E Luis R. Lomas P.E. 14MWO"ORD RD LE WLSV+ LE. NC 2hV3 FL No.: 62514 u.rse.rrsoy mms sa"sps.ow" 1 1/2' MIN 1• MIN. SEPARATION EDGE DISTANCE r e 1 -1/4• MIN. EMBEDMENT CONCRETE/ MASONRY BY OTHERS 1/4• MAX' SHIM SPACE OPTIONAL J 1X BUCK TO BE PROPERLY ro SECURED SEE NOTE 3 SHEET 1 3/16' TAPCON 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR II II II II INTERIOR rSILL TO BE SET IN A BED OF APPROVED SEALANT 4. 1 1/4• MIN. a•', EMBEDMENT a 2 7/8• MIN _ 1• MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEIMASONRY INSTALLATION RLMSgIK DESCIdP110N DAZE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/I5 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 1/4• MIN. EMBEDMENT A 1/4' MAX. SHIM SPACE MIN. INTERIOR EDGE DISTANCE e v MI N DSEPARATION 3/16- TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL CONCRETFJMASONRY INSTALLATION OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS TM E2112 SIGNED: 0612112017 MI DOOREETRS LLC 11L o% ssoWINDOWS MAWEST CRATZ, PA 17030 5 Vt i 4 9,p% GENS SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" EFRAMEINSTALLATIONDETAILSOO•• TAT OFty oRA owc No. 08-02249 RLv C S/ONAsnitRA1ENTS10/30/13 6 OF 10 11 LRMRTOLOL/ASP.E. Idw WOODFORORD LEWISVMLE, NC 27023 LYIS R. Lomas P.E. 04-MVM rgffA9@*bMwps.oam FL No.: 62514 1/2• MIN. r EDGE DISTANCE WOOD FRAMING I 1 3/8- MIN. OR 21 BUCK EMBEDMENT BY OTHERS 1 /4" MAX. SHIM SPACE I10 WOOD SCREWS EXTERIOR LL U W J INTERIOR D BE SET IN 1 OF NED SEALANT 010 WOOD SCREW WOOD FRAMING OR 2X BUCN BY OTHERS MIN. VENT 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 1 3/8• MIN. EMBEDMENT 1/2' MIN. EDGE DISTANCE I10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS wtvalolls DESCRrInow DATE A/ nMW ADDED FLANGE AND FIN INSTALLATION 12/1D/13 R.L. REVISED INSTALLATION DETAILS 08/D3/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. 1/4' MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 0612112017 MI M RDE DOOREETRS LLC1R 11L0,,/ 650WINDOWSEST GRATZ• PA 17030 GENs + SERIES 420 SCD REINFORCED WITHOUT ADAPTER pV0y81261A •+tom 96" X 96" yyyyl,((rrE,LaFr — FLANGE INSTALLATION DETAILS o , TAT OFL i'nF • L • owAwrh we 110. OB wCEv p RIOf; IWI11111N0 G``` sruc NTS D"'M 10/30/13 smr'79 OF 10 L•ROBERFOL°MASP.E• 1432 WOODFORD RD LEWISVILLE, NC 2M3 43 408-O o9 iAwnAt@* n ftwcwn Luis R. Lomas P.E. FL No.: 62514 1/2' MIN. EDGE DISTANCE METAL STRUCTURE BY OTHERS EXTERIOR 11D SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/4• MAX. SHIM SPACE 110 SMS OR SELF DRILLING SCREW INTERIOR L TO BE SET IN BED OF PROVED SEALANT L 1/2• MIN. EDGE DISTANL I1 TO SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS A• \IAV DESCRIPTION DATE APPROdD ADDED FIANCE AND FlN INSTALLATION 12/ID/13 R.L. REVISED INSTALLATION DETAILS DO/D3/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION SIGNED: 0612112017 METAL STRUCTURE INSTALLATION MI DOOREETRS LLCesoWINDOWSESTMRDE E1 o ,9 ,iCRATZ. PA 17030 G NSA tp SERIES 420 SGD REINFORCED WITHOUT ADAPTER o, ByS •+ 96" X v; o'pqa 71OFLANGEINSTALLATION DETAILS p • STATE OF , ty NOTES: ORWR o9c No. RLv OF•;°1011M 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, V.L. 08-02249 C 2PERSHOWNETERAND JOINT SEALANT BYOTHERS TOBE ANTS I DAR 10/30/13 "05 OF I DESIGNED IN ACCORDANCE WITH ASTM E2112 LR09ERTOLOMASAE Luis R. Lomas P.E. Ira? NDOOFORDRDLEN7SVILLE, NC 27023 131.60- OW9 AvnusdiMiasps.mm FL No.: 62514 1 1/2' MIN. 1' MIN. REv DESCRIPTION DATE APPROVED SEPARATION EDGE DISTANCE A ADDED FIANCE AND FIN INSTALLATION 12/10/13 R.L. 0 REVISED INSTALLATION DETAILS 08/03/15 R.L. e • • C REVISED INSTALLATION DETAILS 05/21/17 R.L. 1/4' MIN. ye• . ' e; . EMBEDMENT 1 1/4' MIN. CONCRETE/ EMBEDMENT MASONRY 1 1/4• MAX BY OTHERS / SHIM SPACE OPTIONAL J 1/4" MAX. 1X BUCK SHIM SPACEITOBE1 o r INTERIOR PROPERLY MIN. SECURED EDCE SEE NOTE 3 DISTANCE SHEET 1 d 3/16' TAPCON EXTERIOR INTERIOR MIN. SEPARATION SILL TO BE SET IN EXTERIORABEDOF3/16- TAPCON APPROVED SEALANT 3/ 16' TAPCON CONCRETE/MASONRY JAMB INSTALLATION DETAIL BY OTHERS CONCRET&MASONRYINSTALLATION MASONRY/ OPTIONAL 1X BUCK CONCRETE TO BE PROPERLY BY OTHERS SECURED SEE NOTE 3 SHEET 1 NOTES: e• . • '• 1. INTERIOR AND E)rrER10R FINISHES, BY OTHERS, A. 1 1 /4' MIN. NOT SHOWN FOR CLARITY. e'• y EMBEDMENT Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE e : e ; DESIGNED IN ACCORDANCE WITH ASTM E2112 e SIGNED: 0612112017 MI WINDOWS AND ODORS LLC MIN.r 650 WEST MARKET STREET 17030 01IIIIIII/I/, EDGE DISTANCESEPARATON DISTANCE GRATZ, PA VERTICAL CROSS SECTION SERIES 420 SGD REINFORCED WITHOUT ADAPTER •' CONCRETEANSONRYINSTALLATON 96" X 96" FLANGE INSTALLATION DETAILS TOA 0, Ev %F:LOARRCS,DRArD1Ef scaNTS 10/30/13 E9 OF 10 NtT 1IOo08—o2z49L. RMRTO LOWAS P.E. Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILE, NC 27M FL No.: 62514 4344664600AwnR5@/bm weft' m WOOD FRAMING BY OTHERS 1 1/4- MIN. EMBEDMENT APPROVED - SEALANT BEHIND FIN JB WOOD SCREW APPROVED SEALANT BEHIND FIN IIIB WOOD SCREW 7/16• MIN EDGE DISTANCE EXTERIOR 1/4• MAX I SHIM SPACE 7/16• MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4' MIN. EMBEDMENT WOOD FRAMING BY OTHERS INTERIOR TRIM 1/4' MAX. SHIM SPACE 1 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4.1 REVmonS OKI VA,E APPROM A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 00/21/17 R.L. 1 5/8• MIN. EDGE DIST. 1- TRIM ° 1 1/4' MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED 11 I 3/16' EXTERIOR J - PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRWOCCNCRETE 1/2, MIN. METAL STRUCTURE 1/2- MIN. EDGE BY OTHERS rDISTANCE EDGE DISTANCE TRIM INTERIOR 1 3/8' MIN. EMBEDMENT HOOK STRIP -` I I HOOK STRIP 1 10 SELF DRILLING SCREW 010 WOOD PANEL i SCREW EXTERIOR INTERLOCK EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE HOOK STRIP INSTALLATION SIGNED: 06/2112017 2X BUCKIWOOD FRAMING MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 111111III,,/ 5 R Low// 9U, GRATZ, PA 17030 GENS SERIES 420 SGD REINFORCED WITHOUT ADAPTER o,,B126 96" X 96" tv NAILFIN & HOOK IMSTALLATION DETAILS S TATE OF TES., DRWW M NO, o0. AANDEXTERK)RFINISHES,BYOTHERS, OB C WN FOR CLARITY. 2.PERNOTSIMETERAND JOINT SEALANT BYOTHERS TOBE Seise NTS n 10/30/13 S1w10 OF 10 DESIGNED IN ACCORDANCE WITH ASTM E2112 L. ROBERTO LOMAS P.E. Luis R. Lomas P.E. I4M WOODFORDRDLEWISVILLE, AC 27M FL No.: 62514 Ur6l1-0609Awnlbmaspe.awn AIL Florida Building Code Online Page 1 of 6 SCIS Moore I Lop In I User Registration Hot Topic I Submit Surcharge I Stab A.facts ; Publications I FBC Stall I 8CIS Site Map I Links ( Search j Ft 7dal Product Approval L+l e'y USER: Public User Product Aooroval Menu > Product or Aoolicatlon Searen > Aoolication List > Application Detall FL # FUS279-RS Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory reapply 11/28/17 E3 Clopay Building Products Company 8S8S Duke Blvd. Mason, OH 45040 S13) 770-6062 mwesterf'ield@dopay.com Scott Hamilton shamilton@clopay.com Exterior Doors Sectional Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA, Inc. Validated By Gary Pfuehler U Validation Checklist - Hardcopy Received. Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 11S 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Florida licensed Professional Engineer or Architect F t S279 RS Eauiv 20170809 - FBC - DASMA 109 eouiv.odf FLIS279 R5 Eauiv 20170809 - FBC - DASMA 11S eouiv.odf Method 1 Option A 08/10/2017 11/29/2017 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv"JyVVKJZ 1 Q... 2/1 /2018 Florida Building Code Online Page 2 of 6 0 Date Pending FBC Approval Date Approved 12/0S/2017 Summary of Products fPod Go to Page I I a 0 0 Pace l/8® Q 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.; 20S1, 2OS3, 4050, 40S1, 4053, 62, interior skin 29 ga. min.) Single -Car (up to 9'0" wide) 64, 65, 62G, 62LG, 64G, SDP38, WINDCOOE® W3 Garage Door SFL38, SRP38, 134, 13S, 136, 6130, 6131, 6133 Limits of Use Certification Agency Certificate Approved for use in HVH2: No Approved for use outside HV.HX: Yes FL15279 RS C CAC Letter with oroof of contract and oroof of insoection.odf Impact Resistant, N/A FLIS279 R5 C CAC W3 Listing Intertek.odf Design Pressure: +20 PSF/-20 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FLIS279 RS If 101655-Revl2.odf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.2 002 W3-09 DSIE-1A471: GO1SP, Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated GR1SP, GD1LP, GR1LP, AR1SP, EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) AR1LP, ED1SP, ED1LP, 4132, 2132, Single -Car (up to 9'0" wide) WINDCODE40 W3 Garage Door 6132, SFC38, MFC38 Limits of Use Certification Agency Certificate Approved for use in HVH2: No FLIS279 R5 C CAC Letter with oroof of contract and oroof of insoection.odfApprovedforuseoutsideHVH2:: Yes Impact Resistant: N/A FL15279 RS C CAC W3 Listing 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 FLIS279 RS tI 103952-RevOl.odf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.3 003 W3-09 DSIU-1A171: 9130, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9131, 9133, HDP13, HDPF13, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDPL13, 7130, 7131, 7133, 8130, WINDCODE40 W3 Garage Door 8131, 8133 Limits of Use Certification Agency Certificate Approved for use in HVH2: No FL15279 RS C CAC Letter with oroof of contract and oroof of insoection.odfApprovedforuseoutsideHVH2:: Yes Impact Resistant: N/A FLIS279 RS C CAC W3 Listino Intertek.odf Design Pressure: +20 PSF/-20 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product OS/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FLIS279 RS 11 104175-RevOl.odf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.4 004 W3-16 DSIE-IA171: 2050, 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; 2051, 2OS3, 40SO, 4051, 4053, 62, interior skin 29 ga. min.) Double -Car (9'2" to 16'0" wide) 64, 6S, 62G, 62LG, 64G, SDP38, WINDCODE® W3 Garage Door SFL38, SRP38, 134. 135, 136, 6130, 6131, 6133 Limits of Use Certification Agency Certificate Approved for use in HVH2: No FLIS279 R5 C CAC Letter with oroof of contract and oroof of insoection.odfApprovedforuseoutsideHVHz: Yes Impact Resistant: N/A FLiS279 R5 C CAC W3 Listino Intertek.odf Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FLiS279 RS II 101820-Revi3.odf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by independent Third Party: 15279.S https://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 2/1 /2018 Florida Building Code Online Page 3 of 6 005 W3-16 DSIE-1A471: GO1SP, I Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated GRiSP, GDiLP, GR1LP, AR1SP, EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) AR1LP, ED1SP, ED1LP, 4132, 2132, Double -Car (9'2' up to 16'0' wide) WINDCODE® W3 Garage 6132, SFC38, MFC38 I Door Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). 15279.6 006 W3-16 DSIU-1A171:9130, 9131, 9133, HDP13, HDPF13, HDPL13, 7130, 7131, 7133, 8130, 8131, 8133 Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). 15279.7 1007 W3-16 PAN-21F153: 73, 1S00, 75, 190, 84A, 94, 42, 48, 55, 42B, 48B, 55S, 4RST, 6RST, 4RSF, 6RSF Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). 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 HVH2: No Approved for use outside HVH2: 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 FLIS279 RS C CAC Letter with proof of contract and proof ofinsoection.odf FLIS279 RS C CAC W3 Listino intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 RS 11 104028-RevOl.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2' to 16'0' wide) WINDCODE® W3 Garage Door Certification Agency Certificate FL1S279 RS C CAC Letter with oroof of contract and oroof of insoection.odf FL1S279 RS C CAC W3 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 RS iI 104168-RevOl.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 25 ga.) Double -Car (9'2' to 16'0' wide) WINDCODE® W3 Garage Door Certification Agency Certificate FLIS279 RS C CAC Letter with proof of contract and proof of insoection.odf FL1S279 RS C CAC W3 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 RS II 101308-Revl2.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports + Created by Independent Third Party: 2" Double -skin Insulated EPS (exterior skin '27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0' wide) WINDCODE® W4 Garage Door Certification Agency Certificate FLIS279 RS C CAC Letter with proof of contract and oroof of inspection.odf FLiS279 RS C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions FLIS279 R5 II 101652-8-Revll.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.9 009 W4-09 OSIE-IF471: GD2SP, Gallery/Artistry/Expressions: 2• Double -skin Insulated EPS GR2SP, GD2LP, GR2LP, AR2SP, (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single. AR2LP, ED2SP, ED2LP, 4302, Car (up to 9'0' wide) WINDCOOE® W4 Garage Door HDGC, 6202, SFC68, MFC68 Limits of Use Certification Agency Certificate Approved for use in HVH2: No FLIS279 RS C CAC Letter with oroof of contract and oroof Approved for use outside HVH2: Yes of insoection.odf Impact Resistant: No FLIS279 RS C CAC W4 Listing Intertek.odf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product OS/21/2028 meets the wind load requirements of the building code but Installation Instructions FLIS279 RS ii 103969-B-RevO2.odf https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 Q... 2/l/2018 Florida Building Code Online Page 4 of 6 DOES NOT meet the impact resistant requirement for Verified By: Intertek Testing Services NA, Inc. windborne debris regions. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.10 010 W4-09 DSIU-1F171: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9201, 9203, HDP20, HDPF20, interior skin 27 ga. min.) Single -Car (up to 9'0' wide) HDPL20, 7200, 7201, 7203, 8200, WINDCODE® W4 Garage Door 8201,8203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant, N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.11 011 W4-09 DSIUO-1K479: Canyon Ridge/Brookstone Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 RS C CAC Letter with proof of contract and proof of Insoection.odf FLIS279 RS C CAC W4 Listing intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 RS II 104183-RevOl.odf• Verified By: intertek Testing'Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double Skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Single -Car (up to 9'0' wide) WINDCODE® W4 Garage Door Certification Agency Certificate FLIS279 RS C CAC Letter with oroof of contract and oroof of insoection.odf FLIS279 R5 C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 RS 11 104456-RevOl.odf 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-2F1S1: 73, 1S00, Steel Pan (min. 2S ga.) Single -Car (up to 9'0' wide) 75, 190, 84A, 94, 76, 42, 48, SS, WINDCODE® W4 Garage Door 42B, 488, SSS, 4RST, 6RST, 4RSF, 6RSF, 2RST, GOSS, GOSSV, GRSS, GRSSV, ARSS, ARSSV, EDSS, EDSSV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25 PSF/-32 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.13 013 W4-09 PAN-2F441: G4S, GS4, G4L, GL4, GD4S, GD4L, GR4S, GR4L, G4SV, GS4V, G4LV, GL4V, GD4SV, GD4LV, GR4SV, GR4LV, E4S, E4L, ED4S, ED4L, E4SV, E4LV, EDSSV, ED4LV, SS4, SL4, AR4S, AR4L, SS4V„ SL4V, ARASV, AR4LV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25 PSF/-32 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Certification Agency Certificate FuS279 RS C CAC Letter with proof of contract and proof of insoection.odf FLIS279 RS C CAC W4 Listinh intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 RS II 3001S9-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) WINDCODE® W4 Garage Door Certification Agency Certificate FL15279 RS C CAC Letter with proof of contract and proof of insoection.odf FLIS279 RS C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 RS Ii 103486-B-Rev08.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: iS279.14 014 W4-09 SPO-2F449: Grand Steel Pan (min. 24 ga.) with Overlay Single -Car (up to Harbor, Stone Manor 9'0'wide) WINDCODE® W4 Garage Door i https://www.floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgv3 yVVKJZ 1 Q... 2/ 1 /2018 Florida Building Code Online Page 5 of 6 Limits of Use Approved for use in HVHz: No Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-32 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 1S279.15 015 W4-16 DSIE-1F171: 4300, 4301, 4310, 4400, 4401, HOG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: +25.S PSF/-2S.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 1S279.16 016 W4-16 OSIE-1F471: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, ED2SP, ED2LP, 4302, HOGC, 6202, SFC68, MFC68 Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: 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 windbome debris regions. 1S279.17 017 W4-16 DSIEO-1F479: Coachman/Settlers/Affinity Limits of Use Approved for use in HVH2:: No Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). 15279.18 018 W4-16 DSIU-11`171: 9200, 9201, 9203, HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 8201, 8203 Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes. Impact Resistant: N/A Design Pressure: +25.5 PSF/-25.5 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL1S279 RS C CAC Letter with proof of contract and proof of insoection.odf FL15279 RS C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL1S279 RS II 103S49-RevO6.odf Verified By: Intertek Testing Services NA, Inc. Created by independent Third Party: Evaluation Reports Created by independent Third Party: 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2' to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL1S279 RS C CAC Letter with proof of contract and oroof of insoection.odf . FLIS279 RS C CAC W4 Listino lntertek.odf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions FLIS279 RS I1 101481-13-Revl3.ndf Verified By: Intertek Testing Services NA, Inc. Created by independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 2' Double -skin Insulated EPS exterior skin 27 ga. min.; interior skin 27 ga. min.) Double - Car (9'2' up to 16'0' wide) WINDCODE® W4 Garage Door Certification Agency Certificate FLIS279 RS C CAC Letter with proof of contract and proof of insoection.odf FL1S279 RS C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions FLIS279 R5 II 104029-8-RevO3.odf Verified By: Intertek Testing Services NA, Inc. Created by independent Third Party: Evaluation Reports Created by Independent Third Party: Double Skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Double -Car (up to 16'0' wide) WINDCODE® W4 Garage Door Certification Agency Certificate FLIS279 RS C CAC Letter with proof of contract and proof of insoection.odf FL1S279 RS C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 RS II 103046-RevO7.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE40 W4 Garage Door Certification Agency Certificate FL1S279 RS C CAC Letter with proof of contract and proof ofinsoection.odf FLIS279 RS C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date OS/21/2028 Installation Instructions FLIS279 RS II 104169-Rev0l.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: https://www.floridabuilding.org/pr/pr_app_dtl.aspx?pararn=wGEVXQwtDgv-IyVVKJZ1 Q... 2/1/2018 Florida Building Code Online Page 6 of 6 15279.19 I019 W4-16 DSIUO-IK479: Canyon Ridge/Brookstone Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: +25.5 PSF/-25.5 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windbome debris regions (ref 1609.1.4 FBC). Double Skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Double -Car (9'2" to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FLIS279 _RS C CAC Letter with proof of contract and oroof FuS279 RS C CAC W4 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R5 II 1044S7-Rev02.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.20 020 W4-16 PAN-21`153: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0' wide) 7S, 190, 84A, 94, 42, 48, 5S, WINDCODE&W4 Garage Door 4RST, 6RST, 4RSF, 6RSF, GDSS, GD5SV, GRSS, GRSSV, AF ARSSV, EDSS, EDSSV Limits of Use Approved for use in HVH2: No Approved for use outside HVH2: Yes Impact Resistant: No Design Pressure: +24 PSF/-24.S PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. Certification Agency Certificate FLIS279 RS C CAC Letter with oroof of contract and proof ofinsoection.ndf FLIS279 R5 C CAC W4 Listing Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 RS II 101711-B-ReviS.odf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Go to Page Q Page 1/ 8 d d 6atlt Ne1rt Conran us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 8SO-487-1824 The State of Florida Is an AA/EEO employer. copyright 2007.2013 State of Florida.:: Privacy Statement:: Accessibility Statemenr :: Refund Statement Under Florida law, small addresses are public records. If you do not want your e-mail address released in response to a public-necortis 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 8S0.487.139S. "Pursuant to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The ernaiis 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 on be made available to the public. To determine If you are a licensee under Chapter 4SS, F.S., please dick hM.. Product Approval Accepts: MOM 0RER® Crefii CZr"dr Safe https://www.floridabuilding.orglprlpr_app_dtl.aspx?param=wGEVXQwtDgv'yVVKJZ 1 Q... 2/ 1 /2018 0 01111110 01111110 0 III-IIIII_I 1 I®i OIA.AQLAWfI! sew IRYMt iva mwWrAAe3m•1W4 YAIL SM.AQ NAnrWIOAV®•1W4 YAIL A1®•MIR r A1.. wromm. ra •• IKvlfatn y,8 Y.11• yL 1 Om JO.OLtl IRJ e 18Oi-Y. LodLTC A :rAr A 01M011f;g 11 \l" I": . 711 SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL 7A7 AND STANDARD CONSTRUCT DETAIL 'B TRACK AND JAMB DETAILS. I w" oul Ilnm Mel Famm SHEET 1 OF 2 OPTIONAL GLAZING MAY BE STANDARD OR IMPACT RESISTANT GLAZIM6. SEE SECTION 8-9 FOR DETAILS. MAX STANDARD SIZE IS 42-1/2'.16'. IMPACT RESISTANT GLAZING IS 21-5/8'.14-1/8'. d 1110--71 Yr VIV tC 1, lr si i iaaaa - 1 e a i> e • SHIP LAP JOINTS. - It DENSITY POLYSTYRENE FOAM INSUTATICH 1-6/18' m" WITH MMIL 1WRCELL BACKER (INSULATED MODELS ONLY) 25 GA. MIN. GAIN. STEEL SIGN WITH A BAKED -ON PRIMER. AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIM M mulmlOn 1K®lelu pe[ 4r10 elr r® 18® OO •.mr•r A 111 IIrOI lour OIQ s K •lln.•.elil Yur uR a wm-Iq A 1! mlelnn 1) DOOM WUR AI ..ul na r W, 0 .Gel r ommom or mt AAllm.r lu.L Afr q WiWr r m .nli-a Qsi%II ft. Mr/MM 10 YM U o.aA®O n . aweot mel I mYlll W OnC\ m onilo ul r] Is I•. m 4m1 1 AL. LL. A. m 1®n IV n• AV v t Clopay MPG: PAN-2F IIATE, 1/1/97 WLs1oImNL ° Building Products wiwN DUKEolM I'm I""r" "" ,MACAC On (313) 779-48W CHWu Im Nbm OerymmM Al 111016 R•• ,_& MWW ODUCIT APPROVAL 19270 SECTION A -A tMA-A (N 2 TALLALV. I GA. GALV. STEELMIN. YEAR 51RENGiH: SO KSI r THICK V = r 7/8' T 12 GA. GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED W/0) 14.5 8' SHEET METAL 14 Gil GALV. ROLLER 16NCE. TACH HORSE FASTENED TO END SLOES WITH (4) 014.5/8' SHEET METAL SCREWS AND (4) 1/4'0/4' SELF TAPPING SCREWS. SEE VIEW W. a\ TALL . 20 GA GALV. STEEL U-BARS ON A 2-1-2-1 PATTERN (LL TWO U-BARS ON BOTTOM SECTION. ONE U-BAR ON NEST SECTION). ETC.?. EACH U-BAR ATTACHED a PWITHER SME1/ 1/ . SELF TAPPONO SCREWS 17 G GALV. STEEL BOTTOM BRACKET. ATTACHED WITH (2) %14.8/8• SHEET METAL SCREWS. ALUMINUM EXTRUSION t VIWA WEADIERSTRIP. DESIGN LOADS: +24.0 PSF R -24.5 PSF TEST LOADS: +30.0 PSF N. -37.0 PSF Womm" NA" W4 i6'O'W . IB'O'H autmtm. CLASSIC AND CH RP STEEL PAN DOUBLE -CAR, 161V +24/-24.6 PSF BDavIM6 mxwb 101711 BC ICEX W Is run" TAnNAR HRnV lA® PAID. D SUMS Ismt m CA O G M ILMAJOW m' mr1t Hail ApS NMsv TMII/ M71rt• s Dlty IMPACT RESISTANT ASSEMBLY DETAILS( DRAWIND 1 SEMBLY A SECTION R-R fMMPACT-RESISTANT GLAZING OPTONI Kw r IOYLT smAM J YAIO aAMAAmpf. an "COS. on vim sou U na " Am m ID rays ww OM soars STANDARD ASSEMBLY DETAILS DRAWING 101711-B SECTION B-B (NON -IMPACT RESISTANT GLAZING OPTION( ROM Rae aM IIY. aww ON aAml a01ML Mort DPW non rwa s WsoM N T" Bova-lMlwtSAW rsoa Me aAaa MUM sar[ WE WANOL 0.3/r MM MfAO lair. CONSTRUCTI api on a I a AC A WIN ma.1RL aMOWL AGIIA s nAaMam 1r1R a uaw OP A-Hm4D 00 PLASM N A,00muct M" m UK nnsa Doc ASSOOLT talAllm N nutlAml pin as m mw Mln as no Umb Kasman OF M FLOM "Me am on NIDOAaaAL Mpi°axD Dw10O01 Mm am s Ov. avpm Y rw;ntc> SHEET 2 OF 2 1a— _ W SCIIDIIS a S1 Collai 1-1 OA 1ASStas RMUMM, UA Mab WT K OIs11O61sN ( Rol I®1YIm) m PW A ILlslIMtIt111M0RSRAQ. 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MAta1 d rMMAS w anm aft MOSOO sr sOOA MA1lAA 11O WI) M MLM PO[ AUG m G 1Rl ALLY. s1m DD 11A at ONY. nm Nmt all NOW / 16.1 {D LAO saMasyUM1/l' W SCROPWL W a ASM IRRLL GRr r01a1Om. \ MMt IAtIDm m sw Trrsmu (aiara nD ` Mn iaf MGM' sm r GAD. am WWS 1011M m It G O LT AmO MOM FAO( MIMt Is G 01LY. 0M. fwO1 waft IASnM m DD NSO MW N) l• Rol A! 1SMyr OW Lem swn NO cn a m6 1/.• A. oAOA /4 m1 IAWM scar!. r 1/ MwL sac nm on swAm rsr nm a mfim 1R llm. mMMWet omsM OF avs s RstoSMICTRAL nalm S"L K as T 1, M NOrawaa v lmam ran as piano an I SHOWY[ AmNAfOaaVRfs1INlama as aYDIA na women MLIMPaRDraOaILalrall" 1Nc1aLD 00. 1 nWEMURFIDD, PYL L /M4P.E t7Alt L 11313 RM' TRACK mmncURAT10N ABOVE T¢ DOOR OPENING DOES NOT AFFECT THE WAND LOAD RA11NG OF THIS DOOR omn AucMa + o a r LLL MMS AND UIDa 1) G aLv. 1ffi MO aMaD. 110m ArD rn1M LNR TOP BRAC(ET DOLBIE HWAONTAL iAAs10n 4j1r. t-e/r1 aaoo uo Mars. TRACK Y GLY. Wm TAAa. IG iacM AtAO@ asD' lmY 1S- 1/ r.1S G GLY, wen mAa aADm. 14) 1aAa Fen RL r u.O sum 00 ) Doan ova • MMi °=- MAW 11 17 G , aY. tan nA0 Ol1OaT. Mw R ojIr.Irmypm OA r can figm Dtr at fm CIOMPC: PAN-2F153 paySAID essa COKE BLw. 3/87 KSC ng Products NAwN, ON 4so4o m uC or (s13) 770-- m OMpry Oapndt- AS Bh14A RAArSAd MWW Iv%T;'lzil'- all Dooa4 O! m IF R7 I1101IIUCI[ lx= MAAYIAI PAM rMMM WKSai FAOI& W no Mac VDAL I am DESIGN LOADS: +24. 0 PSF IS-24.s PSF TEST LOADS: +36. 0 PST t -37.0 PSF AP RATW- RSL ® I'm 4 1 1eww s 16•011 CLASSIC AND CH RP STEEL PAN DDUBLE-CAR, 16• W +24/-24.3 PSF AVDIF MOOD VW 101711 IBC Florida Building Code Online Page 1 of 4 lic_, r g SOS Home I Lao In I User Registration ! Not Topics I submit Surcharge I Stats B Facts ; Publications I FBC Stan I SCIS site Mao I Links I Search I dbpr b Product Approval r USER: Public User Product Approval Menu > Product or Aoolkatlon Search > Application List > Application Detail FL # FL17499-R3 Application Type Revision Code Version 2017 Application Status Approved Approved by OSPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved n MI Windows and Doors 650 West Market Street Gratz, PA 17030 717)365-3300 Ext2560 bsidingeromiwd.com Brent Sitlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard Year AAMA 506 2011 AAMA/WDMA/CSA 101/I.S.2/A440 2008 AAMA/WDMA/CSA 101/1.S.2/A440 2011 Method 1 Option A 01/15/2018 01/15/2018 01/21/2018 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvjQiz6B... 2/1 /2018 Florida Building Code Online Page 2 of 4 Summary of Products FL tf Model, Number or Name Description 17499.1 185 SH 36x84 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC MI Windows - 185 SH (Fin) Impact 41.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL17499 R3 C CAC MI Windows - 18S SH (Fin) imoact (S) Done.odfDesignPressure: +55/-SS Other: R-PG55•, Missile Level D, Wind Zone 3. Glass to be FL17499 R3 C CAC MI Windows - 185 SH (Flange) Impact 3).odfbeddedinPecora896sealant. FL17499 R3 C CAC MI Windows - 18S SH (Flanoe) Impact 4),odf Quality Assurance Contract Expiration Date 10/.17/2018 Installation Instructions FL17499 R3 I1 08-02545B.odf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513321E-3.odf Created by Independent Third Party: Yes 17499.2 185 SH S2x72 Fin/Flange Frame 1G/SG Single Hung Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC APC(133611E1726,01-109-47-RO 185 SH(FLG waiver).odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 R3 C CAC MI Windows - 185 SH (Fin) (11).odf FL0499 R3 C CAC MI Windows - 185 SH (Fin) (12).odfDesignPressure: +60/-60 FL17499 R3 C CAC MI Windows - 18S SH (FlannelOther: R-PG60 10).odf Quality Assurance Contract Expiration Date 10/08/2018 Installation Instructions FL17499 R3 it 08-02549B.odf Verified By: Luis R Lomas PE-62S14 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513327B-4.odf Created by Independent Third Party: Yes 17499.3 185 SH 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC APC(13363)E1729.01-109-47-RO 185 SH (FLG waiverl.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 R3 C CAC MI Windows - 18S SH (Fin) (13).odf FL17499 R3 C CAC MI Windows - 185 SH (Fin) (14).odfDesignPressure: +60/-60 FL17499 R3 C CAC MI Windows - 185 SH (Flanoe) Other: R-PG60' l ll.odf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions 11 08-02550B.odfFL17499R3 Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513328E-S.odf Created by Independent Third Party: Yes 1749944 18S SH 3601 Fin, Finless, Flange Frame IG Single Hung Limits of Use Certification.Agency Certificate Approved for use in HVHZ: No FLi7499 R3 C CAC APC H0462.01-109-47-RO i85 SH 042522).odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +60/-67 04/25/2022 Other: R-PG60` Installation Instructions FL17499 R3 II 08-03163.odf Verified By: Luis R. Lomas, PE PE-62S14 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 514082.odf Created by Independent Third Party: Yes 1749945 185 SH 5202 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC MI Windows - 185 SH (Fin) Impact 2).adfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL17499 R3 C CAC MI Windows - 18S SH (Fin) Imoact https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6B ... 2/ 1 /2018 Florida Building Code Online Page 3 of 4 Design Pressure: +55/-55 i3l.odf Other: R-PGSS, Missile Level D, Wind Zone 3. Glass to be FL17499 R3 C CAC M1 Windows - 185 SH (Flange) imoact 2).odfbeddedinPecora896sealant. FL17499 R3 C CAC MI Windows - 18S SH (Flanoe) Impact S).Ddf Quality Assurance Contract Expiration Date 10/10/2018 Installation Instructions FL17499 R3 II 08-02544B-l.odf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE S133208-i.odf Created by Independent Third Party: Yes 17499.6 18S SH S2x84 Fin/Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ:'No FL17499 R3 C CAC APC(13362)EI72S.01-109-47-RO 185 SH(FLG waiver)5-81G 1-8A 52 1-8X84 R60(1009181.odfApprovedforuseoutsideHVHZ: Yes FL17499 R3 C CAC MI Windows - 185 SH (Fin) (10).odfImpactResistant: No FL17499 R3 C CAC MI Windows - 185 SH (Fin) (9).odfDesignPressure: +60/-60 FL17499 R3 C CAC MI Windows - 185 SH (Flanoe) (9).odfOther: R-PG60 Quality Assurance Contract Expiration Date 10/09/2018 Installation Instructions FL17499 R3 11 08-02S468-2.odf Verified By: Luis R Lomas PE 62S14 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 513322E-2.odf Created by independent Third Party: Yes 17499.7 185 Triple SH 11ix72 Fin Frame IG/SG Single Hung 110x72 Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CAC MI Windows - 185 SH Triple (Fin) Approved for use outside HVHZ. Yes 3).adf Impact Resistant: No FL17499 R3 C CAC MI Windows - 185 SH Triole (Fin) Design Pressure: +SO/-50 4).odf Other: R-PGSO• FL17499 R3 C CAC MI Windows - 185 SH Triole (Flanoe) 3).odf FL17499 R3 C CAC MI Windows - 18S SH Triple (Flanoe) 4).odf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R3 II 08-02548B.odf Verified By: Luis R Lomas PE 62 14 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AF S133248-6.ndf Created by Independent Third Party: Yes 17499.8 18S Twin SH 106x72 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 R3 C CAC MI Windows - 185 SH Twin (Fin) Approved for use outside HVHZ: Yes 3).adf Impact Resistant: No FL17499 R3 C CAC MI Windows - 185 SH Twin (Fin) Design Pressure: +4S/-45 4).odf Other: R-PG45 FL17499 R3 C CAC MI Windows - 185 SH Twin (Flanoe) 3).odf FLi7499 R3 C CAC MI Windows - 18S SH Twin (Flanoe) 4).odf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R3 II 08-02547B-7.odf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R3 AE 5133238-7.= Created by Independent Third Party: Yes aan4 NC Contact its :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 950-07-11124 The State of Florida IS an AA/E2.0 employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund statement https://www. floridabuilding. ora/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtCUGgvj Q iz6B ... 2/ 1 /2018 Florida Building Code Online Page 4 of 4 Under Florida aw. 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 nun to this entity. Instead, contact the office by phone or by traditional mall. If you have any Questions, please contact 8S0.487.139S. 'Pursuant to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. Te 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 4SS, F.S., please dick here. Product Approval Accepts: MLJr r`Nt CredR Cctd. Safe. https://www. floridabuilding. org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgtCUGgvj Q iz6B ... 2/ 1 /2018 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. B. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REOUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. SHIMS SHALL BE LOCATED. APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE SHEET 11 FOR GLASS DETAILS. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE J8 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. REVIslon I REV I DESCRIPTION I DATE I APPROVED A REVISED ANCHOR SPACING h CHARTS 07/11/16 R.L. IBREVISEDGLASS1D/02/17 R.L. 15.FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 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 J10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm-2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048") FY=33KSI/FU-52KS1 OR ALUMINUM 6063—T5 FU-30KSI .048" THICK MINIMUM I TABLE OF CONTENTS 1 SHEET NO. DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS 11 ICOMPONENTS SIGNED: 1211412017 MI E,T LLC REj 0 9 i/' 6soWINDWWSEST MND EDOOR GRATZ. PA 17030-0370 Gyyy666NS.c ,d1 fi10 5 = SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT NOTES J'/y/(! t STATE OF .' Z 1'° FS:°10MOV t7` ORARN: DAD NO. REV 08 a i7s111N111%0. Luis R. Lomas P.E. FL No.: 62514 s uE NTS arc 12/29/14 s"m I OF 11 LRORERTOLOMASP.E. 14M INOOOFORD RD LEWISVILLE, NG 27M 171.68l0609 IO7+Iret YAonISSP'ernrll 7 Lu Fit HE 16" MAX O.C. 2' T- 4X ME CHTHT O 4 52' MAX FRAME WIDTH 52' MAX FRAME WIDTH 2' MAXf__r 16" MAX O.C. —I 2' MAX 2" MAX 16' MAX U.C. 2" MAX 2 I6' OMAX / O.C. 72' T- MAX FRAME HEIGHT 4 X 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGES FINLESS INSTALLATION FLANGES FINLESS INSTALLATION SEE CHART RI FOR SMALLER UNITS REOUIRED ANCHORS SEE CHART Of FOR SMALLER UNITS REOUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING t60.OPSF NONE REVISIONS DESCRIPIgN DATE APPROVED REVISED ANCHOR SPACING do CHARTS 07/11/16 R.L. REVISED CLASS 10/02/17 R.L. CHARTO Number of anchor locations required From* Frame Width In Height 18.00 24.00 30.00 36.00 42.00 48.00 52.00 In) Head Jamb Head Jamb Head Jamb Hoed Jamb Head Jamb Head Jamb Head Jamb 24.00 2 3 3 3 3 3 a 3 4 3 4 3 4 3 20.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 36.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 42.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 18.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 4.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 60.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 66.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 72.00 2 6 3 6 3 6 3 6 4 6 4 6 4 6 SIGNED: 12/14/2017 1. NOTEMAXIMUM SASH SIZE: 51' X 36". 2. MAXIMUM SASH D.L.O.: 47 5/8' X 32 1/2". 3. MAXIMUM FIXED D.L.O.: 49 3/8" X 32 1/2', MI WINDOWS WEST MNDEDOOR DOORS, LLC GRATZ, PA 17030-0370 c, j ltllLo'i, GENS 5uu .. k Wj mo>w^ SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT HARDWARE SCHEDULE 2) METAL SWEEP LOCK AT Ir FROM EACH END INTERIOR MEETING RAIL 2 BLOCK AND TACKLE BALANCE AT JAMBS FLANGE k FINLESS ELEVATIONS oO,• BBTATEEE OF IFS . CI OR%O j 7,,r 0NA j1f Luis R. Lomos P.E. FL No.: 62514 DRAWN: N. G. DWG No. 08- 02549 REV B NTS wTE 12/29/14 022 OF 11 L. RDBERTO DLEMSLOU4VI P. E. LLE, A/ C 270?J TI 2NUODFORDRDLEWISVI434.696. 0609• ANnAsoftnutsp C" 52" MAX FRAME WIDTH 2 MAX — ID" MAX O.C. 10' MAX O.C. O 72" MAX FRAME 2' MAX 2" MAX 52" MAX FRAME WIDTH 4- 10" MAX O.C. 2' 10" F/ MAX O.C. 72' MAX FRAME HEIGHT / HEIGHT / 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW EXTERIOR VIEW FIN INSTALLATION FIN INSTALLATION SEE CHART i2 FOR SMALLER UNITS REOUIRED ANCHORS SEE CHART 82 FOR SMALLER UNITS REOU/RED ANCHORS DESIGN PRESSURE RATING IMPACT RATING 160.OPSF NONE ROAMS REV DESCROnlow DATE I PPROVED A REVISED ANCHOR SPACING k CHARTS 07/11/16 R.L. 2" MAX B REVISED GLASS 10/02/17 R.L. CHART #2 Number of anchor locations required Frame Frame Width (In) Height 1n) H 6 Sf8.00 Jamb 24.00 H 8 S Jamb 1 20.00 JH&S IJamb 36.00 H 6 S Jamb 4 H 6 S Jamb 1 48.00 IH&S Jamb 57.00 H 8 S Jamb 24.00 3 3 1 3 3 4 1 3 5 3 5 3 1 6 3 6 3 30.00 3 4 3 4 4 4 4 4 5 4 6 4 6 4 36.00 3 5 3 5 4 5 5 5 5 5 6 5 6 5 42.00 3 5 3 5 4 5 5 5 5 5 6 5 6 5 48.00 3 6 3 8 4 6 5 6 5 6 6 6 8 6 54.00 3 6 3 6 4 6 5, 6 5 6 6 6 6 6 60.00 3 7 3 7 4 7 7 5 7 6 7 6 7 66.00 3 8 3 8 4 B 5 B 5 B 6 8 6 8 72.00 3 8 3 8 4 8 5 8 5 B 6 B 6 1 e SIGNED: 1211412017 MI WINAND LLC 1R'!)LIpWEST NOTES: 650DOWS MARKEDOOR E,T 0 1. MAXIMUM SASH SIZE: 51" X 36". GRATZ. PA 17030-0370 SERIES ' 185 ALUMINUM SINGLE HUNG WINDOW 2. MAXIMUM SASH D.L.O.: 47 5/8' X 32 1/2". L,0 5 3. MAXIMUM FIXED D.L.O.: 49 3/8" X 32 1/2'. 52" X 72" NON -IMPACT 3 FIN ELEVATIONS 0 , $TAT OF IOR% 0" DRAMDwcND. 08- N0 2549 RLv 8 ti j" iS/ONAj1(G!`\\\ seat art NTS12/29/14 3 OF 11 HARDWARE SCHEDULE 1432 WOODFO RDRoEWLSVXLE, NC 270M 2) METAL SWEEP LOCK AT 8" FROM EACH END INTERIOR MEETING RAIL Luis R. Lomos P.E. 2 BLOCK AND TACKLE BALANCE AT JAMBS 434488.OMP dbnws@bkmaspe,mm FL No.: 62514 1/2' MIN EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS 1 1/4' MIN. EMBEDMENT BACKER ROD APPROVED SHIM S1/ 4 MAX. PACE SEALANT110 WOOD SCREW INTERIOR EXTERIOR BACKER ROD APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS VERTICAL CROSS SECTION SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/ 4" MAX. SHIM SPACE 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 DEstRNRoa w1E APPROVED REVISED ANCHOR SPACING & CHARTS 07/11/18 R.L. REVISED GLASS 10/02/17 1 R.L. 1 1/4- MIN. 1/4' MAX. EMBEDMENT SHIM SPACE 1 1/ 2' MIN INTERIOR EDGEDISTANCE g10 WOOD SCREW WOOD FRAMING OR 2X BUCK BACKER ROD'& BYOTHERSAPPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 1211412017 WINDOWS WEST MN D EDOORE ,T LLC MI650STR GRATZ. PA 17030-0370 R I o. CENSF9, SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON—IMPACTI r;ATFLANGEINSTALLATIONDETAILSDOF 0A P ` I B'DNA \ oaAwR on w. OB— 0 2E549 an B scut w1c NTS12/29/14 4 OF 11 Luis R. Lomas P.E. FL No.: 62514 L AMATO LOU4S P.E. 1432 NbODFORD RD LEWISVILLE, NC 27023 471fiB84609 Avmas®Ybmasps.am METAL STRUCTURE BY OTHERS APPROVED SEALANT 1/2' MIN r EDGE DISTANCE 1 /4' MAX. SHIM SPACE I"" #10 SMS OR SELF DRILLING SCREW INTERIOR EXTERIOR REVKD/b REV DESCRIPDON DIIE APPROVED A REVISED ANCHOR SPACING & CHARIS 07/11/16 R.L. 0 REVISED CLASS 10/02/17 R.L. 1/4' MAX. SHIM SPACE 10 SMS OR SELF DRILLING INTERIOR SCREWS 1- MIN. EDGE DISTANCE 1 EXTERIOR METAL STRUCTURE BACKER ROD BY OTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SILL TO BE SET IN A BED OF APPROVED STRUCTURAL BACKER ROD SEALANT APPROVED SEALANT 1/4' MAX. SHIM SPACE METAL STRUCTURE BY MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NDN—IMPACT FLANGE INSTALLATION DETAILS NOTES: WARN: DRC NO. 1.INTERIORANDEXTERIORFINISHES, BY OTHERS, N.G. 08-02549 NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SGIE NTS -E 12/29/14 1 sHrE15 OF 11 DESIGNED IN ACCORDANCE WITH ASTM E2112 L ROBERTO LOU" PE 143211000FORD RD LEWZMLE. MC 27M 434-08-0609 mxrws DlbmW c om SIGNED: 1211412017 y ; ' H . •n9o E St' ;P v TATE OFIM10F'w 0 S Luis R. Lomas P.E. FL No.: 62514 2 1/ MIN. EDGE DISTANCE CONCRETE/MASONRY BY OTHERS e OPTIONAL 1X BUCK °' 1 1/4* 'MIN. •' •' °- EMBEDMENT SEE NOTES 3 — 7 SHEET I 1/4" MAX. BACKER ROD SHIM SPACE APPROVED SEALANT 3/16' TAPCON RrAmms DEscRwnON I DATE I APPROVED REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L. REVISED CLASS 10/02/17 R.L. 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY 1/4• MAX' BY OTHERS SHIM SPACE o 3/ 16" TAPCON .o 2 1/2' MIN. EDGE 'o " DISTANCE I INTERIOR EXTERIOR BACKER ROD APPROVED OPTIONAL IX BUCK SEALANT SEE NOTES 3 — 7 SHEET 1 JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION SILL TO BE SET IN A BED OF NOTES: 1.INTERIOR AND EXTERIOR FINISHES. BY OTHERS. BACKER ROD APPROVED NOT SHOWN FOR CLARITY. APPROVED STRUCTURAL 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE SEALANT SEALANT DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 12/14/2017 OPTIONAL IX BUCK 1/4' MAX. MI WINDOWS AND DOORS, LLC 0%11111111i11. SEE NOTESHEET 1 r SHIM SPACE 650 WEST MARKET STREET PA J\5 R'. O,Ij /, GRATZ. 17030-0370 GEq,D CONCRETE/MASONRY SERIES 185 ALUMINUM SINGLE HUNG WINDOW BY OTHERS 52" X 72" NON —IMPACT FLANGE INSTALLATION DETAILS 0 , STAT OF t C DRAWM. DWG Iq. REV O' ln [OR10P• \\ SS•OIVA'tEaG`\\ J•'' • .° : .. 08-02549 B sc. G wlcNTS 12/29/14 6 OF 11 VERTICAL CROSS SECTION L ROBERTO LOWS P.E. Luis R. Lomas P.E. CONCRETFJMASONRY INSTALLATION 1432 VADODFORD RD LEWISVILLE. AC 27023 FL No.: 625144J4•°9B•0609 TRWiusg1kowspecom 1/2" MIN EDGE DISTANCE WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD APPROVED 1/4 MAX. SEALANT HIM SPACE BACKER ROD do APPROVED SEALANT WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1 /4" MAX. SHIM SPACE r VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 Rriaw5 ' OESCROn" DATE I pnmr; REVISED ANCHOR SPACING @ CHARTS D7/11/16 R.L. REVISED CLASS 10/02/17 R.L. 1 1/4" MIN. 1/4' MAX. EMBEDMENT SHIM SPACE 1_ 1/2' MIN INTERIOR EDGE DISTANCE 110 WOOD SCREW WOOD FRAMING _J EXTERIOR OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 1211412017 WINDOWS AND DOORS, 65DWMARKET GRATZ. PA 17030-0370 jjII I IA"MI L GENS 9Lp + 0 5 • k• SERIES 185ALUMINUMSINGLEHUNGWINDOW52" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS 0 , STAT OF tv 0 10P i77s/pNA oarAwlt N. G. owe No. DS-02549 atv B seALE NTS - E 12/29/14 —E 7 OF 11 L. ROBERTO LAMAS P.E. IIJ2 WOODFORD RD LEWISVILLE, NC 27023 J16BB0609 Aanus M esps.mm LUIS R. Lomas P.E. FL No.: 62514 REVISIONS 2 1/2- MIN. pfl, DEKpP11DN Anti nwawto EDGE DISTANCE A REVISED ANCHOR SPACING & CHARTS 07/11/16 R.L CONCRETE/MASONRY B REVISED CLASS 10/02/17 R.L. BY OTHERS 1 1/4• MIN. 1 i / 4' MIN. OPTIONAL 1X BUCK SEE NOTES 3 — 7 EMBEDMENT EMBEDMENT SHEET 1 CONCRETE/MASONRY BY OTHERS PTIONAL IX BUCK SEE NOTES 3 — 7 1/4• MAX. SHEET 1BACKERRODSHIMSPACE APPROVED SEALANT 3/16• TAPCON• MA•Y. 3/16• TAPCON HIM SPACENTIERINTERIOR4rvl/4 2 1/2- MIN. EDGE DISTANCE EXTERIOR EXTERIOR BACKER ROD do APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION SILL TO BE SET BACKER ROD IN A BED OF APPROVED NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, APPROVED SEALANT STRUCTURAL NOT SHOWN FOR CLARITY. SEALANT 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE OPTIONAL 1X BUCK 1/4- MAX DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 12/14/2017SEENOTE3 — 7 r SHIM SPACESHEET1 MI WINDOWS AND DOORS, LLC vu11I!1111,, R• Lp ijzo; CONCRETE/MASONRY 650 WEST MARKET STREET GRATZ. PA 17030-0370 S C E NSF BY OTHERS SERIES 185 ALUMINUM SINGLE HUNG WINDOW k 52" X 72" NON —IMPACT sGO• = p IS a ' .. FINLESS INSTALLATION DETAILS TAT . OF DF • Fc(OR10P • MAWR: DWG ND. REv OppVERTICALCROSSSECTION 08 B L?G`\` WALE NTS -E 12/29/14 1-9 OF 11 CONCRETEANASONRY INSTALLATION L. ADBERDDLON411MLE. IIJP WOODFORDADLEWISVILLE, AC Luis R. Lomas P.E. 91•68B•0609 AbmafeYl tpa.avmcom FL No.: 62514 APPROVED SEALANT BEHIND FIN 7/16" MIN AA - EDGE DISTANCE1 7/16" MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN cie Lc LM VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATON VOOD RAMINC IY OTHERS 1/4" MAX. SHIM SPACE 1/4" MAX SHIM SPACE WOOD FRAMING BY OTHERS WOOD FRAMING BY OTHERS 1 1/4- MIN. EMBEDMENT T_ WlAPPROVED SEALANT BEHIND FIN 7/ 16" MIN EDGE DISTANCE r REVISIONS REV DESCRIPIgOVE MDATEAPPRDA REVISED ANCHOR SPACING & CHARiS 07/11/IS R.L. 0 REVISED GLASS 10/D2/17 R.L. 1/ 4" MAX r SHIM SPACE S8 WOOD SCREW INTERIOR 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 BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FIN INSTALLATION DETAILS DRAwN. D'3 w. N. C. 08-02549 rscuE NTS ON E 12/29/14 —ET 10 OF 11 L. ROBERTO LOADS P.E. 1432 WOODFORD RD LEWISVILLE, AC 27023 434400M A maspt+.L SIGNED: 1211412017 S R 11 II///77j i NS; 9d+ us Ak 8( TfE OF ./tty, 0 10P Luis R. Lomas P.E. FL No.: 62514 METAL STRUCTURE BY OTHERS APPROVED SEALANT 1/2" MIN iEDGE DISTANCE 1/4" MAX. SHIM SPACE R . 1S OR SELF DRILLING SCREW R SILL TO BE SET IN A BED OF APPROVED STRUCTURAL BACKER ROD 1/lF SEALANT APPROVED SEALANT 1/4" MAX. SHIM SPACE METAL STRUCTURE BY OTHERS 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 RENSIONS .. DESCRV1gN MlE APPROV[D REVISED ANCHOR SPACING B CHARTS 07/11/16 R.L. REVISED GLASS 10/02/17 R.L. 1/4" MAX. SHIM SPACE BID SMS DR INTERIOR SELF DRILLING SCREWS T- 1/2" MIN. EDGE DISTANCE I EXTERIOR METAL BACKER ROD STRUCTURE do APPROVED BY OTHERS SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 1211412017 MI AND650DOSWE5TMARKEDOOR E,TLLC J\51R.LO'f GRATZ. PA 17030-0370 v,•CE'NS •+% SERIES 185 ALUMINUM SINGLE HUNG WINDOW 0 5 k 52" X 72" NON -:-IMPACT FINLESS INSTALLATION DETAILS 0 , .STATE OF DRIO';• DRAWN. N.G. DRD N0. REV 08-02549 0 F• IOIIIAII``\ 7ZE NTS DA1E 12/29/14 1 S"EE18 OF 11 L. ROBERTO LOADS P.E. Luis R. Lomas P.E. 14921WOOFORDRDLEWISVXLE•NC2=3 FL Na.: 62514 AIIL r2 3/16" 13/1 J FLANGE FRAME HEAD CM-18501 ALUMINUM 6063-TS .050• THICK 2 5/ 16" — 3 3/8" J_ FLANGE FRAME SILL CM.18502 ALUMINUM 6063-T5.055' THICK 1 , 5,6- r 13/4" LOCK RAIDS 'ILE CM-IB505 ALUMINUM 6063-T5.062' THICK 1 GLAZINGNG BEAD CM.18535 RIGID PVC .0L50' THICK 1 7/8' 2 3/16' 1 - cl FLANGE FRAME JAMB CM-18503 ALUMINUM 6063-T5.050' THICK FINLESS FRAME SILL CM-1B554 ALUMINUM 6063-TS .055' THICK F , 7/, 2 5/16' L SASH BOTTOM RAIL CM.18555 ALUMINUM 6063-TS .050' THICK 15/16" SASH STILE CM-I8507 ALUMINUM 6063-TS.050- THICK 2 3/16" -Ir 1 SU 1FINLESS FRAME HEAD CM- 18553 ALUMINUM 6063-T5.050' THICK 2 5/ 16" -I 3 3/4" FIN FRAME SILL CM- 18509 ALUMINUM 6063-TS .055' THICK Tf 2I" L MEETING RAIL CM- 18504 ALUMINUM 6063-T5.055' THICK 1 2 3I/ 16" J FINLESS FRAME JAMB CM- 18513 ALUMINUM 6063-TS .C150' THICK 2 3/ 16' L 25 /16"TFIN FRAME HEAD CM. IB508 ALUMINUM 6063-TS.050'THICK 2 3/8" 2 3/16" FIN FRAME JAMB CM- 18510 ALUMINUM 6063-TS .050' THICK DESCNmnoN I VAIE I A PRM40 REVISED ANCHOR SPACING @ CHARTS 07/11/16 R.L REVISED CLASS 10/02/17 R.L 5/ 8" - 1/ 8" ANN. 1/8" ANN. 1/ 8' ANN. 090 PVB BY KURARAY METAL REINFORCED BUTYL SPACER EXTERIOR I INTERIOR 1/ 2" 817817E SELICONE ALANTSETTING BLOCK GLAZING DETAIL MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-037D SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT COMPONENTS DRAM oWo NO. N. G. 08-02549 sou.[ NTS 12/29/14 1swoll OF 11 L ROBERTO LOMAS P.E. 14M WOODFORD RD LEWIS VILLE. NC 27023 434480. OM Amsvbtna scam SIGNED: 1211412017 Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online Page 1 of 3 IICIS Home f lop in I User Repistratlon Mot Topics Submit Su charoe Suits a Facts ! Publications ; FSC staff j SCIS Site Map UnkS I Search FlDrida r Product Approval h'i' I - USER: Public User t idara i+ ProduR Aooroval Menu > Product or Aooliatlon Search > Aoollagaa list > Application Detail fL # A-15349-R9 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email 5-9 MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsidinger@miwd.com Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE 10 Validation Checklist - Hardcopy Received 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 Standard AAMA S06 AAMA/WDMA/CSA 101/I.S. 2/A440 Method 1 Option A 12/31/2017 12/31/2017 01/04/2018 Year 2011 2008 https: //www. floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQwtDgtH8 5 72gvd WI... 1 /31 /2018 Florida Building Code Online Page 2 of 3 Summary of Products FL tF 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 R9 C CAC APC 12786.odf Approved for use outside HVHZ: Yes FLIS349 R9 C CAC APC 12787.odf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +60/-60 04/03/2018 Other: CW-PG60 Installation Instructions FLIS349 R9 11 08-02357B.odf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15349 R9 AE S13124B.odf Created by independent Third Party: Yes 15349.2 185 PW 159 x S4 Triple CHS Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS349 R9 C CAC APC 15350.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/24/2021 Design Pressure: +5S/-SS Installation Instructions Other: R-PG55 FL1S349 R9 II 08-02949.odf Verified By: Luis R. Lomas, PE 62S14 Created by Independent Third Party: Yes Evaluation Reports FLIS349 R9 AE S13783.odf Created by Independent Third Party: Yes 15349.3 185 PW Impact 72 x 72 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 R9 C CAC APC 1S4S4.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/25/2021 Design Pressure: +55/-55 Installation Instructions Other: FW-LC55, Missile Level D, Wind Zone 3. Glass FLIS349 R9 If 08-02948.odf consisted of S/32" tempered exterior - spacer - 5/32' Verified By: Luis R. Lomas, PE 62514 annealed / 0.100 Solutia Saflex HP / S/32' annealed. Glass Created by Independent Third Party: Yes was bedded in Pecora 896 silicone with S/8" glass bite. Evaluation Reports FLIS349 R9 AE 513782.odf Created by Independent Third Party: Yes 15349.4 18S PW Impact 159 x 54 Triple CHS Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS349 R9 C CAC APC 8272.odf Approved for use outside HVHZ: Yes FLIS349 R9 C CAC APC 8273.odf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +55/-SS 01/24/2021 Other: FW-R55, Missile Level D, Wind Zone 3. Glass Installation Instructions consisted of 1/8' annealed exterior - spacer - 3/32" FLIS349 R9 li 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 FLIS349 R9 AE 512278B.odf Created by Independent Third Party: Yes 15349.5 185 PW Impact 96 x 60 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ.-No FLIS349 R9 C CAC APC 7962.odf Approved for use.outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/05/2020 Design Pressure: +55/-55 Installation Instructions Other: FW-LC55, Missile Level D, Wind Zone 3. Glass FLIS349 R9 Ii 08-01613B.odf consisted of 5/32" annealed exterior - spacer - 5/32' Verified By: Luis Roberto Lomas 62514 annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass Created by Independent Third Party: Yes was bedded in Pecora 896 silicone with 5/8' glass bite. Evaluation Reports FLIS349 R9 AE S12277B.odf Created by Independent Third Party: Yes Bade Nett contact us :: 26111 Blair Stone Road. Tallahassee FL 32399 Phone: 950.4117.1824 The State of Florida Is an AA/EEO employer. Caovrieht 2007-2013 State of Florida.:: 2dXA2 5tatetttent :: Accessibility Statement :: Refund Statement https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH85 72gvdWl... 1 /31 /2018 Florida Building Code Online Page 3 of 3 Under Florida law, email addresses are public records. If you do not want your &mail address released in response to a public•recordi request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional trail. If you have any questions, please contact BS0.487.1395. 'Pursuant to Section 4SS.27S(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS. F.S. must provide the Department with an email address If they have one. The !mails provided may be used for official communication with the licensee. However email addresses are public record. It you do eat 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 4S5, F.S., please click here . Product Approval Accepts: Cradd!•Card. Safe. https://www. floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQwtDgtH8 5 72gvd WI... 1 /31 /2018 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2' WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE: SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REOUIRED 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. TO. 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 SHDWN IN ELEVATIONS AND INSTALLATION DETAILS. OEStlEP1114 6,1E APPMED REVISED INSTALLATION DETAILS 06/01/15 R.L REVISED NAME AND ADDRESS 10/27/16 R.L. 15.FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE J10 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 1BGA (.0487 FY-33KSI/FU-52KSI OR ALUMINUM 6063-75 FU-30KSI .048' THICK MINIMUM 20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. TABLE OF CONTENTS NO. DESCRIPTION 1 I NOTES 2 - 3 ELEVATIONS, CHARTS AND GLAZING DETAILS 4 - 12 INSTALLATION DETAILS SIGNED: 1111512016 MI WINDOWS MaDK DOORS, LLC IR I1` 10///. w. GRATZ. PA 17030 ST.J S G E NSF a 6 k•ySERIES185ALUMINUMFIXEDWINDOW 73" X 72" NON -IMPACT NOTES 96 , TAT OF s -c OR10- 0235 olArllc Dre w. xLv 08 B i7S ONA11 a\ LMts R. Lomas P.E. FL No.: 62514 saaE NTS 6A" 09/03/14 s 017 OF 12 L ROBERI'O LOANS P.E. IM WOODFORD RD LEWISVALE. NC 27023 43r•60-aw Ao Seiwmetvmm 72 1/2' MAX FRAME WIDTH 6' MAX —Pi ---I— 161 MAX O.C. 6' MAX L t6' j MAX DT.C. I 71 1/2' MAX FRAME HEIGHT j REFER TO CHARTS SERIES 185 ALUMINUM FIXED WINDOW 1 do FOR NUMBER OF EXTERIOR VIEW ANCHORS REOUIRED 72 1/2" MAX FRAME WIDTH 6' MAX — I 18' MAX D.C. — 6 MAX 71 1/2" 18' MAX MAX O.C. HE FRAME IT j 0 REFER TO CHARTS SERIES 185 ALUMINUM FIXED DESIGNER WINDOW 81 & 12 EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED DESIGN PRESSURE RATING IMPACT RATING t60.OPSF NONE NOTES: I. MAXIMUMD.LD.: 69314'X66314' REVLSIDHS • • DLSGmrox DAIS APPROVED REVISED INSTALLATION DETAILS O6/01/15 R.L. REVISED NAME AND ADDRESS 10/27/16 R.L. CHART #I Number of anchors required (w! hout rigid tillers) Frame Frame widIA(In) Height 24.00 1 30.00 26.00 42.00 40.00 54.00 60.00 a0.00 72.60 in) HIS IJ..bI HAS P..b HAS J.mD N6S emD NAS emD HAS J..b Nd5 emD HAS Jarnbt&S erne 24.00 2 1 2 1 2 2 J 2 J 2 J 2 4 2 4 1 2 1 4 2 S 2 2000 2 1 2 1 2 2 J 2 J 2 J 2 4 2 4 1 2 1 4 2 S 2 26.00 2 J 2 J J J J J J J 4 J 4 S J S J IL00 2 J 2 J J J J J J J 4 J S J S J 6 J 40.00 2 2 J J J J J 4 J S J 6 J 6 J 54.00 2 4 2 4 J 4 4 J 4, 4 4 S 4 6 4 7 4 60.00 2 4 2 1 J 4 J S J S 4 S S S 6 S 7 S 6.00 2 4 2 4 S 1 S 1 ] 1 8 1 4 6 S 6 6 6 7 6 71.60 2 S 2 1 S J S J 1 6 1 ] 1 6 1 4 7 S 7 6 7 7 7 CHART 02 Number o/ anchors required (with rigid tillers Frame width (In) 24.00 J0. IS 00 It.00 11.00 61.00 60.00 66.00 72.50 N6S mD Nd5 mD Nd5 emD N65 emD NdS amD HdS emD Nd5 emD NAS emD 2 2 2 2 2 2 4 2 4 2 42 S 2 2 2 2 2 J 2 J 2 4 2 4 2 4 2 6 2 2 J 2 J 3 J J 4 J 4 J 4 J S JI2J2JJJJJ4J4J4JSJ 2 3 2 J J 3 J 3 4 J 4 J 4 J S J 2 12 4 J 1 J 4 4 4 I 4 4 4S 4 2 4 2 4 J4 J 4 4 4 4 444 2 4 2 4 J 4 J 4 4 1 1 44 4 S 4 2 S 2 S S J S 1 S 4 S 4 S S S SEE SHEETS 4.7 FOR INSTALLATION DETAILS SIGNED: 1111512016 MI WINDOWS DOORS, LLC 11 0,,, ow. MARKETAND J`51R CRATZ, PA 17030 GEN& 'Al, Lp+ Vo 6SERIES185ALUMINUMFIXEDWINDOW 73" X 72" NON —IMPACT FLANGE do FINLESS ELEVATION do CHARTS qg , cF''c[OR10P•': aural Drc w. Rlv OB-02357 B S/0IV,kL scAtN IaeNTS 09/03/14 2 OF 12 LYIS R. LOITOS P.E. FL No.: 62514 L ROBERTO LOMAS P.E. 1432 WOOOFORD RD LEMSVILLE. AIC 27M2J 474-MO-OM05 r6omsr(94bnaSpl.tam 71 FI HI 6' MAX — 72 1/2- MAX FRAME WIDTH — Er_ — 18' MAX O.C. . MAX D.C. I 1/2' V1X AME IGHT j 6' MAX REFER TO CHART Ip3 J SERIES 185 ALUMINUM FIXED WINDOW FOR NUMBER OF t EXTERIOR VIEW ANCHORS REQUIRED 72 1/2' MAX FRAME WIDTH 6' MAX 18" MAX O.C. 6" MAX j 1B" MAX O.C. 71 1/2" MAX FRAME HEIGHT I l oo IEFER TO CHART #3 FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW ANCHORS REQUIRED EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 360.OPSF NONE NOTES: 1. MAXIMUMD.L.O.: 6934'X68314' REVISM.. DESCRVWN Da1F APPRWM REVISED WSTALLATION DETAILS 06/01/15 R.L. REVISED NAME AND ADDRESS 10/27/10 R.L. CHART03 Number of enebors roqulred Bn Innallallon Frama Fame.idIA my Might 24.00 1 30.00 36.00 42.00 41.00 64.00 60.00 66.00 TL60 IInI NAS amD NAS amD HAS amD HAS Jamb HAS Jamb HAS amb HAS amD HAS amDr8s amD 24.00 J 3 3 J 3 4 3 4 J 4 J S s J J 30.00 3 J 3 3 3 4 4 3 4 J S 3 S 3 3 36.00 J 7 J 4 1 4 S J S JIl.00] I 4 J 4 1 4 4 4 4 4 S 4 S I 116.00 3 4 J 4 S 4 4 4 4 4 4 4 5 4 S 4 464.00 3 4 3 4 4 4 4 4 4 4 4 S 4 S 4 4 60.00 J S S S 4 s 4 S 4 s s s S S 6 S 60.00 J S J S S 4 S 4 s 4 S S S S S e S 71.50 3 6 J 6 3 e 4 e 4 6 4 6 S 6 S e e e SEE SHEET 8 FOR INSTALLATION DETAILS MI WINDOWS AND DOORS, LLC 65D W. MARKU ST. GRATZ, PA 177030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FIN ELEVATION & CHART DRAM DWD N0. J.L. 08-02357 uAIc NTS I Data 09/03/14 JMM3 OF 12 L ROBERTO LOCALS P.E. IM WOODFORD RD LEIVISVMLE. AC 27023 04-606.0609 A ewsoN mew cam SIGNED: 11/15/2016 D// i r,•v GEti 9v+% 1N0y 6 s(k. 0 STATE OF ou- ORM" Luls 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 BACKER ROD APPROVED SEALANT 1/4' MAX. SHIM SPACE BACKER ROD APPROVED SEALANT 110 WOOD SCREW EXTERIOR INTERIOR EXTERIOR II II /— 110 WOOD SCREW RIGID FILLER BACKER ROD APPROVED 1/4' MAX. SEALANT SHIM SPACE WOOD FRAMING 1 1/4' MIN. OR 2X BUCK EMBEDMENTBYOTHERS 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4' MIN. 1/4' MAX. EMBEDMENT I SHIM SPACE I1/2" IN. EDGE DISTANCE I INTERIOR 10 WOOD SCREW WOOD FRAMING EXTERIORRBACKEROR2XBUCK BY OTHERS ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION BACKER ROD APPROVED SEALANT 3/4' MIN EDGE DISTANCE 1/4' MAX. Li r SHIM SPACE 10 SIAS OR SELF DRILLING SCREW INTERIOR 10 SMS OR SELF DRILLING SCREW RIGID FILLER 1/4' MAX. F SHIM SPACE STRUCTURE BY OTHERS 1 3/4' MIN F EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4* MAX. SHIM SPACE 3/a' MIN' INTERIOREDGEDISTANCE 10 SMS OR SELF DRILLING SCREWS Zpp fEXTERIORMETAL STRUCTURE CEEErBACKER ROD BY OTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION RMsaNS ,. REM DEscounew DOE APPROVED A REVISED INSTALLATION DETAILS 06/01/151 R.L. 0 REVISED NAME AND ADDRESS 10/27/15 R.L NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 65D W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS WITHOUT FILLERS DRAWN: DWG ND. R J.L. 1 08-02357 soul NTS °` E 09/03/ 14 1 slap 4 OF 12 L. RMRTO LLYUS P.E. 14M WOODFORD RD LEWOSVILLE. RC 27M 91•688-0609 iLlntas ilornetpW.eam SIGNED: 11/15/2016 LI0 l ii 6 fop • TAT OF F''cLOR10P• Luis R. Lomas P.E. FL No.: 62514 REVISIONS REV DESCRPIIDN I DATE APPROVED 2 1/2" MIN. A I REVISED INSTALLATION DETAILS 06/01/15 R.L. EDGE DISTANCE B RCVISED NAME AND ADDRESS 10/27/16 R.L. CONCRETE/MASONRY BY OTHERS 1 1/4' MIN. t 1/4" MIN. EMBEDMENT OPTIONAL IX BUCK EMBEDMENT SEE NOTES 3 — 7 SHEET 1 r CONCRETE BACKER ROD 1/4" MAX BY OTHERS 1/4" MAX. APPROVED SHIM SPACE SHIM SPACE SEALANT OPTIONAL 1X BUCK v SEE NOTES 3 — 7 SHEET 1 3/16" TAPCON 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. oSEENOTE3 — 7 EDGE EXTERIORSHEET1DISTANCE CONCRETE/MASONRY BACKER ROD k NTOVEDBYOTHERSy11/4" MIN. EMBEDMENT JAMB INSTALLATION DETAIL CONCRETE/MASONRYINSTALLATION e•.° 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRET&MASONAY INSTALLATKNJ SIGNED: 1111512016 MI WIND oWw. MnDK DOORS, LLC S GRATZ, PA 17030 C E N NOTES: SERIES 185 ALUMINUM FIXED WINDOW 1SrrF yt= 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, 73" X 72" NON —IMPACT E 6»t0: • NOT SHOWN FOR CLARITY.FINLESS INSTALLATION DETAILS WITHUT FILLERS p • TAT OF, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE Q DESIGNED IN ACCORDANCE WITH ASTM E2112 DRAW aRc uR v 08-02357 a aG` 7jIO.111111%kkSCALENTSDATE09/03/14 SNEE15 OF 12 L. ROBERTO LOMA.S P.E. Luis R. Lomas P.E. 14M V000FORDRDLEMSVXLE,NC2702J FL No.: 62514 I30489, mg ftnwS@Ihnww cow REVISIONS F 1/2' MIN. REV DESCRIPTION DIE APPROVED EDGE DISTANCE 3/4' MIN A REVISED INSTALLATION DETAILS O6/01/15 R.L. WOOD FRAMING I 1 1/4' MIN METAL r EDGE DISTANCE B REVISED NAME AND ADDRESS 10/27/16 ILL OR 2X BUCK BY OTHERS EMBEDMENT STRUCTURE BY OTHERS 1/4' MAX. SHIM SPACE BACKER ROD SHIM SPACE BACKER ROD APPROVED APPROVED RICID FILLER SEALANT RIGID FILLER SEALANT A10 SMS OR 110 WOOD SCREW SELF DRILLING SCREW EXTERIOR EXTERIOR INTERIOR INTERIOR 10 SMS OR B10 WOOD SCREW SELF DRILLING SCREW BACKER ROD RICID FILLER BACKER ROD RICID FILLER APPROVED 1/4' MAX, APPROVED t . 1/4' MAX. SEALANT SHIM SPACE SEALANT SHIM SPACE WOOD FRAMING OR 2X BUCK 1 1/4 MIN. METAL STRUCTURE NOTES: BY OTHERS EMBEDMENT BY OTHERS 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 3/4' MIN 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE EDGE DISTANCE DESIGNED IN ACCORDANCE WITHASTME2112 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4' MIN. 1/4' MAX. EMBEDMENT I r SHIM SPACE NIL RICID FILLER 1/2' IN. EDGE DISTANCE 1 INTERIOR 10 WOOD-` SCREW WOOD FRAMING EXTERIOR OR 2X BUCK BACKER RODBYOTHERS & APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 1/4' MAX. r SHIM SPACE RIGID FILLER 3/4' MIN. EDGE DISTANCE7 1 INTERIOR I10 SMS OR — SELF DRILLING SCREWS EXTERIOR METAL STRUCTURE BACKER ROD BY OTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 1111512016 MI WINDOWS AND DOORS, LLC p%1111111/11 650 W. MARKET ST. s ... . i9'pCRATZ, PA 17030 GENSF oy6126 * SERIES 185 ALUMINUM FIXED WINDOW*• 73" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLERS O; &TATE OF FlOR10P• DRAWN: Doe NO. REV SSIO1IOBBAI. 111 aG``` P FL No.: LAPIS R. Lomosos P.E. SCALE NTS o°E 09/03/14 sNEn 67 OF 12 L. ROSERTOLOA44SAE. IIJ2 WOODFORD RD LEWISVILLE. IVC 2hV3 IJ 6BB-0609 ioxres@Wmws w.com REVKANS DESCRIP110N DATE APPROVED 2 1/2" MIN. REVISED INSTALLATION DETAILSJB D6/01/15 R.L. EDGE DISTANCE I 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 EMBEDMENTSEENOTES3 — 7 SHEET 1 CONCRETE MASONRY BACKER ROD 1/4" MAX. BY OTHERS 1/4" MAX. APPROVED SHIM SPACE SHIM SPACE SEALANT OPTIONALIXKRIGIDFILLERSEENOTES RIGID FILLER SHEET 1 3/ 16" TAPCON EXTERIOR INTERIOR 3/16" TAPCON o INTERIOR 3/16- TAPCON BACKER ROD do APPROVED RIGID FILLER SEALANT 1/4" MAX 2 1/2` OPTIONAL 1X BUCK SHIM SPACE SEE NOTE 3 — 7 SHEET 1 EDGE DISTANCE a EXTERIOR CONCRETE/MASONRY BACKER ROD do APPROVED BY OTHERS e 1 1/4" MIN. SEALANT EMBEDMENT JAMB INSTALLATION DETAIL CONCRETSMASONRYINSTALLATION 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETNMASONRY INSTALLATION SIGNED: 1111512016 MI WINDOWSWSDOORS, LLC 1 111 1// MARKET GRATZ. PA 17030 GENS'•iP NOTES: F ' 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, SERIES 185 ALUMINUM FIXED WINDOW No 6•*= NOT SHOWN FOR CLARITY. PERIMETER AND SEALANT BY OTHERS TO BE 73" X 72" NON —IMPACT TAT 2. JOINT FINLESS INSTALLATION DETAILS WITH RIGID FILLERS 0 • OF DESIGNED IN ACCORDANCE WITH ASTM E2112 RLV 0 • R ` As. ORIOP:. DRAWN: DRC NO. OB 2 357 e G'• iris oNA IN a``` soL. a1E NTS09/03/14 7 OF 12 L ROBERTO LOA"S P.E. LUIS R. Lomas P.E. 1432 TAOODFORD RD LEWISVIELE, NC 27D29 FL ND.: 62514 434. 68swo fflwwv#lwwS 7 -cw" WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE r 1/2" MIN. I EDGE DISTANCE 1 1/4" MIN. EMBEDMENT 1/4' MAX. SHIM SPACE 110 WOOD SCREW METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1/4" MAX. SHIM SPACE 10 SMS OR LF DRILLING REW EXTERIOR EXTERIOR INTERIOR INTERIOR 110 SMS OR 10 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 F SHIM SPACEI WOOD FRAMING OR 2X BUCK 1 1 MIN. METAL STRUCTURE BY OTHERS EMBEDMENT BY OTHERS 3/4' MIN 1/2' MIN EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION I , REVISIONS REV DESCRPTON WE I APPROVED A REVISED INSTALLATION DETAILS1 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/15 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 1/4" MAX. 1 1/4' MIN. 1/4' MAX. SHIM SPACE EMBEDMENT ^I SHIM SPACEr 1/2- MIN. 3/4' MIN. INTERIOR EDGE DISTANCEEDGE DISTANCE INTERIOR MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. 010 WOOD 110 SMS OR GRATZ, PA 17D30 SCREW SELF DRILLING SERIES 185 ALUMINUM FIXED WINDOW SCREWS 73" X 72" NON —IMPACT WOOD FRAMING OR 2X BUCK EXTERIOR METAL EXTERIOR FLANGE INSTALLATION DETAILS WITHOUT FILLERS BY OTHERS BACKER ROD & STRUCTURE BY OTHERS BACKER ROD & DRAWW. ORO N0. REV APPROVED SEALANT APPROVED SEALANT J.L. D8-02357 B BEHIND FLANGE BEHIND FLANGE swE NTS o`1E 09/03/14 —8 OF 12 JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL L. ROBERTO LOIMAS P.E. WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION 1432 WOODFORD RD LE"11MI.E. TIC 2=3 434-M4609 Aonw@*pn%iK cm SIGNED: 1111512016 1R IILID'/. C,ENS q`P T t TAT OF R ORIOP G``` 11NA `IEa`,. Luis R. Lomas P.E. FL No.: 62514 Ryas .. REV DEWRIPIIDN DATE APPROVED 2 1/2" MIN. A REVISED INSTALLATION DETAILS 06/01/15 R.L. EDGE DISTANCE B REVISED NAME AND ADDRESS 10/27/16 R.L. CONCRETE/MASONRY BY OTHERS e 1 1/4" MIN. 1 1/4" MIN. EMBEDMENT OPTIONAL IX BUCK EMBEDMENT SEE NOTES 3 - 7 77SHEET1 v CONCRETE/MASONRY BACKER ROD & 1/4" BY OTHERS 1/4" MAX. APPROVED SEALANT SHIM SPACE SHIM SPACE BEHIND FLANGE OPTIONAL 1X BUCK r ' SEE NOTES 3 - 7 SHEET 1 3/16" TAPCON e EXTERIOR INTERIOR 3/16' TAPCON INTERIOR 3/16" TAPCON BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1/4' MAX' 2 1/2 OPTIONAL 1X BUCK SHIM SPACE EDGE oSEENOTE3 - 7 SHEET 1 DISTANCE EXTERIOR BACKER ROD & CONCRETE/MASONRY BY OTHERS b 1 1/4' MIN. APPROVED SEALANT BEHIND FLANGE a EMBEDMENT JAMB INSTALLATION DETAIL a : CONCRETE/MASONRYINSTALLATION 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEQASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 71" X 72" NON -IMPACT FLANGE INSTALLATION DETAILS WITHOUT FILLERS DRUMDRG N0. REv J.L. 08-02357 B SCALE NTS I DATE D9/03/14 SNEE'9 OF 12 L. RMRTOLOIILAS P.E. I M WOODFORD RD LE WISVILLE• NC 27023 31•se9-0609 .Damas®Rk+DRSR+.DRm SIGNED: 1111512016 v,•v•ENSFgiP 7 TTAATTrE OF Onot. 6 • A11Ov\\ Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1/2" MIN. EDGE DISTANCE 1 1/4' MIN. EMBEDMENT 1/4" MAX. SHIM SPACE RIGID FILLER 10 WOOD SCREW METAL STRUCTURE BY OTHERS BACKER ROD do APPROVED SEALANT BEHIND FLANGE f 3/4* MIN^r 1/4" MAX. SHIM SPACE CID FILLER 10 SMS OR LF DRILLING BREW RL "Ima RLV DESCRY ow DATE APPRIM0 A REVISED INSTALLATION DETAILS 06/DI/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 R.L. EXTERIOR EXTERIOR INTERIOR INTERIOR 110 SMS OR 110 WOOD SCREW SELF DRILLING SCREW BACKER ROD & RIGID FILLER BACKER ROD do RIGID FILLER APPROVED SEALANT 1/4- MAX. APPROVED SEALANT BEHIND FLANGE SHIM SPACE BEHIND FLANGE 1/4• MAXrFSHIMSPACE NOTES., WOOD FRAMING METAL I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, OR 2X BUCK 1 1/4' MIN. STRUCTURE NOT SHOWN FOR CLARITY. BY OTHERS EMBEDMENT BY OTHERS 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE 3/4" MIN DESIGNED IN ACCORDANCE MTN 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 1/4• MIN. 1/4' MAX. EMBEDMENT I r SHIM SPACE T— I r RIGID FILLER 1/2• EDGE DISTANC / INTERIOR 1 1/4• MAX. SHIM SPACE RIGID FILLER 3/4" MIN. INTERIOR EDGE DISTANCE 1D WOOD I I D SMS OR ijpFSCREWSELFDRILLING SCREWS w000 FRAMING EXTERIOR METAL EXTERIOR BY OTHERS BACKER ROD & STRUCTURE BACKERORBUCKRODk APPROVED SEALANT BY'OTHERS APPROVED SEALANT BEHIND FLANGE BEHIND FLANGE JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE INSTALLATION SIGNED: 1111512016 MI WIND MAKRDOORS, LLC 0WSW. ET ST. GRATZ. PA 17030 J\ 9 v•• GENs IP., 0 6 SERIES185ALUMINUMFIXEDWINDOW73" X 72" NON -IMPACT FLANGE INSTALLATION DETAILS WITH RIGID FILLERS OE OF i' j' AiP MAWDRCw. RLV 08- 02357 B S7S;c0[pNARa 1j1: G Luls R. FL NoLP. E. Om05 osPSGENTSoo[09/ 03/14 [10 OF 12 L. ROBERTO LOMAS P.E. III2WODDFORDRDLEW1SWLLE,NC27W3 134. 68E-0E09 ftmSoYbmasm can CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 BACKER ROD & APPROVED SEALANT BEHIND FLANGE EXTERIOR BACKER ROD & - APPROVED SEALANT BEHIND FLANGE OPTIONAL 1X BUCK - SEE NOTE 3 - 7 SHEET 1 CONCRETE/MASONRY - BY OTHERS 2 1/2' MIN. EDGE DISTANCE 1 1/4' MIN. EMBEDMENT 1/4- MAX. SHIM SPACE RIGID FILLER 3/16' TAPCON INTERIOR 3/16" TAPCON RIGID FILLER 1 /4' MAX. r SHIM SPACE 2 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEAMASONRY INSTALLATION 1 1/4' MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET 1 3/16' TAPCON I 1 1/4' MIN. EMBEDMENT 2 1/2- MIN. EDGE DISTANCE I REVISDNS REV DESCRR`11DN WE 1 •PPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. 0 REVISED NAME AND ADDRESS 10/27/16 R.L. 1/4' MAX. SHIM SPACE RIGID FILLER INTERIOR 1 ` BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL CONCRET&IMASONRY INSTALLATIOM 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 E21 I2 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FLANGE INSTALLATION DETAILS WITH RIGID FILLERS J.L. 1 08-02357 scuF NTS 101111E 09/03/14 1 WO 11 OF 12 L. WOERTO LOW" P.E. II•M PAXWORD RD LE WISVILLE. NC 270" 930-W-OW9 dbrmsobbTasp°.rom SIGNED: 1111512016 5 GEIVSF:9JI% M.-TATPOFt 0 t`• OR10P• i l7SS1pNA 11 aG`N Luis R. Lomas P.E. FL No.: 62514 APPROVED SEALANT BEHIND FIN 6 WOOD SCREW 3/8' MIN jpp 1 EDGE DISTANCE EXTERIOR 1 1/4" MIN. EMBEDMENT WOOD FRAMING BY OTHERS 1/4' MAX. SHIM SPACE INTERIOR 1/4" MAX I SHIM SPACE 3/8" MIN j 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 WOOD FRAMING --I 1/4' MAX BY OTHERS SHIM SPACE 16 WOOD INTERIORSCREW 1 1/4' I EMBEDMENT APPROVED SEALANT BEHIND FIN EXTERIOR 3/8' MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION REVISIONS RLV DESCRIVIIDN DUE I PPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 R.L. NOTES: t. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2t 12 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 MAW. DRc N0, J.L. 08-02357 r TS 0' 09/03/14 SH'E112 OF 12 L. ROBERTO LOW P.E. 1432 WOODFORD RD LEWISWLLE, MC 27023 434- W04W 4bn%n**bmusOR.am SIGNED: 1111512016 o 7o TTAATTVOF Lam; REv i'o •'c[pR10: • e , SS/ONA j10G` Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online Page 1 of 3 TU - i e;• 9 { r { P art a= Horne ! Log to I user Regisbation Hot Topics I subndt surcharge I stag a Pass ; Publications ! Fae Stan ; gas site Map I Unca I search Product Approval pr USER: Public Userdb Product Approval Menu > PreWuR or Aooli[atlun searen a Aooli[ation List > Application DGWII FL # FL15353-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived D Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlingeromiwd.com Authorized Signature Brent Sitlinger bsitlingerOmiwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from:a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas, PE the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE G 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 Standard AAMA 450 Method 1 option D Year 2010 https://www.floridabuilding.orglprlpr_app_dtl. aspx?param=wGEVXQwtDgtH85 72gvdWIS... 2/ 1 /2018 Florida Building Code Online Page 2 of.") Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Orndurfe 10/16/2017 10/23/2017 10/26/2017 12/12/2017 FL * Model, Number or Name Description 153S3.1 S764 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVH2:: No FL15353 R3 II 08-014488.odf Approved for use outside HVHZ, Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL1S3S3 R3 AE 5120728.0df span: 104-1/4". Created by Independent Third Party: Yes 15353.2 5764 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVH2: No FL15353 R3 II 08-01439B.odf Approved for use outside HVH2: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: S2-1/8" x 84". Max mullion FLiS3S3 R3 AE 5120638.odf span: 83" Created by Independent Third Party: Yes 1S353.3 S765 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVH2: No FL1S3S3 R3 It 08-01449B.odf Approved for use outside HVH2: 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 FL1S3S3 R3 AE S12073B.odf span: 156-3/8" Created by Independent Third Party: Yes 1S353.4 5765 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVH2: No FL1S3S3 R3 It 08-01440B.odf Approved for use outside HVH2: Yes Verified By: Luis R Lomas, PE PE-62S14 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FLiS353 R3 AE S12064B.odf span: 831. Created by Independent Third Party: Yes 15353.S CM- 18514 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVH2: No FuS353 R3 II 08-014428.odf Approved for use outside HVHz: Yes Verified By: Luis R Lomas, PE PE-62S14 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: S2-1/8" x 84". Max mullion FLI.S353 R3 AE 512066B.odf length - 83". Created by Independent Third Party: Yes 153S3.6 CM-18S20 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVH2: No FL1S3S3 R3 It 08-014518.Ddf Approved for use outside HVH2: Yes Verified By: Luis R Lomas, PE PE-62S34 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 FL1S3S3 R3 AE S1207SB.ndf span - 156-3/8" Created by Independent Third Party: Yes 15353.7 CM-18S23 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVH2: No FLIS353 R3 II 08-01452B.Ddf Approved for use outside HVH2:: Yes: Verified By: Luis R Lomas, PE PE-62S14 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - S2-1/8" x 84". Max mullion FL15353 R3 AE 512076B.odf span - 104-1/4". Created by Independent Third Party: Yes 15353.8 CM-18531 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVH2: No FL1S3S3 R3 II 08-01443B.Ddf Approved for use outside HVH2: Yes Verified By: Luis R Lomas, PE PE-62514 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH85 72gvdWIS... 2/ 1/2018 Florida Building Code Online Page 3 of 3 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: S2-1/8" x 84". Max mullion FLIS353 R3 AE 512067B.odf span - 83" Created by Independent Third Party: Yes 153S3.9 CM-18S32 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVH2:: No FL1S353 R3 II 08-014538.odf Approved for use outside HVH2: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - S2-1/8" x 84". Max mullion FLIS353 R3 AE 512077B.odf span - 156-3/8" Created by Independent Third Party: Yes 153S3.10 CM-18533 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ:-No FL15353 R3 II 08-01444B.odf Approved for use outside HVH2: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R3 AE 512068B.odf span: 83" Created by Independent Third Party: Yes 15353.11 CM-18534 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVH2: No FL15353 R3 II 08-01454B.odf Approved for use outside HVH2: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: S2-1/8" x 84". Max mullion FL15353 R3 AE 5120788.odf span: 156-3/8'. 1 Created by Independent Third Party: Yes eadt Q Contact ((f :: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone: 950-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007.2013 State at Florida.:: Prlvad Statement :: ACCesSibllity 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 BSO.487.139S. -Pursuant to Section 45S.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have One. The !mils 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 It you are a licensee under Chapter aSS, F.S., please click here . Product Approval Accepts: FM cm FS75- Ewa M Credit Card: Shafe https://w,A,w-floridabuildina.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWIS... 2/1/2018 NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WINO ZONE 3. 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULI_ION. 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 SWILL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INOMDUAL 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 ANa MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT. DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REOUIREO 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 EOUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP I. TRIBUTARY WIDTH - WI + W2 2 RENSgNS RCV DESCRmR(IN CAM A RLVISEO INSTALLATION OETAILS 06/10/15 0 REVISEO ANCHORING NOTES & INSTL OET. 06/07/17 ANCHORING NOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE # 10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 1/4' ELCO ULTRCON TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT WITH 1' MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 3) FOR ANCHORING INTO METAL USE #10 SMS OR SELF DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 4) ALL FASTENERS TO BE CORROSION RESISTANT. 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS. AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 8. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). 0. METAL STRUCTURE -STEEL 18GA (.048') FY=33KS1/FU=52KS1 OR ALUMINUM 6063-T5 FU-30KSI .062" THICK MINIMUM. 6) FOR ATTACHING WINDOW UNITS TO MULLION USE 010 SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE MULLION WALL. LOCATE SCREWS 6" FROM EACH MULLION ENO AND 12" MAX. O.C. THEREAFTER. STAGGER SCREWS AT EACH WINDOW. TABLE OF CONTENTS SHEET NO. DESCRIPTION I NOTES 2 CONFIGURATIONS AND OP CHART 3 INSTALLATION DETAILS 4 COMPONENTS MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ• PA 17030-0370 5764 — VERTICAL MULLION 83" MULLION SPAN GENERAL NOTES V.L. 1 08-01439 sate NTS IWE 01 / 1 1 / 12 SNEE7 1 OF 4 L ROWRTO LOMDS P.E. I4M N17OOFORO RO LEtMVXLE, NC 27023 434.6804M dbuMS01mbnaJMeant ApPRoww R.L. R.L. SIGNED: 1011312017 0 Nv •GENS;giP T L; EE DOFF 3./4_ Luis R. Lomas P.E. FL No.: 62514 107 3/8" COMBINED WIDTH W1 3' BJ J FRAME HEIGHT WINDOW WINDOW MULLION SPAN) J J 107 3/8' COMBINED WIDTH WI -• W2 63' LwFRAME HEIGHT WINDOW MULLION SPAN' J J L- 107 3/8' COMBINED WIDTH F_ W1 -I[- W2 83' J J WINDOW 1 FRAME HEIGHT WINDO 1 WINDO MULLION SPAN' J 1 J W1--- 4-W2 107 3/8' COMBINED WIDTH Design pressure rating (pst) Mullion an in Tr butary width (In) 18. 13 25.50 3&00 42.00 48.00 52.13 25. 00 120.0 120.0 120.0 120.0 120.0 120.0 37. 30 120.0 120.0 120.0 120.0 120.0 120.0 49. 62 120.0 98.3 61.2 76.9 75.2 75.1 62. 00 71.0 52.2 39.7 35.9 33.4 32.3 65. 63 59.6 43.7 33.0 29.6 27.4 26.3 77. 00 44.9 32.7 24.4 21.8 19.9 19.0 8/. 00 28.1 1 20.3 1 - URGE AND SMALL MISSILE IMPACT, LEVEL O, WINO ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. 107 3/8' COM13INEO WIDTH W1 - ir- W2 83' L., FRAMEWINDOW HEIGHT MULLION SPAN) J 1 11 J 107 3/8" COMBINED WIDTH FWII - W2 83, 1 J WINDOWI I FRAMEJ HEIGHTMULLION SPA J J wI IF- w2 - 107 3/8- COMBINED WIDTH R( VISIGNS I RLV I 0ESCRV11oN I wn: I A"ROWD A REVISED INSTALLATION DETAILS 06/10/13 R.L. I DREVISEDANCHORINGNOTES & INSTL OET. 06/07/17 R.L. 107 3/8. COMBINED WIDTH I •- FW_ W2 83" WINDOWFRAMEHEIGHT rtWINDOWMULLIONSP1' 1 J W I --I I- W2 107 3/8' COMBINED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 "'AS SHOWN HEREIN. Desiqn pressure rating (psi) with rebar Mullion span ( In) bulary width In It13 25.50 36.00 42.00 48.00 52.13 25. 00 120.01 120.0 120.0 120.0 120.0 120.0 37. 38 120.0 120.0 120.0 120.0 120.0 120.0 49. 63 120.0 98.3 81.2 76.9 75.2 75.1 62. 00 95.2 70.0 53.3 48.1 44.0 43.4 65. 63 80.0 58.6 44.2 39.7 36.7 35.3 M72. 00 60.3 43.9 32.8 29.2 26.7 25.5 BI. 00 37.7 27.3 20.1 17.7 16.0 1 15.1 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ. PA 17030-0370 5764 - VERTICAL MULLION 83" MULLION SPAN APPROVED CONFIGURATIONS AND RATING CHARTS DRAW am No. aEv V. L. 08-01439 8 NTS 10"c 01/11/12 jS'W2 OF L. ROBERTO LOMAS P.E. 1432 WOODFORD RO LEWISVILLE, NC 27023 434. 680-0609 IGUMS&AMMS com SIGNED: 1011312017 GENs' 9 D5 STATE OF ; i rrs ONA Luis R. Lomas P.E. FL No.: 62514 4- 4' 1 11 1 11 1 II 1' MIN EDGE DISTANCE MASONRY/CONCRETE BY OTHERS 1 1/4' MIN. EMBEDMENT I 1/4' ELCO ULTRACON TAPCON SECT5796 CLIP OPTIONAL REBAR SECT5764 MULLION MT000022 CLIP 110 WOOD SCREW I 1 3/ MIN. EMBEDMENT WOOD FRAMING/ 1/2" MIN.L 2X BUCK y EDGE BY OTHERS DISTANCE VERTICAL CROSS SECTION MASONRYXONCRETE AND WOOD FRAMING INSTALLATION NOTE: CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE, R&MON5 oESCRIP11001 W1IC DETAILSAVWRNCOREVISEDINSTALLATIONDETAILSOG/10/IS R.E. REVISED ANCHORING NOTES B INSTL OCT. 06/07/17 1 R.L. MT000022 CUP 110 SMS OR SELF DRILLING SCREW METAL 1/2" MIN STRUCTURE EDGE L BY OTHERS DISTANCE VERTICAL CROSS SECTION METAL INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 576A — VERTICAL MULLION 83" MULLION SPAN INSTALLATION DETAILS MAWR. 7ND. V.L. 08-01439 sc41 NTS I D"TE 01/11/12 1 SKL"3 OF 4 L ROGER TO LO VAS P.E. 1432 WOODFORD RO LENIISVXLE NC 27023 434•666-0609 dames@*Awmvecom SIGNED: 1011312017 sv STAT 5EOF ; e REv ORIOGn, Luis R. Lomas P.E. FL No.: 62514 I-- 2.140" —I U 1.125" SECT5764 MULLION ALUMINUM 6005-175.125' THICK f-- 0.688" 7 1.531 " RF-14 2 REBAR 16 GA (.062) GALVANIZED STEEL NOTES: 1. CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE. 2. FOR W000 do METAL INSTALLATION USE ALL FOUR ANCHOR LOCATIONS. 3. FOR CONCRETE INSTALLATION USE 2 ANCHOR LOCATIONS ONLY WITH 3 1/4" SEPARATION BETWEEN ANCHORS. 3.261' — 1.375" 0.6251 F RLNSgNS RN pESCRwM0N CARE MPROVEO A RENSEO INSTALLATION DETAILS 06/10/15 R.L 0 REVISED ANC14ORING NOTES & INSTL OCT. 06/07/17 IR.L L 3.250' 0.8433' 1 4.000' O 1.000" 3.750" MT000022 CLIP _ 16GA (.0637 GALVANIZED STEEL SEE NOTE 2 6 3, THIS SHEET. 3.750" 2.189' IX 0" 0.375" 1 0.843' 1.562" 2X 00.210' 1.562" !:di SECT5796 CLIP FOR WOOD FRAMING INS TAUATION ALUMINUM 6063-T5.125' THICK 2.032' 2.675" 0.841 3- SECT5796 CLIP 2x 00.210' FOR CONCRETE INSTALLATION ALUMINUM 6069•T5.125' THICK SIGNED: 1011312017 Ml WINDOWSD LLC 1 1I ILO 650 WEST MA ET STR ET S1 //// GRATZ, PA 17030-0370 ter •GENSFq`r Oy6F 5764 - VERTICAL MULLION 83 MULLION SPAN COMPONENTS A , TATiv ORAWK owc NO. REv'FS.j1•,(ORIOP' 08 01 39 B js ONA j1 a Luis R. Lomas P.E. FL No.: 62514 s. arcNTS 01/11/12 4 OF 4 L.ROeERTOLOMASP.E. 1432 WOODFORD RO LEW1SVTUE, NC 2703 4J4.6"4609 esoft fjw co. Florida Building Code Online Page 1 of 3 I a e y lleOD 8e1S Home I Log In User Registration j Mot Topics SubmR Surcharge Stats & Facts j Publications F8C Stall SaS site Map Links Search lori a r n_ Product Approval I USER: Public User t nnr lftu;-a yam Product Approval Menu > Product or Aooliution Search > Application List > Application Detail FL # FL13223-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method C James Hardie Building Products, Inc. 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 pingsheng.zhu@jameshardie.com Pingsheng Zhu pingsheng.zhu@jameshardie.com Pingsheng Zhu 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Pingsheng Zhu 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 pingsheng.zhu@jameshardie.com Panel Walls Siding Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By John Southard, P.E. R/ Validation Checklist - Hardcopy Received Certificate of Independence FL13223 R4 COI RIO - Certificate of Indeoendence.odf Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13223 R4 Eouiv RI0-2692E-17 ASTM C1186 eouiyalencv.odf j htt://,A ww.floridabuildin .or / r/ r_a dtl.as x? aram=wGEVX wtD vRk6bsvZ66FC... 2/6/2018PggPPPP_ P P Q q Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 08/09/2017 08/25/2017 08/28/2017 10/10/2017 FL # Model, Number or Name Description 13223.1. Cempanel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVH2: Yes FL13223 R4 11 cemoanel-installation.odf Approved for use outside HVH2: Yes FL13223 R4 ii NOA 17-0406.06.odf Impact Resistant: Yes FL13223 R4 II RIO 2689-17 Panel to Furrino.odf Design Pressure: N/A FL13223 R4 )I RIO-2686-17 Panel Wood Metal Frame.odf Verified By: Ronald I. Ogawa 24121Other: For use inside a HVH2 install in accordance with NOA 17-0406.06 Created by Independent Third Party: No Evaluation Reports FL13223 R4 AE NOA 17-0406.06.Ddf FL13223 R4 AE RIO 2689-17 Panel to Furrino.odf FL13223 R4 AE RIO-2686-17 Panel Wood Metal Frame.odf Created by Independent Third Party: Yes 13223.2 HardiePanel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVH2: Yes FL13223 R4 II HardiePanel-Installation.Ddf Approved for use outside HVH2: Yes FL13223 R4 II NOA 17-0406.06.odf Impact Resistant: Yes FL13223 R4 11 RIO 2689-17 Panel to Furrino.odf Design Pressure: N/A FL13223 R4 11 RIO-2686-17 Panel wood Metal Frame.odf Verified By: Ronald I. Ogawa 24121Other: For use inside a HVH2 install in accordance with NOA 17-0406.06 Created by Independent Third Party: No Evaluation Reports FL13223 R4 AE NOA 17-0406.06.Ddf FL13223 R4 AE RIO 2689-17 Panel to Furrino.odf FL13223 R4 AE RIO-2686-17 Panel Wood Metal Frame.odf Created by Independent Third Party: Yes 13223.3 Prevail Panel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVH2: Yes FL13223 R4 Il NOA 17-0406.06.odf Approved for use outside HVH2: Yes FL13223 R4 11 Prevail-Panel-Installation.odf Impact Resistant: N/A FL13223 R4 11 RIO 2689-17 Panel to Furrinci.odf Design Pressure: N/A FL13223 R4 II RIO-2686-17 Panel Wood Metal Frame.odf Verified By: Ronald I. Ogawa 24121Other: For use inside a HVH2 install in accordance with NOA 17-0406.06 Created by Independent Third Party: No Evaluation Reports FL13223 R4 AE NOA 17-0406.06.odf FL13223 R4 AE RIO 2689-17 Panel to Furrino.odf FL13223 R4 AE RIO-2686-17 Panel Wood Metal Frame.Ddf Created by Independent Third Party: Yes Back Next Contact tls :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: SSO-487-1824 The State of Florida is an AA/EEO employer. CoovNoht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 8S0.487.139S. 'Pursuant to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The !malls 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: OEM Gatti http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FC... 2/6/2018 Florida Building Code Online Page 3 of 3 Cridin Card Safe http://"-A,. floridabuilding.org/prlpr_app_dtl. aspx?pararn=wGEVXQwtDgvRk6bsvZ66FC... 2/6/2018 Florida Product Approval HardiePanel® Siding For use inside HVHZ: o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 17- 0406.06. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Reports RIO-2686-17 or RIO-2689-17. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. Hardie Panel "AZ>o. Vertical Siding JamesHardie EFFECTIVE SEPTEMBER 2013 FM INSTALLATION REOUIREMENTS RESIDENTIAL SINGLE FAMILY ONLY - PRIMED & COLORPLUSa PRODUCTS Visit vo wvvv iameshardte.rem 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 HZ10TM PRODUCTS OUTSIDE AN HZ100 LOCATION WILLVOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 STORAGE & HANDLING: Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and corners from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. CUTTING INSTRUCTIONS OUTDOORS INDOORS 1. Position arcing station so that wind wall blow dust away from tw 1. Cut only using score and snap, or shears (manual, electric or pneum Tic). and others in wow area 2. Position cutting station in wall -ventilated area 2. Use one of the folovwng methods: a. Best i. Score and snap 1. Shears (manual, electric or pneumatic) NEVER use a power saw indoors b. Batter: i. Dust reducing circular saw equipped with a NEVER use a circular saw blade that dos not carry the HardkBlade saw blade trademark HardieBlW saw blade and HEPA vacuum extraction NEVER dry sweep —lose wet suppression or HEPA Vacuum c Good: i. Dust reducing circular saw tvilh a HardeBlade saw blade only use for low to moderate cutting) Important Note: For maximum protection (lowest respirable dust produaion), James Hardin reaornmends aNafis usig'Best'-kvel aAthg methods where feasible. MOSH- approved respirators can be tsed in conjunction YAM above cutting practices to further reduce dust exposures Additional egxsure information is available at wuvw janxstuardue.00m to help you determine the most appropriate cutting method for your job requirements I( Cori m still exists about exposure level; or you do not cornply with the above Maim you should always consult a qualified industrial hygienist or contact Jam Hardie for further information. S141811106 GENERAL REQUIREMENTS: These instructtons to be used for residential single family installations only. For Commercial / Mutd-Family installation requirements go to www.JamesHardieCommercial.com HardiePanel' vertical siding can be installed over braced wood or steel studs spaced a maximum of 24" D.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 (rainscreeNfurring) as a best practice. Information on installing James Hardie products over foam can be located in JH Tech Bulletin 19 at www. iamehardie.com A water -resistive barrier is required in accordance with local building code requirements. The water -resistive barrier must be appropriately installed with penetration and junction flashing in accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardieWraps Weather Barrier, a non -woven non -perforated housewrapl , which complies with building code requirements. When installing James Hardie products all clearance details in figs. 5,6,7,8,9,10&11 must be followed. Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10'. Do not install James Hardie products, such that they may remain in contact with standing water. HardiePanel vertical siding may be installed on vertical wall applications only. DO NOT use HardiePanel vertical siding in Fascia or Trim applications. Some application are not suitable for ColorPlus. Refer to ColorPlus section pa a 3. DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie" Products. For larger projects, including commercial and multi -family projects, where the span of the wall is significant in length, the designer and/or architect should take into consideration the coefficient of thermal expansion and moisture movement of the product in their design. These values can be found in the Technical Bulletin 8 " Expansion Characteristics" at www.JamesHardie.com. INSTALLATION: Joint Treatment Fastener Requirements • Vertical Joints - Install panels in moderate contact (fig. 1), alternatively Positionfasteners3/8" from panel edges and no closer than 2" away from corners. Do not nail into corners. joints may also be covered with battens, PVC or metal jointers or HardiePanel Vertical Siding Installation caulked (Not applicable to ColorPlus Finish) (fig. 2). Horizontal Joints - Provide 2-flashing at all horizontal joints (fig. 3). Framingmustbeprovidedathorizontalandverticaledgesfornailing. Figure 2 Figure 3 HardiePanelverticalsidingmustbejoinedonstud. water -resistive earner water -resistive bather Double stud may be required to maintain minimum edge 4 stud water•resistive water-resisilwe 2 >< a stud border barrier nailingdistances. ._upperpanat .—upper panel Figure 1 stud water - resistive DO not 1l4" cup fC not1/4"lap Caulk Caulkbarriersheathing HardiePanel Batten Joint °H° Joint '2-8astting t t3( `'2•flasningt 00 vertical siding water -resistive baffler - decorative keep nails \ ft 4 stud hano board 3/8' min. C panU . _ Vinci from panelLLedgesplate 0o Figure 4 I leaetween Recommendation: when 0 panels, then caulk installing Sierra 8, provide Caulk Joint a double stud at panel moderate contactleefasteners Y 3 (Not applicable m ColarPhs• Finish) joints to avoid nailing P 'Apply = fit In accordance YAM caulk through grooves. away from comers manufacbuer's wriaen application instructions. For additional information on HardieWra TM Weather Barrier, consult .lames Hardie at 1-866-4Hardie or www.hardievra .com WARNING: AVOID BREATHING SILICA DUST James Hardie• products contain respirable crystalline silica. which Is M m to the State of California to cause cancer and is considered by IARC and NOSH to be a cruse of cancer from some oeMpational sources. ereaming excessive amounts of respirade silica our, an also cause a disatiling and potentially fatal lung disease called silicads, and has been linked with other diseases. Some studies suggest smoking may Increase these risks. During installation or handling: ill work in outdoor areas vlM ample vemilauon; (2) use fiber cement stirrers for tuning or, where not feasible, use a HardieWde• saw blade and dust -reducing circular saw attached to a HEPA tzduan: 3) warn others in the immediate area; (4) we2r a prooerly-f f ed. raOSH-approved dust mask or respirator (e.g. *95) in accordance vim applicable government regulations and mianutacturer instructions to funkier lima respirable sflia emo9rres. During clean-up, use HEPA vacuums or wet daanud mr:in= - never ay sweep. For further owmation, refer to our installation instructions and Material Safety Data Sho avallade at WAv lameshariletorn or by Calling t-800.9HARDI= (I.800.942.7343). FAUAIRE TO ADKRE TO OUR WARMNGS, MSOS, AND INSTALLATION INSTRUCTIONS MAY LEAD TO SEROUS PERSONAL WuRY OR DEATH. HS1236 - P1/ 3 1113 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 IA" compliance with local building code 2" clearance between between James Hardie products and decking material. surfaces, flashing and counterflashing shall be installed per the roofing clearance between the bottom of James requirements for clearance between James Hardie® manufacturer's instructions. Provide a Hardie products and the bottom edge of the siding and products and paths, Figure 7 minimum 1 % 2" clearance between horizontal flashing. the adjacent finished grade. steps and driveways. Figure 5 5Stud Figure 6 rims I s- i I r/ 1• I t oometewtowatim Maintain a minimum 1" gap between gutter end caps and siding & trim. Figure 9 gutter and end cep 1i JVI siding I vuater resistive l tamer deck material 2' mi 1joistn':, 7P, shing edger Do not bridge floors with HardiePanel® siding. Horizontal joints should always be created between floors (fig. 10). Water - Resistive Barriw Framing Figure 10 Horiantal Flowing Trim sneatHng t85Gi8 ' Hardieaend° BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 1 ' or larger such as dryer vents should have a block of trim around point of penetration. GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie is not responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when installing James Hardie products near the ocean, large bodies of water, or in very humid climates. Consult applicable product evaluation or listing for correct fastener type and placement to achieve specific design wind loads. NOTE: Published 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 n Flush tLj 57711 Countersunk, fill &add nail Figure A Figure B do not under drive nails oo,+or srnvt-E the roofing and the bottom edge of the Do not caulk gap. siding and trim. Refer to fig. 3 on Figure 8 page 1. I %1'-2'min. KICKOUT FLASHING Because of the volume of water that can pour down a sloped roof, one of the most critical flashing details occurs where a roof intersects a sidewall. The roof must be flashed with step flashing. Where the roof terminates, install a kickout to deflect water away from the siding. it is best to install a self -adhering membrane on the wall before the subfascia and trim boards are nailed in place, and then come back to install the kickout. Figure 11, IOckout Flashing To prevent water from dumping behind the siding and the end of the roof intersection, install a "kickout" as required by IRC code R905.2.8.3 : `...flashing shall be a min. of 4" high and 4" wide." James Hardie recommends the kickout be angled between 1000 - 1106 to maximize water deflection Figure 11 PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A flush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail is driven. If setting the nail depth proves difficult, choose a setting that under drives the nail. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). HS1236 - P213 8f13 A- >o. CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. DO NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section CUT EDGE TREATMENT PAINTING Caulk, paint or prime all field cut edges. I DO NOT use stain, oil/alkyd base paint, or powder coating on James HardieO Products. James Hardie products James Hardie touch-up kits are required must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are to touch-up ColorPlus products. recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling is recommended if the siding is sprayed. COLORPLUS° TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should be taken when handling and cutting James Hardie® 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 ColorPlus6 Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePanelm siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus® product dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third parry touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. The following outlines the recommended applications for ColorPlus and Primed panels. Not all designs will be suitable for every application: Exposed fasteners or battens is the recommended application for ColorPlus panel products Do not use touch-up over fastener heads for smooth ColorPlus products - primed panel recommended For ColorPlus panel applications that require fasteners in the field, it is acceptable to use touch-up over fasteners for Cedarmill and Stucco panel only, but correct touch-up application is important. Some colors may show touch-up when applied over fasteners. Trim is recommended to cover joints when appropriate. PAINTING JAMES HARDIE° SIDING AND TRIM PRODUCTS WITH COLORPLUSA TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oil/alkyd base paint, or powder coating on James Hardie® Products Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature RECO6N & In accordance % th IMES Evaluation Report ESR-1 a44, HardlePane0 vertical.siding is recognited as a s itahle afternme to that specified In: the 2006.2009, 8 2012 International Resdendail Code to one -and Tvr_-Famlly Owamngs and Me 2006, 2009, 8 2012Intemaumal Bung Code. HardePand vertical sdmg is also recogn@ed for application In the fdWAng: Ory C Lw Angeles Research Report No. 24862, State of Ftodda lisdng FLA889, Dade GDunA. Aorida NOA No. 02-0729.02, U.S. OM of HUD Materials Release t 263c, Texas Department of Insurance Product Evaluation EC-23, City of New York MEA 223-93-M, and California BSA PA-01 S. These documents stuatld also be consulted tar additional informadon concerning the srltaoglry of this productfor specific applInadons. 2013 James Hardie Building Products. All rights reserved. m TM. SM, and ® denote trademarks or registered trademarks of Additional Installation Information, James HardieTechnology Limited 0 is a registered Warranties, and Warnings are available at Jae esHard e trademark of James Hardie Technology Limited. www.jameshardia.com rol HS1236 - P3/3 6/13 Fo"awMIAMI-DADE COUNTY e Ili ACCUMM ACCREOrTEDgLA&C"TM July 30, 2017 Pingsheng Zhu, P:E. Product Compliance Engineer James Hardie Building Products 10901 Elm Ave.. Fontana, CA 92337 Re: NOA-17-0406.06 Relative to FBC 2017 Project RIO-2679AA-17 Dea'Pingsheng: After review of the.2017-FBC, it is my opinion that the currerit`NOAA7-0406.06 is'in corripliance With the 2017 Florida Building Code. Referenced Standards in 'the•2017 FBC: 1. Wood: AWC NDS-2015 S SDPWS-2015 2. Structural Loads: ASCEISEI-7-10 3. Concrete: ACE-318-14 4: Masonry: TMS402-20161AC1530-131ASCE-5-13. S. Structural Steel: AISC 360-10 (Including manual of steel construction 2016 (1411'eddion)) 6. Cold -formed Steel: AIS1 100.12 7. Aluminum: ADM-1-2015 In addition, I am making the following Statement. of Independence as requested:. 1. Ronald Ogawa. does not have nor does it intend.to acquire or will it acquire any financial interest in any company manufacturing or distributing products for which evaluations are issued. 2.. Ronald Ogawa is not owned, operated or controlled by any company manufacturing or distributing products it evaluates or inspect 3: Ronald Ogawa Inc does not have, not will it acquire a financial Interest In any company manufacturing or distributing products for which reports are being issued. 4. Ronald Ogawa does not have, nor will it acquire a. financial intent in any other entity involved 'in'the approval process of the product. Should you have'any questions on anything, please contact me. Sincerely, Ronald I. Ogawa, P.E. U RI Ogawa & Associates, Inc. IAS Laboratory Approval, TL 360 1AS Quality Control Agency, AA-705 CRRC Approved Testing Laboratory for Solar Reflectance and Emissivity State of Florida Approved Validator and Third Party Quality Control Agency 714) 292-2602 ron(ftooawa.com CC: Roger Ogawa - RI Ogawa & Associates, Inc:: Karen Ogawa - RI Ogawa & Associates, Inc: trtle$•QGAWq- 41 it STAB OF cu . jo essrotaa-,t Lab Address: 1985 Sampson Avenue. Corona, CA 92879 • Phone (714) 321-4939 • Fax (714) SM1815 • E-mail: rooer(a)rioaaaa-com Mailing Address: 16835 Algonquin St. 0"3. Huntington Beach. CA 92649 • Phone (702) 491-3710 • Fax (714) 90&1815 •'E-mail: debby6briaaawa.cam Engineering 4 Quality Control • Product Development 9 Inspections • Code Consulting • Expert Witness • Testing M IAM 1•DADE e MIAMi-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economv James Hardie Building Product, Inc. 10901 Elm Avenue Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: "Hardie", "Cem" and "Prevail" Planks and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I.Ogawa, P.E., bearing the Miami -Dade County Product Control renewal stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo; Plant City, Florida, and the following statements: "ASTM C 1186 Type A compliant" and "Miami -Dade County Product Control Approved" is to be located on each siding plank or panel and per FBC 1710.9.2 and 1710.9.3 on soffit panels. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words •Miar i Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 15-0122.04 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrera, P.E. NOA No. 17-0406.06 Expiration Date: May 1, 2022 Approval Date: May 4, 2017 IZ'7 12,a 17 Page 1 James Hardie Building Products. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED A. DRAWINGS "Submitted under NOA # 13-0311.07" 1. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction', sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I.Ogawa, P.E. B. TESTS "Submitted under NOA # 13-0311.07" 1. Test reports on 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of HardiePlank, HardieSoffit and HardiePanel, prepared by Intertek Testing Services NA LTD, Test Report No. 100733361COQ-004, dated 08/24/2012, with revision 1 dated 04/25/2013, signed and sealed by Rick Curkeet, P.E. Submitted under NOA # 02-0729.02" Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves P.E. 3. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves P.E. 4. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS "Submitted under NOA # 15-0122.04" 1. Statement letter of code conformance to the P edition (2014) FBC issued by Ronald I.Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa, P.E. k047/7-01#7 Carlos M. Utrera, P.E. Product Control Examiner NOA No. 17-0406.06 Expiration Date: May 1, 2022 Approval Date: May 4, 2017 E-1 a W W O N 3 r c 0 Z .c m ci caa.V ESz m 0 dam' 2 W s c $ dm6 E c 5m- nr7 c aka iv got E m • Q o E eA Nm m f , D) , o.2 0 o v coo m V d •- c-S44ag r O my E ov a . n c 5y E o U Q E t c L m QEMgam c to15 ` a a' -a c ` Zacac "' to o f m • o Z. o«• Z p poi I B fl- (u mac . cad 18) Wa2 pm I vo to c acm v= U`020) c81 B:1E L}i _ I1aci °dam- at.L°cmQoc a ZmAV m r`1' 3 E C aka Ayyrf6 acix Qco anoc' L Eo 12u5 as y ct O/ 0 m C j Q Af E 01 ` y L . 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I II• II II I• I I tn1aDuCr REVISED e aa*yim6 Milk *0 Flom rpdad. FJ MM NOMINAL ENED WITH 51W WAFER HEAD SCREW8" STEEL SFAST(2 PER OP 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 S.EA I.ING It NOMINAL 518" THICK / 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A N0.8-18, 0.315' HEAD DIAMETER X 1-1W LONG BUGLE HEAD SCREW CLADDINGTHEPANEL IS FASTENED WITH NO. 8-18, 0.315" HEAD DIAMETER X 1-5/8' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACE SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding Framing II Sheathing II I• I I I II I•I 1.1 I I I Il I I I I 111 I r 06A ' 1 I • I I'' ,, .• ' SAC , — 0. i21 I -o STATE OF FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND NOTPARTF 7H S APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FGRAVITY OR THESE LOADS)RE HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10g01 Elm Avenue Fontana, CA 92337 G. PNL- PLI(-SOFF FaX 909-027-0634 A Creator: E Gonzales soue 1" a 1'-0" Date: 4124/2013 SHEET 4 OF 12 B T WALL 3/4" Minimum Q_ TAtL-6 i M 36 with Do C No 16 r PRODUCT RENEWED as complying with the Florida Building Code NOA-No. 1 T-0406.06 16" LENG SEE MOQUCT DESCC IE-D-09 DETAIL A HardlePlank®, CemplankO, & PrevallO Plank Lap Siding materials nt NAOuuCilr it rnr n . L'r' = as >;o w*h, qe Florida Distance Sheathing fastener, as described in Note 1 711 Nitro) at 16" O.C. (typ.) Siding fastener, as described in Note 2 HardiePlank, Cemplank, Prevail Lap Siding r Water-resistivebarrier per Florida Building Code Section 1404,25 plyAPAratedplywood sheathing fastened in accordance with Florida Building Code Section 2322. 3 Expiration teDS10112022 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed By by the Architect or Engineer of Record In Miami i a Product Control compliance with the Florida Building Code. 5/ 8" thick / 5 py APA are nonasbestos tibereeme productstestedinaccordancewith ratedplywoodASTMCllegGradeIt, Type A and sheathing in meeting the requirements of the accordancewithFloridaBuildingCode. Florida Building Code Section 2322.3 P_AkDJrVIE ISION$ Water- reslstive banter per Florida Width Length Thickness 59_ 1/2 12' 5/16" Building Coda Section 14042 ' QpICzN @SSUR RA?NQ 2" X 4" S-P-F installatlon Design Prei sure Wood Studs Wood Studs -92 psf Lap Siding impact Resistant - Planks Installed over 5/8" thick 15 ply i. lW tall x 51iG" APA rated plywood sheathing thick slar'10 strip H_. AR 11=P_L9N.K CEMPI y PREVJ4II l1 S1171NG,J1S7ILl.LATIOSIDA_ . All Installation shall be done in conformance with Ihls Notice of Acceptance, the manufacturer's Installation recommendations, and the applicable sections of the Florida Building Code. Wood studswhereHardiePlank, Cemplank, Prevail Lap Stding will be installed shall bo designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A. Note 1) 5/8"thick / 5 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Buildng Code Section 2322.3. Planks shallbeappliedhorizontallycommencingfromthe bottom course of the well with 14/4" wide laps at the top of the plank such that the exposure area of each plank Is:5 8-1/4" vertically. Note 2] The siding fastener shall be a 2-1/2' long, 0.223" head diameter, 0.092" shank diameter, corrosion -resistantsidingnail; The siding is fastened s 8-1/4" O.C. vertically niV' O.C. horizontally: o izofastenersfasteners are driven into wood studs through Ste" thick 16 ply APA rated plywoodpP, g p are placedIntheoverlappingareaapproximately3/4' from the bottom edge of the overtopping lank. Vertical Joints shall be placed over studs. The planksshallbeinstalledover5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum of 2"X4" S-P-F wood studs spaced a maximum of 16" O.C. Fasteners shall have a minimum edge distance of 3W. HARDiEPLANK, CEMPLANK, PREVAIL LAP SiDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. A0901 Elm Avenue Fontana, CA 92337 17e F9CM NO ov.0 No RE A PNL- PLK-SOFF 1 Creator. E, Gonzales NOW 1/2" =1'0 I • Date: 4124/2013 ISHM 5 OP 12 Fastener Spacing per Florida i Building Code Section 2322.3 16 in. OC Cladding I !' I• Framing I I Fastener Spacing per Florida Sheathing PRODUCT RENEWED Building Code Section 2322.3 as complying with the Florida • IBuildingCode NOA-No. 17-0406.06 .._.._. —.- 0.75in Explrailon u e05/01/2022 By M lami-Dadfi Product Control 1•RODIJCTRI=YZS>r -- ----- . • • I a oomplyimg with. 00 Florida Bw7diog Cc& wonep naellor -21.07 A14s lay s8.251n. tK' ad`Y'°e"aCa"n°! FR-AMINCz 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 SHF,ATHIN_O. NOMINAL 6/8" THICK IS PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 2322-3 CLADQJ, PLANKS.OVERLAP 1-1/4' THE EXPOSURE IS 56-1/4" 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 PRODUCTBEVISFD \\ _ s;• acepplying w1611e flwas No. 121 y ` " 0 STATE OF . cis- L..t .....•••• GASSo RID ANAL E Itt FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM AC71ON AND MA/6 LOAD 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. 10901 Elm Avenue Fontana, CA 92337 hone: Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator. E. Gonzales scAtF 1' r:1'-0' Date! 4/2412013 SHEET 6 OF 12 Stud Spacing at 16" O.C. — WALL LENGTH SSE PRODUCT Dl-S-C-R M. Eat _ '' II DETAIL HardiePlankO, CemplankO, and N —— - &a" thick / 5 ply APA Prevail® Plank lap Siding materials f. _ i _ l __ .....` ..._..._ _ ,...._ ._. r __....._. rr— —1 i sled plywood are nonasbestos fiber -cement I - r • - ...M ~ ' l products tested In accordance withsheathingfastened to metal studs as ASTM C1186 Grade II, Type A and i I•! rr'""''% described In Note 1 meeting the requirements of the Florida Building Code. Bdraswilh AD ide I i rrfls ,,A t YV l Water -resistive WALL V _ barrier per Florida PLg IK DIME,N,SiIS WEIGHT Deftp > t ` F Building Code Width Length Thickness 1 1 13 Section 1404.2 5 9-1/2' 12' DY I. I M' ,+dr Prodrd i t I ; : ! ` 209a, M/4- X 1-5/a' DESIGN PRLSSURE_R/u1 G i• Metal C-stud Installation Design PressureIAT iV l i I 1 i i : F HardiePlank, Metal Studs -92 psf mplank, Prevail B`-J ss ONAL G\ CJ1Q Up Siding Impact Resistant- 3/4" Minimum Edge Distance Nails at 16" O.C. Planks Installed over 5/8" thick 16 ply9 (tYp) 1-1/4' tan X 5/16 APA rated pthickstarterstrip tywooit sheathing DETLILL HARDIEPLAN{t CEMPLAWK_,t E1/AlL L_qP $•II IN,S7.1 TIOIV E ILS All installation shall be done in conformance with this Notice of Acceptance, the manufacturer's Installation Sheathing fastener, as recommendations, and the applicable seclions of the Florida Building Code. PRttlC1 vtst ` described in Note 1 Metal studs where HardiePlank, Cemplank, Prevail Lap Siding will be installed shall be designed by an F ` Engineer or Architect per the Florida Building Code and the requirements of this N.OA01 EVOMWIAVl [Note 115/8" thick / 5 ply APA rated plywood sheathing shall be attached to metal studs at 6"oc at panel OamiCS. 1 \ Siding fastener, as edges and all intermediate supports using a No.8-18, 0.315" head diameter 1-1/4" long bugle head screw r described in Note 2 Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4' wide laps at the top of the plank such that the exposure area of each plank is s 8-1/4" vertically. Note 2) The siding fastener shall be a minimum No. 8-18, 0.315' head diameter X 2-1W long• bugle head r tldri C''srd , screw over metal studs ('or screw shall have at least 3 full threads penetrating metal framing); The siding Is HardiePlank, fastened!' 8-1/4" O.C. vertically and 16" O.C. horizontally; fasteners are driven Into metal studs through 518" Cemplank, thick /5 ply APA rated plywood sheathing, 7asteners are placed in the overtopping area approximately 3/4' Prevail Lap Siding from the bottom edge of the overlapping plank. Vertical joints shall be placed over studs. Water - resistive ' The planks shall be Installed over 5/8" thick /5 ply APA rated plywood sheathing supported by a minimum barrier per Florida 20ga, Nominal 3-5/8" X 1-5/B" Metal C•atuds spaced a maximum of 16" O.C. Building Code Fasteners shall have a minimum edge distance of 3/8 . Section 1404.2 HARDIEPLANK, CEMPLANK, PREVAIL IAP SIDING 518" thick / 5 ply APA rated INSTALLATION DETAILS METAL STUD CONSTRUCTION PRODUCT RENEWED plywood sheathing fastened toas complyingwiththeFloridametalstudsasdescribedinJamesHardieBuildingProducts, Inc. Building Code Note 1 10901 Elm Avenue NOA- No. 17-0406.06ELMFontana, CA 92337 Expiration 05/01 /2022 20ga, 3-/8" X 1-SW Metal C-stud Phone: 909.356-6300 size FWA No owo No rtEv The wall and soffit frames are to be designed Fax 909-427-0834 A PIJL-PLK SOFF 1 By by the Architect or Engineer of Record in Mlam d Product control compliance with the Florida Building Code. 'Creator. E. Gonzales SCALE 1W 41'-0" Date: 4/24/2013 sxEET T OF 12 6.00in. 16 in. OC Cladding I 6.00in. L_ . I • I Framing I I 'I 6.00in.00 I I Sheathing PRODUCT RENEWED I • _ . I as complying with the Florida Building Code I I INOA-No. 17-0406.06 0.751n.T Expiration,D te05/0112022 Miami-. a Product Control OGA HCri AEV10em `tt tb complying v+im the flaa;Om l+nd wi1A the Flmrib ' L Bm Cade coh+ o o; NoZZo. 12i TATE OF w i s t•+oe+tet Oootrot ftwkw cmm OVAIL E G l3 FR/ MIIJ 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 FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE BY THE ARCHITECT OR ENGINEER OF RECORD IN NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) COMPLIANCE WITH THE FLORIDA BUILDING CODE ShIEATIjLNG • 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 '" HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING HEAD SCREW CLA. QQIL G. INSTALLATION DETAILS METAL STUD CONSTRUCTION PLANKS OVERLAP 1-1/4' R THE EXPOSURE IS S 8- j/4" James Hardie Building Products,.lnc. THE PLANKS ARE FASTENED WITH NO.8-18, 0.315" _ 10901 Elm Avenue HEAD DIAMETER X 2-1/4' LONG CORROSION- ° Fontana, CA 92337 RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS Phone: 909-358-8300 sire Recto No DV4 No RPv PENETRATING THE METAL FRAMING), PLACED 3/4" UP Fwc 909-427-0634 A PNL-PLK-SOFF 1 FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION Creator. E. Gonzales scAte 1" _ 1--0" note: 4rz412013 aN6Ef a OF 12 ALLLENGTH Stud Spacing at 16" O.C. c.. l. L..t.. .:J.w....ryl...--------- , L.... L...t...t— NALL EIGHT i 1 .i 11 I iI I SEE E30ptZCLT_nESCA1E_tL0.N1 DETAIL A HardieSoffit® & CemsoffitO materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade 11, Type A 1 and meeting the requirements of the Florida Building Code. OFFIT IMENSION9 2" X 4` S-P-F Width Length Thickness' wood Studs DEALC! N__ER_ F_S-SU_&E RATJ_IG HardieSoffN, Installation Deslgn Pressure Ael Cemsofrit Wood Studs -70 psf B - 8Ei; J1Q"=a. Nails at 4" O.C. (typ.)maDuCT it>:vtsrtp PRODUCrXEVLSM 3/ 8" Minimum Edge Distance m dying with the Fla idra g gding r do Doming No /Uijg hft tty MM4l TLII By t pok thod K+ Produet Ca*M PRODUCT RENEWED as complying with the Florida Building Code NOA- No. 1 i-0406.06 Expiration Qiye05/01/2022 Soffit fastener, as described in Note 1 HardleSoffil, CemsoBit gy_ tJ t Mlaml- a e roduct Control 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. QGAW 4vc No. 4 21. STATE OF SSIONA\ E 1111i„ if f r r HA RDIESOM_CFM50.FEJT}NEL Ih1,STA1-PP AE79.lLS 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 HardleSoffit, Cemsoffit will be installed shall be designed by an Engineer or Architect per" Florida Building Code and the requirements of this N.O.A. The soffit shall be installed over minimum 2"X4" S-P-F wood studs spaced a maximum of 16" O.C. Note 1] 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 30' and a minimum clearance of 2" from corners. HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc, 10901 Elm Avenue Fontana, CA 92337 Phone: 909-356-6300 1 SIZE I FSC'" "o A I I PNL-PLK-SOFF Creator. E. Gonzales ISCALE 1/2" a 1*.0" 1 Date: 4i24/2013 9OF12 REV PRODUCT RENEWED as complying with the Florida . Building Code NDA-No. 17-0406.06 Expiratlon Da 05/01/2022 BY 4.00in.l Miami-06 Product Control PRebL& REVISED PRODUCT' ESL C g with &C 11"im as pomp)* with die fler1Sa Ano U0a Na -0 2 Bial pur Code w wrlo 113.1 167 17ift o Dde i ul7 8' Miam' t):de•ProOoet Coneol FRAMKQ NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-11V 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 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- VTF No. b. 21 STATE OF FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) ImHARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. p 10901 Elm Avenue Fontana, CA 92337 Phone: 909-356 6300 SIZE FxM No DWG No Fax 9D9-427-0634 A T- PNL-PLK-SOFF Creator. E Gonzales sme 1"=1'-V Date: 4/24/2013 SHEET 10 OF 12 WALL 1 WALL LENGTH 11 Stud Spacing at 16" O.C. B AEIML_6 3/8" Minimum PRODUCT RENEWED as complying with the Florida Building Code NUA-No. 17-0406.06 Expiration By ' Distance ZOZZ Contr Nails at 6" O.C. (typ.) I fastener, as ribed in Note 1 HardieSoffit,. Cemsoffit r i 20ga, 3-5/8" 1-5/B" Metal C-stud Lr_._ The wall and soffit frames are to be designed by the Architect or Engineer of Record In compliance with the Florida Building Code: SEE PRODUCT QE -Q-1K1p CIPW. DETAIL A HardieSoffitO & CemsoffitO materials are nonosbestos fiber -cement products tested In accordance with ASTM C1186 1 Grade II, 'type A and meeting the requirements of the Florida Building Code. 20ga 3-518wX 1.5/8w j0_FFTT DIMENP—QtI_S. Metal C-stud Width Length Thickness 4' Hat, DESIGN8SURE RA71NG of Cetus° irt Installation Design Pressure I. Metal Studs -55/jIff)); f It+' 1.0 GA SECTIQN B + PRODUCT ttEWSED MODUCr REVISED as co+plTAB wile the Florida D apt m Ittt flari A l o. NO• 121 Aeowmee I'1o1 'F.zaindii ny- moo:: STATE OF 8f Pwxhui Camd' ede P vdoet C evi -_;-. A', R SOFFI CEMSO F PAN L INST 10 DETAI S ~s-r/01 AL •0A rr+l0% HA._ P ____7_ ...__ F__CL_._E. _.___AI-97Y_I!L_ _._.4$ rr AllInstallationshallbedoneinconformancewiththisNoticeofAcceptan&e01*yfi Aufacturer's Installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardieSoffit, Cemsoffit will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.O.A: The soffit shall be installed over minimum 20ga, Nominal 3-6/8" X 1-5/8" Metal C-studs spaced a maximum of 16!' O.C. Note 1] The soffit fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-1/4' long' ribbed bugle head screw ("or screw shall have at least 3 full threads penetrating metal • framing); the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs; the fasteners shall be driven Into metal studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers. HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana. CA 92337 SIZE FSCM NO ONO NO R6V A PNL-PLK-SOFF 1 Creator, E.•Gonzales IseALE' 1/2w- I.-W I Date:4/24/2013 1s u 11 OF 12 6.001n.-I la - Cladding Framing 6.001n. PRODUCr REVISED PRODUCT RENEWED '. v.i bmaFtaliidFd as complying with the Florida Cog PR Building Code s 1 as °0m t>+oftaibs rr/I///iii moNOA-No. 17-0406.06 tto !3-t 31/.0 {ir rr/ i11wA '' Expiration 05/01/2022 7rF' . 1 B 'Q r'IA 1rd •• . 87 BY 1Hjmmt ProAnaConuot ` 2.` • Mlamlk-DAdf Product Control LU FLO FSSIONP'l' FFtA1V•IIJC !'''i ir/rr// NOMINAL 20 GAUGE 3-5/8" X 1.5/6" STEEL STUDS 16. O.C. FASTENED WITH 5/8• WAFER HEAD SCREWS (2 PER TOP FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE AND BOTTOM CONNECTION) • NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CJALDI1IG_ HARDIESOFFIT, CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO.8-16, 0.3151 HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTION DIAMETER X 1-1/4 ' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACE James Hardie Building Products, Ina SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE 10901 Elm Avenue STUDS MR Fontana, CA 92337 Phone: 909-356-6300 sae FSCM NO uwo No REr Fax 909-127-0634 A PNL-PLK-SOFF 1 Creator. E. Gonzales SCALE 1^= 9'-0' Date: 4/24/2013 1 sNEer 12 of 12 PROJECT RIO-2689-17 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE® BRAND FIBER -CEMENT PANELS TO WOOD FURRING SOLUTIONS JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS PAGE COVER PAGE 1 EVALUATION SUBJECT 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 2 TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING 2 TABLE 1 B, ANALYSIS OF ALLOWABLE LOAD FOR #8 SCREW AT 10" O.C. 2 JUSTIFICATION OF USING THE RESULTS ON LIGHT GAUGE STEEL FRAMING 2 DESIGN WIND LOAD PROCEDURES 3 TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 4 TABLE 3, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE 8 4 TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 4 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 4 TABLE 6, ALLOWABLE WIND SPEED (MPH) FOR HARDIEPANEL SIDING 5-6 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7-10, THE 2017 FLORIDA BUILDING CODE, AND THE 2015 INTERNATIONAL BUILDING CODE. PREPARED BY: RONALD I. OGAWA & ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX 1 RONALD 1.OGAWA ASSOCIATES, INC. 16835 ALGONOUIN STREET 0"3 HUNTINGTON BEACH, CA 22649 m 714-292-2602; IF) 714-047-4595 PROJECT: RIO-2689-17 EVALUATION SUBJECT HardiePanel® Siding James Hardie Product Trade Names covered in this evaluation HerdiePenelW Siding, Cenpantl® Siding, Prevail- Pend Siding EVALUATION SCOPE: ASCE 7.10 2017 Florida Building Code 2015International Building Code 2015International Residential Code JAMES HARDIE BUILDING PRODUCTS, INC. 1-889-542-7343 irdoGjamesherdie.cmm EVALUATION PURPOSE: This analysis Is to determine the maximum design 34econd gust wind speed to be resisted by an assembly of HardiePend (Certxp ". Prevail Panel) siding fastened to wood tunings on'either wood or metal framing with nails or screws. REFERENCE REPORTS: 1. Intertek Report 102024383COt}001A, Transverse load test on HardiePend. TEST RESULTS: Table 1a. Results of Transverse Load Testing Frame Fastener Ultimate Allowable Test Thickness Width Spacing Spading Fastener Type Load Design Load' Report Number A urn. in. Frame Type urn. in,) and Dimensions SF PSF) Failure Mode 102024363C00-0011A Intmtek 0.3126 48 2X4 wood sad. 314- thick by 16 6 No. 8 X 1.25' long X 0.323' HD 180.7 53.8 pub through Rncture3.5' wide SPF paring ribbed bugle head screws 102024363C00.001A Imenek 0.3125 46 trick2X4woodstud. 3/4' dc by 16 8 No. 8 X 1.25' lore X 0.323' NO 191.4 3.8 pull throughwideSPFfurringribbedbugleheadscrews 102024363000-001A Intends 0.3125 48 2X4 wood stud, 314'thick by 16 12 No. 8 X 1.25' ktrg X 0.323' HD 108.1 95.4 A through 3.5' wide SPF furring ribbed bugle head screws 10202436 COO-001A Intenek 0.3125 48 2X4 wood stud' 3/4' Weis by 18 6 0.09C shank X 0.215' NO x 1.S. 147.8 9.2 pull thrwglt lheauro3.5' wide SPF furring long ring shank no 102024363C00-001A Intartek 0.3125 46 2X4 wood 3!4' trick by 21 8 No. 8 % 1.25' lamp X 0.323' HD 27 27.6 pail thrbugh /fracture3.S widee SPf furring rioeed bupta head strews i. Pot rasumers were msuniou an tumrtg wnnou pertatrauon into rile murang mermen. 2. Allowable load Is determined from ultimate load divided by a factor of safety of 3. 3. HardiePand Siding complies with ASTM C1186, Standard Speafieatim for Gnda 11, Type A Mon-asaest s Fiber -Cement Flat Sheets. Table Its. Analysis of Allowable Load for 68 Screw at 10' O.C. 08 Screw Spacino Fastener Spacing fin., 8 12 10 Frame spacing (IrL,16 16 16 Fastener Tributary area fir 0.89 1.33 1.11 Allowable load 43.8 35.4 38.8 Individual fastener load lb. 38.9 47.2 49.1 the fastener load for 98 screw at 10' O.C. was calculated as the avenge of the tau results for 8' and 12' O.C. The allowable load for 08 screw at the spacing of 10" O.C. into furring Can be calculated by interpolating the results of same festener at 8' and 12- O.C., since troth tests had same failure mode of fastener pull through from the panels. As shown in the table, the allowable load for 08 screws installed at 10' O.C. to wood fuming is 39.8 pat. Justification of Using the Results on Light Gauge Steel Framing In the subject configurations, an fasteners were anarhued to furring ordy, so whether the furring is anaehed to wood or steel framing does not affect panda' transverse load Capacity. It's the project engineer's responsibility, to ensure the furring attachment and framing memebers to have sufficient load capacities. RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONOUIN STREET t1443 HUNTINGTON BEACH, CA 92649 T) 714-292-2602; (F) 714-847-4595 PROJECT: RIO-2689-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 into®)ameshardie.com DESIGN WIND LOAD PROCEDURES: Fiber -cement siding transverse load capacity (wind load Capacity) is determined via compliance testing to transverse load national test standards. Via the transverse load testing an allowable design load is deterrnined based on a factor of setey of 3 applied to the ultimane test load. Equation 1, q,=0.00258•K,•Ke'KjV W. ASCE 7-10 equation 30.3.1) velocity pressure at height z K, , velocity pressure atgrosure coef dent evaluated at heigm 2 Ka , topogrephie factor Equation; K. , Mind difectiomellty factor V , basic wind speed (3-second gust MPH) as determined from 2015 IBC Figures t609.3(1), (2). of (3); ASCE 7.10 Figures 26.&1A. B. or C WV' (ref. 2015 IBC Section 1602.1 definitions) V,a , ultimate design wind speeds (34emnd gust MPH) determined from 20151BC Figures 1609.3(1), (2). cr (3); ASCE 7.10 Figures 26.&IA, B. or C Equation S. p=q,•(GC.GC.-) pef. ASCE 7-10 equation 30.&1) GC, , product of ememel pressure coefficient and gust -effect factor GCO , product of internal pressure coetficiam and gust-e0act factor p . design pressure (PSF) for siding (allowable desk load for siding) To determine design premie,.substdute q, Into Equation 3, Equation 4, p=0.0(125WYK-Ke'K.-V.-(GC.GC,) Allowable Stress Design, ASCE 7-10 Section 2.4.1, bad Combination 7 Equation 6, OAD • 0.6W (ref. ASCE 7-10 section 2.4.1, load combination 7) 0 , dead load W , wind load To determine the Anowaeb Stress Design Pressum, appry the bad factor for W (wind) from Equation 4 to p (design pressure) determined hom equation 4 Equation 6, per. - 0.6'(p) Equation 7, pr - 0.6'(0.00256'I.M(,% V."(GC.GC. jI Equation 7Is used to populate Table 3, 4, and S. To determine the etbwabb uaimam base wind speed for Hamlin Siding in Table S. solve Equation 7 for Vw. Equation 9, V. -(p..A.6'0.00258'K.'Ke•K,•(GC.-GC,))as Applicable to methods specilbd In Exceptions 1 mnwgh 3 of 201518C Section 1609.1. 1., to determine the allowable nominal design wind speed (Vasa) for Hen*& Siding in Table 6, appy inn conversion formula below. Equation 9, Vim. = V,a' (0.6)08 W. 201518C Section IW9.3.1) Vim. , Nominal design wind speed (3-second gust mph) W. 201518C Section 1602.1) f3GAWA ''. aF 0&FSSt 3'° n RONALD I. OGAWA ASSOCIATES, INC. IIsm ALGONOUIN STREET *"3 HUNTINGTON BEACH, CA 92649 1) 714-292-2602: (F) 714-847-4595 PROJECT: RIO-2689-17 Table; Coefficients and Constants used in Determining V and p, al Zone 5 Height (0) Exp 8 Exp C I Exp 0 K. K. G 0.15 0.7 OAS 1.03 h%60 1 0.85 1.4 0.18 20 0.7 0.9 1.08 1 0.85 1.4 0.18 25 0.7 0.94 1.12 1 0.85 1.4 0.18 30 0.7 0.98 1.16 1 0.85 1.4 0.18 35 0.73 1.01 1.19 1 0.85 1.4 0.18 40 0.76 1.04 1.22 1 0.85 1.4 ale 45 0.785 1.065 1.245 1 0.85 1 -1.4 0.18 50 0.81 1.09 1.27 1 0.85 1.4 0.18 65 0.83 1.11 1.29 1 0.95 1.4 0.18 60 0.85 1.13 1.31 1 0.85 1 -1.4 0.18 100 1 0.99 126 1.43 h>60 1 0.85 1 -1.8 0.18 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 inloQjameshardie.tom Table 3, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category 8, d Speed(3-secondgust) 100 105 110 115 1 120 130 140 150 160 170 180 190 1 200 210 Height (it) e 8 B 8 B 8 8 8 8 B B 8 B 8 0.15 14.4 16.9 17.5 19.1 20.8 24.4 2&3 32.5 37.0 41.7 4&8 521 57.8 63.7 20 14.4 15.9 17.5 12.1 20.8 24.4 2&3 32.5 37.0 41.7 46.8 52.1 67.8 83.7 25 14.4 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 A 52-1 57.8 63.7 30 14.4 15.9 17.5 12.1 20.6 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 63.7 35 16.1 16.6 18.2 19.9 21.7 25.4 29.5 33.9 38.6 43.5 58.8 54.4 60.2 66.4 40 15.7. 17.3 19.0 20.7 22.6 26.5 30.7 35.3 40.1 46.3 50.8 56.6 62.7 69.1 45 16.2 17.9 19.6 21.4 23.3 27.4 31.7 WA 41.5 46.8 525 1 -58.5 64.8 71.4 50 16.7 18.4 202 221 24.1 282 327 37.8 52.8 8.3 54.1 40.3 66.8 73.7 55 17.1 18.9 20.7 22.8 24.7 28.9 33.8 38.5 43.8 49.5 55.5 41.8 W.5 75.5 100 25.6 282 31.0 33.8 38.9 43.3 50.2 57.6 65.5 74.0 829 92.4 1024 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. d Speed 3-secortdgust) 100 106 110 115 1 120 130 140 150 160 170 180 190 200 210 Height 8) C C C C C C C C C C C C C C 0.15 17.5 19.3 21.2 23.2 25.2 29.6 34.4 39.5 44.9 50.7 56.6 63.3 70.1 77.3 20 18.6 20.5 22.5 24.6 26.7 31.4 36.4 41.8 47.5 63.7 80.2 67.0 74.3 81.9 25 19.4 21.4 23.5 25.6 27.9 32.8 3&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 66.5 73.0 80.9 89.2 35 20.8 23.0 252 27.8 30.0 35.2 40.8 46.9 53.3 60.2 67.5 75.2 63.3 91.9 40 21.5 23.7 26.0 28.4 30.9 36.3 420 48.3 54.9 62.0 69.5 77.4 85.8 94.6 45 22.0 242 26.6 29.1 31.6 37.1 1 -43.1 49.4 1 -562 63.5 71.2 72.3 1 -87.9 96.2 50 22.5 24.8 27.2 29.7 32.4 38.0 44.1 50.6 57.8 45.0 72.9 412 69.9 1.2 55 22.9 25.2 27.7 30.3 33.0 38.7 44.9 51.5 58.8 68.2 74.2 82.7 91.81 101.0 60 3. 2 6 39. 4 4 44. 100 326 35.9 39.4 43.1 48.9 55.0 43.8 73.3 1 -83.4 1 -94.1 1 -105.5 117.8 1 -130.3 1 .143.6 Table 5, Allowable Stress Design - Component and Cladding (CAC) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category 0, rtd Speed 3-second use 100 105 110 tt5 120 130 140 150 180 170 180 190 200 210 Height 0 0 0 0 0 D 0 0 0 D 0 0 0 0 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 0 93.7 20 22.3 24.6 27.0 29.5 32.1 37.7 43.7 Sal 57.0 64.4 72.2 80.4 89.1 98.2 25 23.1 25.5 28.0 30.6 W.3 39.0 45.3 52.0 59.1 46.8 74.9 83.4 92.4 101.2 30 23.9 2&4 22.0 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 27A 29.7 325 45.3 41.5 4&1 55.2 62.8 70.9 72.5 68.6 982 108.3 40 25.2 27.7 30.5 W 36.2 42.5 49.3 56.6 64.4 72.7 81.5 00.9 100.7 111.0 45 25.7 28.3 31A 34.0 37.0 63.4 50.3 S/.8 65.7 742 83.2 927 102.7 50 26.2 28.9 31.7 34.6 37.7 4.3 51.3 58.9 67.1 75.7 94.9 94.6 104.8 116.5 55 2&6 29.3 322 35.2 36.3 0 52.2 5%2 68.1 76.9 4ML2 98.1 106.4 117.4 9.8 33. 8. 113.3 1 ,1 1 . 100 37.0 40.8 41.7 48.9 53.2 62.5 72.5 83.2 94.6 106.8 118.8 133.4 147.9 183.0 Tables 3, 4, and 5 arebased on ASCE 7-10 and consistent with the 201518C, 2015 tRC pGAWA M 1 RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 n 714-292-2602;(F)714-647-4595 PROJECT: RID-2689-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-S42-7343 into®jameshardie.com Table 6, Allowable Wind Speed (mph) for HardiePanel Siding (Analytical Method In ASCE 7-10 Chapter 30 C&C Part 1 and Part 3) a Allowable, Ultimate Allowable, Nominal Design Wnd, Speed, Design Wnd, Speed, asV,. Vr13 3-second gust mph) 3-secand gust mph) i Applicable to method: spedfied in 1201519C, Appiable to methods 2017 FOCI Section specified H Esoepteru 1 1602.1.1. as determined by through 3 of 1201S IBC, 2015IBC. 2017 FBCI 2017 FSQ Section Figures 1602.3(1). (2). at 1600.1.1. VNnd exposure coleoory VNnd exposure caledor Coefficients used in Table it calculations Product Minimum Thickness in.) VNdth gti) fastener Type Fastener Spacing in.) Frame Type Stud Spacing n) Building Haight"B M 1 C D 8 C 0 A9ewable Design LoadlFxpB Fxp C Fxp 0 I Xs X. GC, G HaMiePartel® She a8 No. 8 X 1.25- long X 0.323' HD ribbed bugle head srf'4ws 6- O.C. into luring only 2X4 wood or 20 91L sled framing, 314' thick by 3.5' wide wood furling `•74 18 0.15 193 175 152 149 135 123 53.6 0.70 0.85 1.03 11160 1 0.85 1.4 0.18 20 193 170 155 149 132 120 43.6 0.70 0.90 1.08 1 0.95 1.4 0.1e 25 193 166 152 140 120 118 53.6 0.70 0.94 1.12 1 0.86 1.4 0.18 30 193 163 150 149 126 116 WA 0.70 0.9e 1.18 7 0.85 1.4 0.18 r 189 160 148 146 124 114 53.6 0.73 1.01 1.19 t 0.65 1.4 0.18 40 185 158 146 143 122 113 43.6 0.76 iit 122 1 0.85 1.4 0.18 45 172 ISO 140 133 116 108 53.6 0.88 1.15 1.33 1 0.85 1.4 0.18 50 179 154 143 139 120 111 W.6 0.81 1.09 127 1 0.85 1.4 0.18 55 177 153 142 137 119 110 53.6 0.83 1.11 120 1 0.85 1.4 0.18 6o 175 162 141 135 117 109 M.6 0.05 1.13 1.31 t 10.65 1.4 0.18 100 145 128 120 112 99 93 W.6 0.99 126 1.43 11-11111 1 10.115 4A 0.18 HaMiePenell9 SH6 48 No. 8 X 1.25' long X 0.323' ribbed bugle headbugle screws 8' O.C. into furring only 2X4 wood or 20 ga. sled framing, 314- that by woodwidewoad tuning t•7A 16 0.15 174 158 144 135 122 111 43.8 0.70 0.95 1.03 110110 1 O.f15 1.4 0.18 20 174 154 140 135 lie 109 43.9 0.70 0.90 1.08 1 OAS 1 -1.4 0.18 25 174 150 138 135 116 107 43.8 0.70 0.94 1.12 1 0.06 1.4 0.16 30 174 147 135 135 114 105 43.8 0.70 0.98 1.16 1 0.95 1.4 0.111 35 171 145 134 132 112 103 43.8 0.73 1.01 1.12 1 0.85 1.4 0.18 40 167 143 132 129 ill 102 43.8 0.76 1.04 122 1 0.85 1.4 0.18 45 164 141 131 127 109 101 43.8 0.79 1.07 125 1 OAS 1.4 0.10 50 162 140 129 125 108 100 3.9 0.81 1.02 127 1 Us 1.4 0.18 55 180 136 128 124 107 99 43.8 0.83 1.11 129 1 0.95 1.4 0.18 80 158 137 127 122 106 99 43.8 0.95 1.13 1.31 1 0.95 1.4 0.18 100 131 its 101 90 43.8 0.90 126 1.43 na60 1 0.85 1.8 0.10 HendiePaneN 5/18 48 NO. 8 X 1.25' long X 0.323' HD ribbed bugle head screws 10' O.C. into ftarirtg only 2X4 wood or 20 ga, steel framing. 3/4' thick by 3 5' wide wood furring 1'74 16 0.15 164 149 135 127 115 105 362 0.70 OAS 1.03 he80 1 0.85 1.4 0.18 20 164 145 132 127 112 102 X8 0.70 0.90 1.08 1 0.85 1.4 0.111 25 164 141 130 127 110 100 38.e 0.70 0.94 1.12 1 0.06 1.4 O.le 30 164 139 127 127 107 99 36.e 0.70 0.21 ITS 1 0.6S 1.4 0.18 35 181 136 126 124 106 97 38.8 0.73 1.01 1.12 1 0.85 1.4 0.18 40 157 134 124 122 104 96 38.8 0.76 1.04 122 1 GAS 1.4 Lie 45 155 133 123 120 103 95 38.8 0.79 1.07 125 1 0.8S 1.4 0.18 50 152 131 122 118 102 94 Me.e 0.81 1.09 127 1 0.95 1.4 O.te 55 151 130 121 117 101 94 38.e 0.83 1.11 129 1 0.8S 1.4 0.18 60 1a2 129 120 115 100 93 38.11 0.85 1.13 1.31 1 0.85 1.4 0.111 100 123 95 M.8 0.29 128 1.43 ha60 1 10.115 IT 0.16 HardlePanelt9 Sf18 No. 8 X 125' IwV X 0.323' HO ribbed bugle head screws 12' O.C. into furring Only 2X4 wood or 20 ga, steel treating, 9l4' thick by 3.5' wide wood Mring r2a 16 0.15 157 142 129 121 110 100 35.4 0.70 OAS 1.03 11960 1 0.85 1.4 0.1e 20 157 138 126 121 107 98 215.4 0.70 0.90 1.11e t 0.85 74 o•18 25 157 135 124 121 105 a8 15A 0.70 0.94 1.12 t 0.85 1.4 0.18 30 167 132 122 121 103 94 M.4 0.70 0.98 1.16 1 0.8s 1.4 0.18 35 153 130 120 119 101 93 35.4 0.73 1.01 1.19 t 0.65 i.a 0.16 40 150 128 119 116 100 92 35.4 0.78 f.d 122 1 O.eS 1A O.tB 45 148 127 117 115 98 91 35.4 0.70 1.07 125 1 OAS 1.4 0.18 50 146 125 116 113 97 90 35.4 0.81 L09 127 t 085 1.4 0.18 55 144 124 115 111 9fi 89 35.4 0.03 1.11 1.22 1 GAS 1.4 0.18 60 142 123 114 110 95 a9 35.4 0.95 1.13 1.31 I OAMS 1.4 0.18 100 lie al 3S.4 0.09 128 11.43 hafi0 1 O.Bs 1.8 O.te RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET 8443 HUNTINGTON BEACH, CA 92649 m 714-292-2602: (F) 714-647-4595 PROJECT: RIO.2669-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-686-542-7343 infol Wameshard)e.com Allowable,11Wmate Allowable. Nominal Design VNnd. Speed. Design Wind, Speed. Vau, V.,,'a, 3-weed gust mph) 3-secon4 gust mph) Applicable to methods, specified in 1201518C. Applicable to methods 2017 FBC) Section specified in Exceptions 1 609.1.1. as determined by through 3 of 120151BC, 12015 IBC. 2017 FBC) 2017 FOCI Sedioe Figures 1609211), (2). or 180a.t.1. 31 Co 'cients used In Taboo a cateWtions for Mnd ett00sure Cate to r 0find eVasure Category Sidon V. Product Minimum TNdmeas fin.) rtii Fastener Type Fastener Spacing n.) Frame Type Stud Spacing M1) Building Heigmxl h) B C O 9 C D ABoe able OeeiF load E. E, pCh112 1G. K. GC. GCr HBMiePanelQ! 5I78 48 No.BX t.26'long X 0.323' bugleahefibbedbuglehead 8'O.C. into furringydick only 2X4 woods 20ge.ated framing, 314' wide woodwod furrisveara,,tA 24 0-15 138 125 114 107 97 68 A 0.70 0.85 hm 1 0.65 1.4 0.18 20 138 122 111 107 fie Be 27.6 0.70 0.20 1 O.eS 1.4 0.1a 25 13e 119 107 92 273 0.70 0.W 1 O.eS 1.4 O.te 30 138 117 107 91 27d 0.70 0.98 t O.e5 1.4 o.te 35 135 115 105 89 27.e 0.73 1.01 1 0.85 1.4 0.18 40 133 113 103 Be 27.6 0.76 1.04 122 1 0.95 1.4 0.ta 45 131 112 101 87 Y!L 0.72 1.07 t2S 1 o.es I.a ate 50 122 111 100 86 27A set 1.09 127 1 0.85 1.4 0.18 65 127 98 27.6 0.83 1.11 12a 1 O.as 1.4 ate 60 125 97 A 0.85 1.13 1.31 1 OAS 1.4 ate 100 27.6 0.92 126 1.43 h.60 1 us i.e ale MaMiePenel® 6116 48 0.090' shank X 0.215' HD r 1.5'long ring shank ne9 6- O.C. into furring 0rey 2X4 wood or 20 On. steel flaming, 314' Ovdc by woodwi0ewood ft"ft,.tA 18 015 185 the 152 143 130 lie 492 0.70 0.95 1.93 haeo t oes 1.4 0.16 20 185 783 149 143 128 115 92 0.70 a90 t.oe t aes 4.4 0,1e 25 195 159 146 143 123 113 422 0.70 0.04 1.12 1 ass 1.4 0.16 30 195 ISO 143 143 121 111 422 0.70 0.96 1.16 1 0.05 1.4 0.16 35 let 154 142 140 lie 110 492 0.73 1.01 1.12 1 0.85 1.4 0.16 40 177 151 140 137 117 loll 492 0.76 1.04 122 1 0.85 1.4 0.16 45 174 ISO 138 135 116 107 492 0.72 1.07 125 1 am t.4 O.te 50 172 146 137 133 115 loll 492 0.81 1.09 127 t 0.a5 1.4 a.1e 55 170 147 136 131 114 105 422 0.83 1.11 129 t O.eS 1.4 OAe 60 166 1 145 1 135 130 113 105 492 O.es 1.13 1.31 1 a.es t.4 a.1e 100 139 123 115 107 95 89 20.99 126 1.43 t 1 O.eS 1.e ate 1. Furring attatsunvd to MuCuM Mating members of ahemath a tag w4h shelf be designed by an engineer. 2. Building height -mean real ho#d (t 1ceQ at a building, estate that GM helyd shad be used (or rear angle a Ion than or guar to 10' (2.12 toot cope). 3. V,a a ultimata design vA nd speed 4. V_ - nominal design wind speed 5. Linear interpolation of building height (s 60 0) and wed speed is psmnlead. S. Wind speed design assun"ons par Ansytical Method in ASCE 7.10 Chapter 30 C&C Pan t and Pan 3: K ft, ".85, GCi 1.4 (hAft GC6 1.9 (ha60), GC,--(L111. 7. Wood tuning shag be preserve9M treated per AWPA. a Wood turning &hall be specific gravity of 0.42 or greater per AF'PAMOS: or wood suudunl panel, cerdrtming to DOC PSI or DOC PS-2 or APA PRP-I U. LIMITATIONS OF USE: 1) In High Velocity Hurricane Zones (HVHZ) Install per Miami-0ade County Florida, NOA 17-0406.06 Io'' pGAWA w 4 1 fig FLpR\P.at sslow4 ."r" I 11 PROJECT RIO-2686-17 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE® BRAND FIBER -CEMENT PANELS TO WOOD AND METAL FRAMED WALLS WITH VARIOUS FASTENERS JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS PAGE COVER PAGE 1 EVALUATION SUBJECT 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 3 TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING 3 TABLE 1 B, SHEAR VALUES 3 DESIGN WIND LOAD PROCEDURES 4 TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 4 TABLE 3, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 5 TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 5 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 5 TABLE 6, ALLOWABLE WIND SPEED (MPH) FOR HARDIEPANEL SIDING 6-7 LIMITATIONS OF USE 7 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7-10, THE 2017 FLORIDA BUILDING CODE, AND THE 2015 INTERNATIONAL BUILDING CODE. PREPARED BY: RONALD I. OGAWA & ASSOCIATES, INC 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX GAWq cc eT 9 FLOEt c 44 FFSSIO ' 0- f d RONALD 1. OGAWA ASSOCIATES. INC. 16835 ALGONOUIN STREET #443 HUNTINGTON BEACH. CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2686-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info®jameshardie.com EVALUATION SUBJECT HardlePanaM Siding James Hardie Product Trade Names covered in this evaluation: HerdiePanel® Siding, CempandS Siding. Prevaitm Panel Siding EVALUATION SCOPE: ASCE 7-10 2017 Florida Bidding Code 2015 Irdemetional Butlding Code® EVALUATION PURPOSE: This analysis is to determine the ma*num design 3-second gust wind speed to be resisted by an assembly of Hardieloand (Cempand, Prevail Panel) siding fastened to wood or metal tnaznkq with nags or screws. REFERENCE REPORTS: 1. Intertek Report 3067213 (ASTM Cl 186) Material properties HardiePanel Siding 2. Ramtech Laboratories Report IC-1270.94 (ASTM E330) Transverse Load Test. 6116' Thick by 48 Inch wide HardiePanel Siding installed on 2X4 Hem-Fnwood studs spaced at 16 inches on center with a 6d common galvanized nail 3. Ramtech Laboratories Report IG7271-94 (ASTM E330) Transverse Load Test, 6116' Thiele by 48 inch wide HardlePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 24 Inches on center wbh a 6d common galvanized nail 4. Rannoch Laboratories. Inc Report 10868-9711475 (ASTM E330) Transverse Load Test. SM 8' Thick by 48 inch wide HardiePanel Siding Installed on 2X4 Croup III SG-0.36 wood studs spaced at 16 inches an terser with a 4d, 0.091 inch slunk by 0.225 inch head diameter by 1.5 Inch long ring shank nail S. Ramtech Laboratories, Report IC-1054-M (ASTM E330) Transverse Load Task 1/4' Thick by 48 inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 16 inches on center with a No 6 X 1 In, long X 0.323 in head diameter ribbed bugle head anew 6. Ramtech Laboratories, Report ICI055-M (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 to head diameter ribbed bugle head screw 7. Ramtech Laboratories, Report 11149-9811554d (ASTM E330) Transverse Load Test,1/4' Thick by 48 inch wide HardiePanel Siding Installed on 20gauge Metal studs spaced at 16 and 24 imries on center with a ETBF 0.100 In knurled shank X 1.5 in. long X 025 in. head diameter pin fastener 8. Ramtech Laboratories Report IG1273-94 (ASTM E72) Racking Sheer Test, 5116' Thick by 48 inch wide HardePand Siding instaacd on 2X4 Hem. -Fir wood studs spaced at 16 inches on censer with a 6d common galvanized nail 9. Rannoch Laboratories Report IC-1274.94 (ASTM E72) Racking Shear Test, 6116' Thick by 48 Inch wide Hardheloand Siding installed on 2X4 Hem -Fir wood sods spaced at 24 Inches on center with a 6d common galvanized nab 10. Ramtech Laboratories, Inc Report 10868-9711475 (ASTM E72) Racking Shear TesL 5/16' Thick by 48 Inch wide HardePanel Siding installed on 2X4 Group III SG=0.36 wood studs spaced at 16 inches an carder with a 4d, 0.091 inch shank by 0.225 inch head diameter by 1.5 inch long ring shank nag 11. Ramtech Laboratories Report IG105749 (ASTM E72) Racking Shear Test 5116' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fr 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 heed screw 12. Rannoch Laboratories Report 11284-9911580 (ASTM E72) Racking Shear Test. 6116' Thick by 48 Inch wide HardtePand Sitting installed on 2X4 Hem -Fir wood studs spaced at 16 and 24 Inches on carder with a ETBF 0.100 in. knurled shank X 1.5 in. long X 025 in. head diameter pin fastener off , OGAwq STATE OF JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info(Nameshandie.com TEST RESULTS: Table Ia. Results of Transverse Load Testing RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET 0443 HUNTINGTON BEACH, CA 22649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2686-17 Fasten Sparing Ll Allowable Frame Ultimate Design Thickness Width Spae tg Perimeter Field Load Load' Report Number Test Agency n.) h) Frame T in.) Supports Supports fastener T PS PS IC-1270.94 Ramtach 0.3125 48 2X4 Wood Hem -Fr 16 6 6 6d common 149 49.7 IC-1270-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 16 4 4 6d eomman 236 78.7 IC-1271-94 Ramtech 0.3125 48 214 wood Hem -fir 24 6 6 6d common 94 31.3 IC-1271-94 Ramtech 0.3125 48 2X4 wood Herr -fir 24 1 4 6d common 143 47.7 10868.9711475 Ramtach 0.3125 48 2X4 wood, SG 2 0.38 16 4 8 0.091 6t. X 0 90 30 0OkingringHDX1.5 in. long shards ne8shankera 16n. No. gauge X 3.625 in. X 0 .323 in IC-1054-89 Ramtech 0.25 g 1.377 5 in metal stud 16 6 6 head diameter ribbed bugle 189.9 56.6 head screw Min. No. 20 gauge X 3.625 in. X Min No 8 X tat. long X 0.323 in IC-1055-89 Reattach 0.25 48 1.375 in metal stud 24 6 6 head diameter ribbed bugle 91.9 30.6 head screw Mat. No. 20 gauge X 3.625 in. X ETSF 0.100 in knurled shank X 111t9 98/1554d Ramtech 0.3125 1.375 In metal stud 18 4 8 1.5 in, long X 0.25 in. head 170 56.7 diameter pin fasten Min. No. 20 gauge X 3.625 In. X ETSF 0.100 in, knurled shank X 11149.9811554d Ramtech 0.3125 48 1.375 In metal stud 24 4 8 1.5 in. long X 0.26 in head 101 33.7 diameter pin fastener w- .,y a -y.a a. 2. HardePanel Skiing complies with ASTM C 1186, Standard Spedfieafion for Grade H. Type A Non -asbestos Fiber -Cement Rat Sheets. Table t b, Shear Values Allowable Loads In Pounds Per Lineal Foot for Panel Shear Walls'* 2 Fastener Spacng r . Frame Ultimate Allowable Thickness Width Sparing Perimeter Fudd Loads Load' Report Number Test in.) m) Frame T in.) Supports Supports fasten T IC-1273-94 Ramtech 0.3125 48 2X4 wood Hem -Fr 16 6 6 6d common 603.8 201.3 IC-1273-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 16 4 4 6d common 69a.8 232.9 1a1274-94 Ramtech 0.3125 48 2X4 wood Hem -Fr 24 6 8 6d common 460.0 153.3 iC-1274-94 Ramtech 0.3125 48 2X4 wood Hem Fr 24 4 4 6d common 637.5 212.5 10860.9711475 Rannerh 0.3125 48 2X4 wood, SG 2'0.36 16 4 8 4d, 0.091 in. shank X 0.225 In. 595.4 198.5HDX1.5 In. IoM ring shards nag Min. No. 20 gauge X 3.625 in X Min. No 8 X 1 in plongX .323 bi IC-1057-89 Ramtach 0.25 48 1 375 in metal stud 16 3 24 6 6 head diameter ribbed bugle 990.0 123.0 head screw Min. No. 20 gauge X 3.625 in. X ETBF 0.100 in, knrled shank X 1128499/1580 Ramtech 0.3125 48 1.375 in metal stud 16 4 a 1.5 in. long X 0.25 in, head 1227.0 153.4 diameter pin fasten Min. No. 20 gauge X 3.625 in. X ETBF 0.100In. knurled shank X 11284-OW1580 Ramtech 0.3126 48 1.375 In metal stud 24 4 8 1.5 in. long X 0.25 in. head 1060.0 132.5 diameter pin fasten n uua.0 -W...- - aupp..- cry aarn.ry, I-- - ue appucu wen v¢ 1WV gunerwan em.er parauel w perpanu ar m srars. 1f0000 2. The ma*num halght4o4ength ratio for construction in this Table is 2:1. l I ll 11 / i o* 3. In the steel framed assemblies the allowable load is based on Ilia average load at 118 Inch net deflection. 01( O\. 0 GA Wd L - STa F • 3 RONALD 1. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2686-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info(ffiameshardie.eom DESIGN WIND LOAD PROCEDURES: Fiber -cement siding transverse bad capacity (v&W bad capacity) is determined via compliance testing to transverse load national test standards. Va the transverse load testing an allowable design bed is determined based on a factor of safely of 3 applied to the ultimate test load. Since the allowable design bad is based on factor of ad" of 3, albvrable design loads an fdm-cement siding correlate directly to required design pressures for Allowable Stress Design, and therefore should be used with combination loading equations for Allowable Stress Design (ASO). By using the combination boding equations for Allowable Stress Design (ASO). the tested a6ovrable design loads for hbeacemem sift are signed with the wind speed requirements in ASCE 7- 10 Figure 26.5.1A. Figure 26.5.18. and Figure 26.5-1C. For this anayais, to calculate the pressures in Tables 3.4. and 5, the load combination w0 be in accordance Wth ASCE 7-10 Section 2.4 combining nominal loads using ago vabre stress desgn , Wad combination 7. Load combination 7 uses a bad factor of 0.6 applied to the vMd velocity pressure. Equation 1, q,a0.00256%-Ka'K,'V1 Equation 2, rat. ASCE 7-10 equation 30.3.1) c6 . velocity pressure at height z K, , velocity pressure exposure coefficient evaluated at height z Ka , topographic factor Kd , wind drectionality factor V , bask vend speed (3-second gust MPH) as determined from 12016113C, 2017 FBCj Figures 1609.3(1), (2). or (3); ASCE 7-10 Fgures 26.5.1A, B. or C VIV.9 fret. 20151BC 6 2017 FBC Section 1602.1 definitions) Va , ultimate design wind speeds (3-second gust MPH) determined from 12015 IBC, 2017 FBCj Figures 1609.3(1).(2). or (3); ASCE 7-10 Figures 26.5-1A B, or C Equation 3, p=4,•(GCo GC.) (rat. ASCE 7-10 equation 30.6. /) GCv , product of eeemal pressure coefficient and gust -effect factor GC; , product of Internal pressure coefficient and gun -effect factor p , design pressure (PSF) for siding (allowable design load for siding) To determine design pressure, sutstltute q r into Equation 3, Equation 4, p=0.00256'te,,Ya*K.-V,a2-(GCti-GC,) Allowable Stress Design, ASCE 7-10 Section 2.4.1, load combination 7 Equation 5, 0.60 . 0.6W (net. ASCE 7.10 section 2.4.1, load combination 7) 0 , dead load W . wind load To determine the Allowable Stress Design Pressure, apply the lead factor for W (wind) from Equation 4 to p (design pressure) determined from equation 4 Equation 6, pe a 0.6•Ip) Equation 7. pr a 0.6.10.00256•K,'Ka'Ka'V,e2'(GCo GCOI Equation 7 is used to populate Table 3, 4, and 5 To determine the allowable ultimate Dace wind speed for Hanlie Siding in Table 6, solve Equation 7 for V., Equation 8. V4 a (p„e10.6.0.00256'K,MCa'K,•(GC. GC j)es Applicable to methods specified in Exceptions 1 through 3 of RM 5 IBC, 2017 FBC) Section 1609.1.1., to determine the allowable nominal design wind speed (Vasil) for Hardie Siding in Table 6, apply the conversion formula below, Equation 9, V. a V,. - (0.6p fret. 20151BC 6 2017 FBC Section 1W9.3.1) Vr , Nominal design wind speed (3-second gust mph) (ref. 2015 IBC d 2017 FBC Section Table 2, Coefficients and Consants.usod In Determining V and p, I wan Zane 5 Height (fi) Exp B Exp C I Exp 0 Ka K, G G 0-15 0.7 0.85 1.03 hs60 1 0.85 1.4 0.18 20 0.7 0.2 1.08 1 0.85 1.4 0.18 25 0.7 0.84 1.12 1 OAS 1.4 0.18 30 0.7 0.98 1.16 1 0.85 1.4 0.18 35 0.73 1.01 1.19 1 0.85 1.4 0.18 40 0.76 1.04 1.22 1 0.85 1.4 1 0.18 45 0.785 1.065 1.245 1 0.85 1.4 0.18 50 0.81 1.09 1.27 1 0.85 1.4 0.18 55 1 0.83 1.11 1.29 1 0.85 1.4 0.18 60 0.95 1.13 1.31 1 0.85 1.4 0.18 100 0.99 1.26 1 1.43 1060 1 0.95 1.8 0.18 O, cFs FLC Sig"011"ti4- RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET 0443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO.2686-17 JAMES HARDIE BUILDING PRODUCTS, INC. i 1-888-542-7343 into®jameshardie.com Table 3, Allowable Stress Design - Component and Cladding (CRC) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category 8 I I Table 4, Allowable Stress Design - Component and Cladding (CRC) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category C. Wind ed 3 second usl 100 105 I10 115 720 130 140 150 160 170 180 190 200 210 Heigh (it) 8 B B e B B 8 B 8 8 B 8 B B 0.15 14.4 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 63.7 20 14.4 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 63.7 25 14.4 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 63.7 30 14.4 15.2 17.5 12.1 20.8 24.4 28.3 32.5 37.0 41.7 46.6 52.1 57.8 63.7 35 15.1 16.6 18.2 19.9 21.7 25.4 29.5 33.2 38.6 43.5 48.6 54.4 60.2 66.4 40 15.7 17.3 19.0 20.7 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 69.1 45 16.2 17.9 19.6 21.4 23.3 27.4 31,7 46.4 41.5 46.8 52.5 58.5 64.8 71.4 50 16.7 18.4 20.2 22.1 24.1 28.2 32.7 37.6 42.8 48.3 54.1 60.3 66.8 73.7 55 17.1 18.9 20.7 22.fi 24.7 28.9 1.fi 1.5 43.1 9.5 55.5 61.8 68.5 75.5 1. i t00 25.8 282 31.0 33.8 36.9 43.3 502 57.6 65.5 74.0 82.9 92.4 102.4 1129 Wed Speed 3-second gust)100 105 110 115F-25.2 130 140 150 160 170 180 190 200 210 Height (ft) C C C C C C C C C C C C C 0.15 17.5 t9.3 21.2 23.2 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 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 32.8 38.0 43.6 49.6 66.0 62.11 70.0 77.6 85. 30 20.2 22.3 24.5 26.7 34.2 39.6 45.5 51.8 58.4 45.5 73.0 80.9 8923520.8 23.0 252 27.6 35.2 40.8 46.9 63.3 W2 67.5 75.2 83.3 91.2 40 21.5 23.7 26.0 28.4 36.3 42.0 48.3 54.9 62.0 695 77.4 45.8 94.6 45 22.0 24.2 26.6 29.1 37.1 43A 49A 562 63.5 712 79.3 87.9 26.9 5o 22.5 24.8 272 29.7 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 992 55 22.9 252 27.7 30!3 33.0 311 44.9 51.5 58.6 66.2 74.2 82.1 91.6 101.0 4 1 1 100 32.6 35.9 39.4 43.1 46.9 55.0 63.8 73.3 83.4 94.1 t05.5 tt7.6 t30.3 143.6 Table S, Allowable Stress Design - Component and Cladding (CRC) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category D, Wind Speed 3-second gust)100 105 110 115 120 130 140 150 760 170 180 190 200 210 Heigh (ft) D D D 0 DODD D D 0 0 0 0 0 D D 0.15 212 23.4 25.7 28.1 30.6 35.9 41.6 47.8 54.4 61.4 68.8 76.7 85.0 23.7 20 22.3 24.6 27.0 29.5 32.1 7.7 43.7 SO.t 57.0 W.4 722 80.4 89.1 882 25 23.1 25.5 28.0 39.0 5.3 52.0 59.t 66.8 74.9 83.4 92.4 t01.9 30 23.9 26.4 29.0 31.6 34.5 40.4 46.9 5.3.8 61.3 69.2 77.5 86.4 95.7 105.5 35 24,5 27.1 291 32.5 35.3 41.5 48.1 552 62.8 70.9 795 88.6 98.2 108.3 40 252 27.7 30.5 33.3 362 42.5 9.3 S6.6 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 1.1 742 832 92.7 102.7 113.3 50 26.2 28.9 31.7 34.6 37.7 44.3 51.3 58.9 57.1 75.7 84.9 94.6 104.8 115.5 55 26.6 29.3 32.2 352 38.3 45.0 522 59.9 68.1 7% 862 96.1 106.4 117.4 6 0 8. 11 100 37.0 40.8 44.7 4.9 532 62.5 72.5 832 94.6 106.8 t19.8 133.4 147.9 163.0 Tables 3.4. and 5 are based on ASCE 7-10 and Consistent with the 20151BC, 2015 IRC and the 2017 Florida Building Code 1L% r T, 0k7/il 5 7 RONALD 1. OGAWA ASSOCIATES. INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-947-4595 FAX PROJECT: RIO-2686-17 1-8 ES H 7RDIE BUILDING PRODUCTS, INC. infoMameshardie.eomO343GAWq = Table S. Allowable VYlnd Speed (mph) for HardlePanel Siding (Analytical Method in ASCE 7-10 Chapter 30 C6C Pat? 1 and Part 3) r 4 21 2015 IBC. 2017 FBC 201518C, 2017 FBC Allowable, Ultimate Allowable. Nomugl CDesignWind. Speed. Design wind, Speed. TCC OrTA1 3-second gust mph) 3-sewM gust mph) QiC. FLO f 10P i it 1 iApp4rabytomethods apodnod in (4ol519C, 2017 FSC) Section1809.1.1. ea determine tr Fipaes 160&S(1), (2), or 3)• h/trd emomm nataoor AppScabk to methods spedfad in Eucepdons 1 t ragh 3 or [2015 ISC. 2017 F8Q Section 1809.1.1. FSSION XV Coemderds used In Table 6 nleuladem Product Product Thkytness inches) wdm fastener Type fastener Spacing frame Type Stud Spedrg atrJles) Building Heigtds 1 feet) B C D B C D Alkiwatie tcea PSfi Ems Eap G E>m 0 I K, K. GC, GC; HardlePane* 6116 48 fid homman 6 2X4 wood HemFir 16 0.15 186 168 153 144 130 1 118 49.7 0.7 0.95 1.03 IhsS0 1 0.85 1.4 0.18 20 186 164 149 144 127 1 116 42.7 0.7 0.9 1.08 1 0.65 1.4 0.18 25 186 160 147 144 124 114 49.7 0.7 0.94 1.12 1 0.&S 1.4 Eli 30 188 157 144 144 121 112 49.7 0.7 0.98 1.% 1 0.85 1.4 OAS 35 182 154 142 141 120 1111 49.7 6.73 1.01 1.19 1 O.as 1.4 Fie 40 178 152 141 138 118 109 49.7 0.76 1.04 1.22 1 0.85 1.4 0.18 45 175 150 139 136 117 108 49.7 0.785 LOBS 1.246 1 0.65 1.4 0.18 50 172 149 138 134 115 107 49.7 0.81 1.09 1.27 1 0.95 AA 0.16 55 170 147 137 132 114 106 49.7 0.83 1.11 1.22 1 0.85 1.4 0.18 60 168 146 136 130 113 105 40.7 0.85 1.13 1.31 1 Qa5 1.4 0.18 100 139 124 116 108 96 90 49.7 0.90 128 1.43 h+80 1 0.86 1.8 0.18 HardfePand® 5I18 48 ad 00 4 2X4 wood Han -Fa 16 0.15 233 212 192 181 164 149 7e.7 0.7 OAS 1.03 Irmo 1 0.95 1.4 0.16 20 233 206 198 181 152 146 78.7 0.7 0.2 1.06 1 0.86 1.4 0.18 25 233 201 185 181 156 143 7&7 0.7 0.94 1.12 1 OAS 1.4 0.18 30 233 197 81 181 153 140 78.7 0.7 0.98 1.16 1 OAS 1.4 0.18 35 229 194 179 177 151 139 7&7 0.73 1.01 1.19 1 0.95 1.4 0.16 40 224 192 177 174 148 137 78.7 0.78 1.04 1.22 1 0.85 1.4 0.18 45 220 189 175 171 147 136 78.7 0.785 1.011S 1245 1 OAS 1.4 0.16 50 217 187 173 1 168 145 134 78.7 0.81 1.09 127 t O.e5 1.4 0.18 55 214 185 172 166 144 133 76.7 0.83 1.11 129 1 0.85 1.4 0.76 60 212 184 171 164 142 132 7&7 0.85 1.13 1.31 1 0.85 t.4 0.18 100 175 155 146 136 120 113 7&7 0.99 128 1.43 hae0 t 0.85 1.6 0.18 HardiePantel® 5/16 48 co orlon 6 2X4 wood HerrvFlr 24 0.15 147 134 121 114 103 94 31.3 0.7 0.85 1.03 hs80 1 OAS 1.4 0.18 20 147 130 119 1 114 101 92 31.3 0.7 0.0 1.08 1 0.85 1.4 0.19 2S 147 127 116 114 98 90 31.3 0.7 494 1.12 1 0.85 1.4 0.16 30 147 124 114 114 96 89 31.3 0.7 0.98 1.16 1 85 1.4 0.18 35 144 123 113 112 95 87 31.3 0.73 1.01 191q22 1 0.85 1.4 0.18 40 141 121 112 109 94 86 31.3 a76 1.04 1 0.85 1.4 0.18 45 139 119 110 108 92 86 31.3 0.785 1.065 1 0.85 1.4 IS 50 137 118 106 91 31.3 Oal 1.00 1Qa5 1.40.18551351171059131.3 0.83 1.11 1 0.85 1.4 a18601341161039031.3 0.0.5 1.13 1 0.85 1.4 0.18 100 111 a6 31.] 0.20 126 1 1.43 h+60 1 OAS 1.8 0.18 HerdiePenel® 5/18 48 ad common4 2X4 wood Hem -Fir 24 0.16 182 165 150 141 128 116 47.7 0.7 0.95 1.03 hsa0 1 0.85 1.4 eta 20 182 160 146 141 124 113 47.7 0.7 0.9 1.011 1 OAS 1.4 0.18 25 182 167 144 141 121 111 47.7 0.7 0.94 7.12 1 0.95 1.4 0.18 30 182 154 141 141 119 109 47.7 0.7 0.96 1.18 1 0.&S 71.4 0.18 35 178 151 139 138 117 108 47.7 0.73 1.01 1.79 1 0.95 1.4 0.18 40 174 142 138 135 116 107 47.7 0.76 1.04 1.22 1 OAS 1.4 0.10 45 172 147 136 133 114 106 47.7 0.7115 1.055 1245 1 0.85 1.4 0.18 50 169 146 13S 131 113 105 47.7 0.81 1.09 1.27 1 0.95. 1.4 0.19 55 167 144 434 129 112 104 47.7 0.83 1.11 1.26 1 0.85 1.4 0.18 60 165 143 133 128 111 103 47.7 0AS 1.13 1.311 111OAS 1.4 0.18 100 137 121 114 106 94 88 47.7 0.09 125 1.43 jhsffl I 1 10.05 1.8 0.18 HardiePanalls 5/16 48 4d, 0.091 in. shank X 0.225 in. NO X 1 ininlongroll shank 4 edge 8 field 2X4 wood SG20.36 16 0.15 144 131 112 112 101 92 30.0 0.7 0.85 1.03 h5SO 1 0.85 1.4 18 20 1" 127 116 112 98 90 30.0 0.7 0.9 1 0.85 1.4 0.18 25 144 124 114 112 96 88 30.0 0.7 0.94 t 0.85 1.4 418 30 144 122 112 112 94 87 30.0 0.7 0.05 1 0.65 AA 0.18 35 141 120 111 109 93 86 3&0 0.73 1.01 1 0.85 t.4 0.16 40 138 lie 107 92 30.0 0.76 1.04 1 aes 7 4 0.18 45 136 117 105 91 30.0 0.785 1.085 J1.31 1 0.85 1.4 418 5g 134 116 104 89 30.0 0.81 1.09 1 20 1.4 0.18 55 132 114 103 89 30.0 0.83 1.11 1 ass 1.4 0.16 80 131 113 101 88 30.0 0.85 1.13 1 a65 4 0. 161003000.99 1.26hs60 1 a85 1.8 0.18 RONALD I. OGAWA ASSOCIATES, INC. 16935 ALGONOUIN STREET $443 HUNTINGTON BEACH, CA 92649 714-202-2602 714-847-4585 FAX PROJECT: RIO-2686-17 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-642-7343 info ftemeshardie.com 2015 IBC, 2017 FBC 2015 IBC, 2017 FBC Allamble, Ultimate Allowable, Nominal Design Word, Speed, Design Wud. Speed. 4.eV V.S.I. 3-second gust mph) 3-second gust mph) Applicable to maands spcl6ed in (20151BC, 2017 FBC] Section 1609.1.1, as dmamme0 M 3)• Appli I to meends Specified in Excapt m 1 ovation3 of 1201518C, 2017 FBq Semen Coefficients used in Table 6 calculations for V,e Wud a sure category Wind exposure categorA SidingProduK Thitluxss Inches)es) Wdlh ches) ites) fastener Type Fastener Spacing frame Type tud Spacing finches) lingAeo Height"" feet) B C D B ' C D Able 0 n Load OW) Exp B ixp C Exp 0 K. K. GC. GG 0.15 198 180 163 153 139 126 56.6 0.7 0.85 1.03 hSS0 1 0.86 1.4 0.I6 HardiePanel® 114 48 Mir. No 8 X 1 in. long X 0.323 in diameter ribbed bugle head screw` 6 Min. No. 20 ga. 33m8)X 3.626 n. X 1.375 in metal Stud 16 20 198 175 152 153 135 123 56.6 0.7 0.0 1.08 1 OAS 1.4 0.18 2S lea 171 157 153 132 121 56.6 0.7 0.04 1.12 1 0.85 1.4 O.Ie 30 198 1 fi7 1 S4 153 130 lie 56.8 0.7 0.98 1.16 1 OAS 1.4 0.18 35 f94 tfis 152 I50 728 118 56.e 0.73 1.01 1.19 1 0.95 1.4 0.19 40 ISO 162 ISO 147 126 116 56.6 0.76 1.04 1.22 1 0.85 1.4 0.18 45 187 161 148 145 124 115 56.6 0.785 1.065 1.245 1 0.6fi 1.4 Fill 50 184 159 147 143 123 114 56.6 0.81 1.09 127 1 0.a5 1.4 Fie 55 182 157 146 141 122 113 56.6 0.63 1.11 1.29 1 0.85 1.4 0.10 60 180 156 145 139 121 112 56.6 0.95 1.13 1.31 I 0.65 1.4 Fla 100 1 149 132 124 115 102 96 56.9 0.99 129 1.43 h+e0 t I us 1.e 0.1a 0-15 146 132 120 113 102 93 30A 0.7 0.95 1.03 hsa0 I OAS 1.4 MIS HardiePane* 114 48 Min. No 8 X 1 in. long X 0.323 in head diameter ribbed 6 Min. No. 20 ga. 33 mg) X 3.625 in. X 1.375 24 20 146 128 117 113 99 91 30.6 0.7 0.9 1.09 1 OAS I.4 OAS 25 148 126 115 113 97 89 30.6 0.7 0.94 1.12 I O.85 1.4 0.18 30 146 123 113 113 95 Be 30.e 0.7 0.98 1.16 I 6. -es 1.4 0.+e 35 143 121 112 110 94 86 30.6 0.73 1.01 1.19 1 0.e5 1.4 0.+8 40 140 119 110 108 93 a5 30.6 0.76 1.0,1 1. 22 ass 74 0.18 45 137 lie 106 91 30.6 0.795 1.095 1245 t 0.a5 1.4 0.18 bugle head in metal stud SO 135 I77 105 90 30.8 0.81 1.09 1.27 1 0.86 1.4 O.1a SS 134 116 104 90 30.6 0.83 1.11 1.29 1 OAS 1.4 0.18 60 132 115 102 Be 30.6 0.65 1 1.19 1 1.31 1 1 0.BS 1.4 0.18 100 30.6 0.99 128 1.43 h+e0 1 10.95 1.8 10.18 ETBF 0.100 cL knurled Min. No. 0.15 198 ISO 163 163 139 127 56.7 0.7 O.eS 1.03 hsSO I o.a5 1.41 0.18 20 too 175 160 153 135 124 58.7 0.7 0.9 1.08 1 0.85 1.4 0.18 25 Ise 171 157 153 132 121 55.7 0.7 0.94 I.t2 I 0.85 1.4 0.18 Shia X 1.5 in. long head X in d dteme pin fastened 4 edge 8 field 20 ga. 33 ma) X X 1.375 in metal Stud 30 too 167 154 153 130 119 56.7 017 0.09 1.16 1 0.85 1.4 0.18 3S 194 16S 152 ISO 128 118 59.7 0.73 1.01 1.19 0.a5 1 MIS 45 187 161 149 145 124 115 55.7 0.7116 1.065 1.245 1 0.85 1.4 0.18 50 154 159 147 143 123 114 56.7 0.81 1.09 1.27 1 0.95 4 0.10 55 182 157 146 141 122 113 56.7 0.83 1.11 1.29 1 0.85 1.4 0.18 fi0 ISO 156 145 139 121 112 50.7 0.a5 1.13 I.31 t OAS 1.4 0.18 100 149 132 124 Its 102 96 58.7 0.90 128 IAA PPW t I OAS 1 -1.8 0.18 ET& F 0. 100 h. knurled Min. No. 0. 15 163 139 126 lie 107 98 33.7 0.7 OAS 1.03 hs80 I 0.85 1.4 0.18 20 153 135 123 118 104 95 33.7 0.7 0.0 1.06 1 0.95 1.4 0.18 25 153 132 121 118 102 94 33.7 0.7 0.94 1.12 1 0,85 1.4 0.18 HardiePenel® 5/16 48 Shank X 1. 5 in. long head X in. teed diameterpin 1aStene 4 edge a fieldX 20 ga. 33 mill X 3. 625 kL 1. 375 in metal Stud 24 30 153 129 119 118 100 92 33.7 0.7 0.08 1.16 1 0.85 1.4 0.18 35 ISO 127 117 116 99 91 33.7 0.73 1.01 1.12 1 OAS 1.4 0.18 40 147 125 116 114 97 90 33.7 0.76 1.04 1.22 1 0.85 1.4 0.,e 45 144 124 115 112 96 a9 33.7 0.785 1.065 1.245 1 0.85 1.4 0.16 50 142 122 113 NO 95 Be 33.7 0.81 1.09 127 1 OAS 1.4 0.18 55 140 121 113 109 94 87 33.7 0.83 1.11 1.29 1 0.85 lA 0.18 60 139 120 112 107 93. 87 33.7 o.as 1.13 1.31 1 OAS 1.4. 0AS 100 Its 89 33.7 0.99 1-U 1 0.85 1.8 0.18 1. avows arts Peneoam ale mesa maneig at reasi wee rw ueeaaa. 2. Knurled shank pins shag penetrate the metal framing at least 114 inch. 3. Building height a mean roof height (m feet) of a building, except that aeve height shall be used for roof angle 0 less than or equal to 10' (2-12 roof 4. V. a ultimate design wind speed S. Vr n nominal design wind speed 6. Linear Imerpdation or building height (s 60 it) and wind speed is permitted. 7. Wad speed design assumptions per Analytical Method in ASCE 7-10 Chapter 30 CBC Pan 1 and Pan 3: Ka-1, "0.85, GC.-1.4 (hS60)• GC.-1 LIMITATIONS OF USE: ` 1) Fastener pulIpu1 must be evaluated when nsta0ed a species of wood studs other than that which was tested. 2) In High Velocity Hurricane Zones (HVHZ) Install per MiamikMde County Florida, NOA 17-0406.06 OGAW4 - lEN, B'a' ha60) • 5n7 F 2 C0Ri13P Florida Building Code Online Page 1 of 2 e I N®R BCts Moore Lop In User Registration ; Hot Topic Subndt Surcharge Stats B Facts Publications FBC stag SM site Map Links Search dba er// ,;.,' Product Approval I1t USER: Public User rgxm Product Approval Menu earch > Application List > Application Detail FL Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL12194-R6 Revision 2017 Approved 13 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 0 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 R' Validation Checklist - Hardcopy Received Certificate of Independence Fp t 2t 94 R6 COI ALC15001.3 2017 FBC Evaluation Report 04 T4 Soffits final.odf Referenced Standard and Year (of Standard) Standard AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code Year 2009 https ://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDquk24AUC%2 fE... 2/ 1 /2018 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 09/06/2017 Date Validated 09/06/2017 Date Pending FBC Approval 09/13/2017 Date Approved 12/12/2017 Date Revised 12/15/2017 Summary of Products FL >x Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12194 R6 II ALC15001.3 2017 FBC Evaluation Report 04 T4 Soffits final.odfApprovedforuseoutsideHVHZ- Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FL12194 R6 AE ALC15001.3 2017 FBC Evaluation Report 04 T4 Soffits final.odf Created by Independent Third Party: Yes Back Next Contact Its :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-4e7-M The State of Florida IS an AA/I30 employer. C^oyrioht 2007.2011 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 publk•recards 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 850.487.139S. -Pursuant to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The 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 It you are a licensee under Chapter 4SS, F.S., please click D=. Product Approval Accepts: mc=® rr GfedWIC&d Safe https://www.floridabuildina.org/pr/pr_app dtl.aspx?param=wGEVXQwtDquk24AUC%2fE... 2/ 1 /2018 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsine.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1, 1709.10 Properties: Wind Resistance REFERENCES Enti Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1609. 3. Soffits shall be labeled in accordance with FBC Section 1709.10. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to'ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. i CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 16' FULL VENr 19' CENTER VENT 18' S011I0 PANEL 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit panels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.3 FL12194-R6 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ECREEKTECHNICALSERVICES, 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, 60 Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. Ns Fs _ 2017.09.01 No 74021 10-:06:1 S 9 • 'STATE OF .tu Z _04f00 t 0T• P,• Zachary R. Priest, P.E. O R Vo C?`Florida Registration No. 74021 Sjp j A, E` Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (8 pages): 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 1Y T4 Soffit —12-inch o.c. Fastener Fastener Location Location i b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location i Location 11 Location 11 Location c. 16" 04 Soffit —16-inch o.c. Fastener Location i f- Fastener ALC15001.3 FL12194-R6 Page 1 of 8 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration'for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16' Q4 Soffit— 8-inch o.c. Fastener Fastener Fastener Location Location Location ALUMINUM COILS, INC Soffits Approved S stem Numbers and Definitions 12F-# Approved Systems for 12-inch Overhang with F-Channel 12J4 Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel " 16J4 Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# Approved Systems for 24-inch Overhang with J-Channel ApI56ndix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/8-inch One (1) min. 1 3/4-inch long x. 072-inch dia. x min. 3/16- 0 12F-1 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. trim nail t40.0 24-inch o.c. O.C. spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 1/4-inch 48 12F-2 16-inch Wood crown staples In diamond pattern Wood crown staple spaced B-Inch o.c. head dia. trip nail spaced 46- 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 3/44nch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 8-inch o.c. cinch pandsecuringeachpanellap head dia. trip nail spaced 48- 64.2 Inch o.c. ALC15001.3 FL12194-R6 • Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 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 Apoendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Three (3) min. 3/4- Inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. 16-inch Wood slaters in diamond long x 3/8 inch head diameter screw spaced 16-inch o.c. Wood 1/ inch crown staple 0.072-inch dia. x min. 1/4-inch head die. trip nail spaced 48- 48 64.2 pattern spaced 24- connecting soffit to J-channel spaced B-inch o.c. inch o.c. inch o.c. 1 Approved Systems for 16-inch overhang with F-Channel G Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 353.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced max. 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond-paltem Wood 4-inch o.c. and securing each finishing nail with min. 3/16- 353.3 spaced 16-inch o.c. panel tap inch head spaced 12-inch o.c. Max. One (1) 3/8-Inchhead dia.- nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0.072 inch dia. x min. 16F-3 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch head dia. trim nail t25.6 inch o.c. - O.C. 3/16-inch 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- 27 16F-4 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 24-inch o.c. spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 3 of 8 This evaluation report is provided for Stale of Florida product approval under Rule 611320-3. The manufacturer shall nolify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psi) 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- 343.3 1&inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. Three (3) 18 ga. 1/4-inch crown x 1- OnecrownOne (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-6 Max. 1 Max. Wood inch leg staples in diamond pattern Wood leg staple spaced nchI c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. lap inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psi) 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 23.6 16J-1 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4 spaced 24-inch o.c. nail spaced 48-inch o.c. ALC15001.3 FL12194-R6 Page 4 of 8 This evaluation report Is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits 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 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. 801-90 diamond pattern inch x 7d ring One (1) min. 1.75-inch inch o.c. 3116-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-Inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 801 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 ratter with one Wood leg staple spaced B- finishing nail with min. 76.6 spaced 8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced Inch ring .shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 5 of 8 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall 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. / ECREEK 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 W Substrate F-Channel, ..- Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple securing the No.2 SYP nailer of each female Three (3) 18 ga.1/4- anchored to lock or spaced One (1) 18 ga. 1/4- Ohe (1) min. 1.75-inch x Max. inch crown x 1-inch railer with one 16-inch o.c. securing inch crown x 1-Inch 0.072-inch diameter 24F-4 16 inch Wood leg staples in min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 diamond pattern ininx 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-Inch o.c. shank nail One ( 1) min. 1.754nch each panel lap 16-inch o.c. t 24-inch o.c. x 0.0724nch diameter finishing nail with min. 3/ 164nch 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 Q.072-inch diameter 24F- 5 Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 16- inch roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16- inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.0724nch diameter finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. ALC15001. 3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 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 Apondix 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 Masdnly inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 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 164nch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. ALC15001. 3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall nolity CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psQ 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.t/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 D.C. anchored to ga.1/4-inch crown through the rafter securing each panel aOne (1) 18 g. One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-Inch 1) min. 2:25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min. 360 inch x 7d ring pallem spaced 16- min. 2.25 inch x 7d One (1) min. 1.75- 8-inch D.C.3/16-inch head spaced shank nail inch D.C. ring shank nails toe- inch x 0.072-inch 12-inch D.C. 24-inch D.C. nailed on either side diameter finishing oilhe batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch D.C. rafter spacing is 24-inch D.C. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 14nch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga.''%- anchored to ga.1/4-inch crown through the rafter spaced 16-inch D.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 Iwo (2) lap Wood inch D.C.and finishing nail with min. 53.3 inch x 7d ringmin. pattern spaced 16- 2.25-inch x 7d securing each panel 3/16 -inch head spaced shank nail inch D.C. ring shank nails toe- One (1) min. 1.75- lap 16-inch D.C. 24-inch D.C. nailed on either side inch x 0.072-inch of the batten at diameter finishing each 6alten/rafter nail wilh min. 3/16- intersection. Max. Inch head spaced rafter spacing is 44nch D.C. 24-inch D.C. ALC15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix 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 12F-1 & 12F-3 Min. 3/6.• head din. nail with min; Im' engagementlfor 'rood 'substrate) .br min. 0-097• dia. T-nail'or stub na1.1 with m1n. S/0' engagemontl(or concrete ok block oubstretb),,, spaced as•notao above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) F" CHANNEL Hood, Concrete or Block Hall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8.' STAPLE 16" O.C. FASCIA LIP 1 /4 PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 1 of 12 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail i ";,°' `, SOFFIT STAPLE OPEN RAFTER 3/a" x 1/a" i DIAAMO ND PATTERN r El DETAIUSINGiCROWNSTAPLES A DIAMOND e' AtAFUs PATTERN FACIA BOARD FASCIA -CAP 12F-2 3/4" X 1/4" CROWN FACIA BOARD B" 1-3/4" TRIM NAILONCENTER PAINTED S.S. 1-3/4" TRIM NAIL STAPLE F" CHANNEL CAN BE PAINTED S.S. 48" FASCIA CAPINSTALLEDWITHTHEOC. NAILING FLANGE UP OR 3/4" X 1/4" DOWN CROWN STAPLE SOFFIT: Max,. 12-1noli span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001.3 FL12194-RB Page 2 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall nolify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. MCREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits AplSendix B System No. Installation Detail OPEN RAFTER Lj 318' , SOFFIT STAPLE DIST I SINUS DIAMOND PATTERN DETAIL FACIA 80ARD n• otrWEcHi SINUS i 3/4- X 1/4- CROWN STAPLE -24' ON CENTER USING A DIAMOND 'PATTERN FASCIA CAP 12J-1 3/4' X 1/4- CROWN 8" FACIA BOARD 1-3/4'. TRIM NAIL CHANNEL 1=3/4' TRIM NAIL STAPLE ON CENTER. PAINTED S.S. acrewed to •doffit with onelli Be•x PAINTED S.S. 48" FASCIA CAP 1/2" x /B•' head diameter screx, O.C. 3/4' X 1/4' 16• o:c. CROWN STAPLE SOFFIT —max.. 12-inch span WOOD OR BLOCK SUBSTRATE SOFFIT —' SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-RB Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I J' TRIM NAIL FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT I-xj- CROWN STAPLE OPEN RAFTER FASCIA BOARD N Oa 5/6' INt1 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER TO SOFFIT L FASCIA DETAIL F' CHANNEL -- SOFFIT; MAX. 16' SPAN MASONRY SUBSTRATE ALC15001.3 FL12194-R6 Page 4 of 12 This evaluation report Is provided for Stale of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail . 41n, 3/0" head dia, nail. with min.. 114° engAgemant('toc wood subst.tate) bt* min. 0.697" did. T- nail'or stub nail with min. .5/a': ongagement(for concreto ' ok' b.lcck subetrpta) ; Gpac6d 'es 1nbt6d above.. FASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" 'CHANNEL Wo+xl,. Concrete or- alock..Wall STAPLE SOFFIT TO FASCIA BOARD #T5.0 3/8"' X 3/8" STAPLE 16" O.C. FASCIA LIP 1./4" PAINTED S.S; 1 .3/44" TRIM NAIL MIN. .5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 5 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 Appbndix B System No. Installation Detail i KTV ` SOFFIT STAPLE OPEN RAFTER 3/4• x 1 a• DIAMOND PATTERN_ D AIIire. CROWN STAPLES 1 j USING A DIAMOND —+-I °C7VEMI SINUS / PATTERN FACIA BOARD / FASCIA CAP 16F-4 3/4• x 1/4• CROWN FACIA BOARD B• 1-3/4• TRIM NAIL STAPLE ON CENTER 1-3/4• TRIM NAIL PAINTED. S.S. T_-F" CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEDWITHTHE; O.C. NAIUNG FLANGE UP OR 3/a• x 1/a" DOWN CROWN STAPLE SDI:M_ max•. 16-Anini span WOOD SOFFIT • SUBSTRATE SOFFIT &FASCIA DELI. ALC15001.3 FL12194-RB Page 6 of 12 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC No. Installation Detail USING 16F-2 & PATTER 16F-6 I DIAHO F- Su AFTER BOARD CAP; REFER FIT L FASCIA MAX. 16- I J' T PAI ALUMINUM COILS, INC Soffits Appendix B FASCIA BOARD FASCIA CAP rq- CROWN STAPLE SOFFIT & FASCIA DETAIL SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 Page 7 of 12 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 16J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 3/4' X 1/4' CROWN STAPLE '24' ON CENTER. USING' A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4 • TRIM NAZI PAINTED S.S. 48' O.C. SnFFrT—max. 16-inch span ALUMINUM COILS, INC Soffits Appendix B 3Ar Inv= SOFFIT STAPLE DIAMOND PATTERN 1 TIIDEAIL FACIA BOARD _ ie•. enrm+i st n[s ASCIA CAP 3/4" X 1/4- CROWN STAPLE "0' ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. SOFFIT FACIA BOARD FASCIA CAP' 3/4' X 1/4" CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001.3 FL12194-R6 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I }' 1RW NA0. FASCIA BOARD PAINTED S.S. 1'4' [ROMII I FASCIA CAP STAPLES USING A DIAMOND PATTERN: REFER TO SOFFIT 1'rt' CROWN STAPLE SOFFIT STAPLE DIAMDND PATTERN DETAIL 1 t' TRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA DETAIL • 24F-1 & 24F4 1'rt' CROWN STAPLE FASCIA UPi REFER _- 10 SOFFIT 1, FASCIA DETAIL. F-CNAIINEL nal SY Ballen Anchored to SOFFIT; MAX, 24' Rafter& with one Id Rtnq Shank Nall at every Rafter MOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.3 FL12194-R6 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. ECREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t TRW NAIL FASCIA BOARD PANITED S.S. 14' SMOOTH SHANK FASCIA CAP ROOF NAILS SOFFIT CROWN STAPLE It' IBM NA d FASCIA BOARD PANIIED S.S. SOFFIT & FASCIA 20-2 & DETAIL 24 F-5 I'rj' [ROWN STAPLE FASCIA CAP: REFER 10 SOFFIT L FASCIA DETAIL mammal rxr SYP Batten An,6rad to SOFFIT; MAX. W F-[HANNEL Rapers Qh one 1d RIAQ Shank flag aI cvetl Rdltr WOOD SUBSIRATE ALC15001.3 FL12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. HCREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No: Installation Detail 1 I' TRIM NAIL FASCIA BOARD PAINTED SS 11.6A i' T-MAILS FASCIA CAP SOFFIT rat' CROWN STAPLE 1 +' TRIM MAN. FASCIA BOARD PAINTED S.S. ASOFFIT FASCIA DETAIL 24 F-3 & 24F-6 1'.J' CROWN STAPLE FASdA CAP, REFTR' TO SOFFIT & FASCIA DETAIL Nominal 1'a1' SYP Ballen Anchored to SOFFIT; MAX. it' F-CHANNEL Ratters vilA one 1d Rinl She Nan at every Roller MASONRY ALC15001.3 FL12194-R6 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. sm CREEK TECHNICAL SERVICES, LLC- ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 f' HIM NAIL . FASCIA BOARD PAINTED S.S. 1'al' CROWN STAPLES FASCIA CAP 1151116 A DIAMOND' SOFFIT PATTERN; REFER TD 1'4' ERDWN STAPLE SOFFIT STAPLE [ANnLEV[R(D DIAMOND PATTERN RAFTER DETAIL . FASEIA BOARD I t' TRIM MAN SOFFIT & FASCIA PAINTED ss. •DE•TAIL 24J-1 & Ye' CROWN STAPLE 24J-2 -- FASCIA CAPI REFER SOFFIT A FASCIA DETAIL / 8 \ Numb T SVeollene . ecebbe bd otween'roNen and SOFFIT; IIA%: 2A' 3/B 1- CHANNEL eeculed with one (1) 7d ling not sbolghl-noned Ihlough the loner Into the and WOOD SUBSTRATE of the be0en or Iwo (2) 7d / Mp e(lenk nells toe-ndled on \ ` et111e1 side of the bottom et ft botlemanel Intersection \ / SOFFIT STAPLE DIAMOND PATTERN ALC15001. 3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Ap0bridix C The following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-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„i, is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1.3 of the FBC. B. 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 34 ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installalion, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C n;WndEll.7essiiT690 j$6ffits in.Ez '6s6ir6-. y "^r' : BTypeullding Zoe Mean Roof H I'rh"(ff 120 130. 140 13aslcaWlniltS 150 et3f3- in' h 160 1;70 180. 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9' 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 1 -50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 •. 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 ALC15001. 3 FL72194-146 Page 2 of 4 This evaluation report is provided for Slate of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes 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 k", r 4F+`s, '" 3" : Desi n Wind,Pressiiies foP'Soffits'irisEz osureC' t F t'''t h.a. s TYPe tc#= Zone. y+,f Mean: HeR f ft 130 10 140 Basic Wnd 50 60 1t70 180 1.9020 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7. 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 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 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 •. 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 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 ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall 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, inslallstion, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C hEW16'fxPre§si res?fti tSoffits' n+Ex osure,'.D' wa: 1 ?` BuildmgG`ZoneRoofa `Type==}Het" Mean ft _ 120 1'30 1i44 0 Basic Wtriil S''eed 1.0 16 m h 1 0' 180 T 190 r ' 2 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 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 Enclosed 4 20 16.7 19.5 .. 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL72194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 318" F-Channel 318" J-Channel 3/8" 3/4" 1/8" HEM 1 S/8" T 3/4' 3/8' ISOMETRIC VIEW 3/8' PROFILE ISOMEIRIC VIEW U81 PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 1 of 4 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC S 3/4" 7/6" 1/8" HEM 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Apfiendix D ALC15001.3 FL12194-R6 Page 2 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC 16" 04 Soffit e.tsn 18"' BI:AIVK 3; / 8. PR061LE t.li5-eef D D.D D D DDDD DDDDD :s D DD DDDDD D D D D ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall 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" 74811 3 1/8" 7/8" 3 1/8" S/16" 1/1" 1/2" 1/2" 3/8" 0.12rWP, 13.75" BLANK 3/8" PROFILE DDDD D D D D D D 0 IDDDD DDDD END OF REPORT ALUMINUM COILS, INC Soffits Appendix D ALC15001.3 FL72194-116 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. Florida Building Code Online Page 1 of 3 Business •Professionaf• a r 6US Home I Log In I user Registration ; Hot Topic I Submit surcharge I stets 6 Facts ; Publications I FeC stag ; acts site Map I units I search I Or Product Approval USER: Public User Proputt Approval Menu > Propuet pr Appiintion search > Application List > Application Detall FL # FL7006-R10 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FRI IKO Industries, Ltd 40 Hansen Road South Brampton, NON -US L6W 31-14 708)496-2800 Ext200 rm etz001 @ to m p a ba y . rr. co m Robert Metz rmetz001@tampabay.rr.com Bob Metz REMCO of Pinellas 4S6 Avila Circle NE Saint Petersburg, FL 33703 727) 776-S261 rmetzOO1@tampabay.rr.com Don Shaw IKO Industries LTD 120 Hay Rd. Wilmington, DE 19808 717) S79-6706 don.shaw@iko.com Roofing Asphalt Shingles Certification Mark or Listing FM Approvals - CER Locke Bowden G Validation Checklist - Hardcopy Received Standard ASTM D3161 modified to 110 mph ASTM D3462 ASTM D71S8 Class H ASTM E108 Year 2016 2010 2011 2011 https://a-A,vv.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3 K... 2/6/2018 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 10/08/2017 Date Validated 10/30/2017 Date Pending FBC Approval Date Approved 11/01/2017 Summary of Products FL # Model, Number or Name Description 7006.1 Cambridge, Cambridge HD, Laminated architectural fiberglass asphalt shingle Biltmore and Biltmore HO manufactured at IKO's Kankakee, IL; Hawkesbury, Ont.; Wilmington, DE; Sylacauga,AL and Toronto, Ont. plants Limits of Use Certification Agency Certificate Approved for use in HVH2:: Yes FL7006 R10 C CAC Letter - ASTM D3161 letter - (9-26- 2017) from FM.odfApprovedforuseoutsideHVH2: Yes Impact Resistant: N/A FL7006 RIO C CAC Letter - ASTM 03462 letter - (9-26- 2017).odfDesignPressure: N/A Other: FL7006 R10 C CAC Letter - ASTM E108 letter - (9-26- 2017).odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R10 11 1KO-187-02-01 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 Parry: 7006.2 Hip and Ridge 12 Cap This is a 12" x 12" fiberglass asphalt shingle used to cover the hip and/or ridge of an asphalt shingle roof system manufactured at IKO's Kankakee, IL, Toronto, Ont. and Brampton, Ontario plants. Limits of Use Certification Agency Certificate Approved for use in HVH2: Yes FL7006 R10 C CAC ASTM D 3462 - Shinole letter Approved for use outside HVH2: Yes Surveillance Audit Location - (6-28-2017).odf Impact Resistant. N/A FL7006 R10 C CAC Letter - ASTM 03161 letter - (9-26- 20171 from FM.odfDesignPressure: N/A Other: FL7006 R10 C GAG Letter - ASTM D3462 letter - (9-26- 20171. odf FL7006 R10 C CAC Letter - ASTM E108 letter - (9-26- 2017), odf Quality Assurance Contract Expiration Date 12/31/2020. Installation Instructions FL7006 R10 II Hio and Ridge Cao Shinole ]nstallation Instructions.odf FL7006 R10 Il IKO-187-02-01 Letter - Installation Instructions for FBC FL7006.odf Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.3 Leading Edge Plus Asphalt Shingle One piece fiberglass asphalt shingle used as a starter strip at Starter Strip the bottom of a roof system manufactured in Brampton and Hawkesbury, Ontario plants Limits of Use Certification Agency Certificate Approved for,use•in-HVH2: Yes FL7006 R10 C CAC Letter - ASTM 03161 letter - (9-26- 20171 from FM.odfApprovedforuseoutsideHVH2: Yes Impact Resistant: N/A FL7006 R10 C CAC Letter - ASTM D3462 letter - (9-26- 2017).odfDesignPressure: N/A Other: FL7006 R10 C CAC Letter - ASTM E108 letter - (9-26- 20171.odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R10 Il IKO-187-02-01 Letter - Installation Instructions for FBC FL7006.odf FL7006 R10 11 Roofino-Products-Leadina-Edoe-Plus- Aool ication -EN(1 1. odf Verified By: Duc T Nguyen PE 6SO34 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Parry: https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3 K... 2/6/2018 Florida Building Code Online Page 3 of 3 7006.4 I Marathon Plus AR, Superglass Plus I 3 tab fiberglass asphalt shingle manufactured at IKO's AR Brampton, Ontario, Hawkesbury Ont., Toronto, Ont.; Sylacauga, AL and Kanakakee, IL plants Limits of Use Approved for use in HVH2: Yes Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate FL7006 R10 C CAC Letter - ASTM D3161 letter - (9-26- 2017) from FM.odf FL7006 R10 C CAC Letter - ASTM D3462 letter - (9-26- 2017).odfodf FL7006 R10 C CAC Letter - ASTM E108 letter - (9-26- 20171. odf Quality Assurance Contract Expiration Date 12/20/2020 Installation Instructions FL7006 R10 Il IKO-187-02-01 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: Bads Neat Contact us :: 2601 Blair scene Road. Tallahassee F112199 Phan: RSO4117-1924 The State of Florida Is an AA/EE0 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 a -man address released in response to a public -[!cords request, do not send electronic man to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.139S. Pursuant to Section 455.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. tfowever email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., Please dick h=L. Product Approval Accepts: M ® 1 eta Crean Catd Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3 K... 2/6/2018 Apom'Irc CONSTRUCTION MATERIALS TECHNOLOGIES October 27, 2017 IKO Industries, Ltd 120 Hay Rd. Wilmington, DE 19809 Re: FBC FL7006 Sir(s), PRI Construction Materials Technologies has completed a technical review and attached sealed shingle instructions in compliance the 2017 Florida Building Code. This review was completed based on the receipt of following evidence from IKO Industries, Ltd: 1) IKO Shingle Application Instructions — 3-Tab Shingles EN-3Tab Appins_8AGXEFS-2012-11 reformatted 2013-02-rev07/13-Florida) 2) IKO Laminated Shingles Application Instructions EN -Laminated Appins_8TTEFS-2012-04_reformatted 2013-02-rev07/13-Florida) 3) IKO Hip and Ridge 12 Application Instructions EN-HipandRidgel2_3HRTri-2013-08_reformatted 2013-08) 4) IKO Leading Edge Plus Shingle Application Instructions EN-3LEP-Tri-2012-06—reformatted 2013-03) 5) ASTM D3161 Test Report (FM Approvals Project No. 3040947) The attached instructions should be used in conjunction with the published manufacturer's application instructions and applicable code. In the event the instructions conflict, these instructions shall govern. Statement of Independence: PRI Construction Materials Technologies and/or Duc T. Nguyen, FL P.E. do not have nor plan to acquire a financial interest in any company manufacturing or distributing products for which the test reports are issued. Signed: 7 l/ C Signed: r Brad Grzyboadski Due Ten Managing D rect. uor FloridaReere.Professional Engineer P. E. Number: 65034 Date: October 27, 2017 Date: October 27, 2017 Attachments: A) IKO Shingle Application Instructions - 3-Tab B) IKO Laminated Shingles Application Instructions C) IKO Hip and Ridge 12 Application Instructions D) IKO Leading Edge Plus Application Instructions IKO- 187-02-01 PRI Conswaion Materials Tedmobgies, LLC. 6412 BOW Drive Tampa, FL 33610 Tel: 813.62 -SM Fax: 813621.5640 e-mafi: mawdalstesfing@priam.com WehSite: http AWAV.pricmuam i IKO Installation Instructions for Asphalt Shingles Page 2 of 5 IKO Shingle Application Instructions — 3-Tab Shingles ASTM D3161, Class F — IKO Marathon 25 AR and CRC Superglass M25AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC. UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1 /8" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (600) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-5/8°. STEEP SLOPES 1-17 1-1rF SEALING STRtP 6118' HAILS HAILS 00 NOT NAIL INTO OR ABOVE THE SEALING STRIP PRI ConsMction MeterialS Technologies, LLC. 6/12 Badger (hive Tampa, FL 33610 Tel: 813.621-SM fax: 813-0-%40 e-mail: materialstesdng@ptit mLoom WebSNe: httpJAratw.prttxnLcom IKO Installation Instructions for Asphalt Shingles Page 3 of 5 IKO Laminated Shingles Application Instructions ASTM D3161, Class F — Cambridge, Cambridge HD, and CRC Biltmore AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC. UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underiayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed in the nail line 7-3/8' below the top edge, approx. 1" and 13" in from each end. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (600) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-7/8'. 6 318't k7w- v NAILS v 7 318- NAIL LINE NAILING - STEEP SLOPES APPLICATION Use Sk nails as shOWn. tarr/p i ra•YI i V CEMENT PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PRI ConseucWn MatedMs Technologies. LLC. 6412 Badger Drive Tampa FL 33610 Tel: 8*421.SM Fax: 813.0-5840 e-mail: materialstesting@pricmLoom WebSite: httpJ/www.pricmLcom v NAILS v 7 318- NAIL LINE NAILING - STEEP SLOPES APPLICATION Use Sk nails as shOWn. tarr/p i ra•YI i V CEMENT PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PRI ConseucWn MatedMs Technologies. LLC. 6412 Badger Drive Tampa FL 33610 Tel: 8*421.SM Fax: 813.0-5840 e-mail: materialstesting@pricmLoom WebSite: httpJ/www.pricmLcom I IKO Installation Instructions for Asphalt Shingles Page 4 of 5 IKO Hip and Ridge 12 Application Instructions ASTM D3161, Class F — IKO Hip and Ridge 12) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. Cut hip and ridge shingles into thirds, using.the perforation marks as a cutting guide. These shingles are designed for a 51/8" (130 mm) exposure. (For a neater appearance, the top of each side of each piece has been factory trimmed on a 1" (25 mm) taper (see drawing). Bend each piece over the hip or ridge, and nail 5 5/8" (143 mm) above the butt edge 1" (25 mm) in from each edge, exposing each piece 5 1/8" (130 mm). Apply hip pieces starting at the lower end of the hip, working up toward the ridge. On hip roofs, apply ridge pieces starting at each end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end opposite to the prevailing wind direction and continue to the other end. Note: To obtain a three-dimensional effect, (which is recommended, but not required), apply hip and ridge shingles double thickness by stacking 2 pieces on top of one another, the lower piece extending about 3/4" (19 mm) further than the top piece (see diagram). The final shingle should be set in cement, and the exposed nail heads of the final shingle should be covered with cement. Prior to application in cold weather, storing the shingles in a heated area will allow for easier bending. NOTE: SHINGLES MUST BE'APPLIED PROPERLY. THEYARE DESIGNED FOR USEAS HIPAND 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. TAPM CM PPo Constntaion Materials Technologies, I.I.C. 6412 Badger Drive Tampa, FL 33610 Tel: 813-621-5777 Fax: 813-621-5840 e-mail: materialstesting@pricmLmm WebSite: httpJ"W.priCmLCom IKO Installation Instructions for Asphalt Shingles Page 5 of 5 IKO Leading Edge Plus Application Instructions ASTM D3161, Class F — IKO Leading Edge Plus) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. 1. Apply any underlayment, eave protection, valley flashings, or drip edges to roof deck as required. 2. Each 39 3/8" x 131/4" (1000 mm x 336 mm) IKO Leading Edge Plus strip is perforated lengthwise for separation into two (2) shingles. Take one IKO Leading Edge Plus strip and fold flat at perforation to separate. 3. Take one of the separated shingles 39 3/8" x 6 5/8" (1000 mm x 168 mm) and remove approximately 20"(500 mm). Install this shingle on the lower left corner of the roof deck, granule side up, with the factory installed sealant adjacent to the eaves. The shingle should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge and 1" (25 mm) in from each end. 4. Take the leftover 20" (500 mm) piece shingle. Rotate the piece and align it vertically up the rake edge with the factory installed sealant adjacent to the outer edge of the roof. The shingle should overhang the rake edge by a nominal 1/4" (6 mm) minimum. Fasten the shingle to the roof deck with fasteners located 3" to 4" (75 mm to 100 mm) from the rake edge and 1" (25 mm) in from each end. 5. Repeat Steps 3 — 4 for the right lower comer of the roof deck. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" (9 mm) diameter heads, long enough to penetrate through plywood or 3/4" (20 mm) into boards. Use 4 nails per shingle placed 3" to 4" (75 mm to 100 mm) from the eave edge and approximately 1" and 13" (25 mm and 330 mm) in from each end. 6. Apply full-length IKO Leading Edge Plus shingles to the remaining eave edges of the roof deck. Install the shingles granule side up with the factory applied sealant adjacent to the eaves. The shingles should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingles to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge, 4 nails per shingle. 7. Apply roof shingles as per the instructions printed on each product's package. Make certain the first course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus. In this way, the sealant on the IKO Leading Edge Plus shingles will adhere to the first -course field shingles and help keep them from lifting in high winds. PPo Catsuudion Materials Technologies, LLC. 6412 Badger Drive Tampa, FL 33610 Tel: 813.0-SM Fax: 813-621-5840 email: mate ialstesting@PricmLoom WeDSite: httWAwarw.PdCrnLaom Florida Building Code Online Page 1 of 2 llti Business & Prof&ssional Regulation BOS Home I Log In User Registration I Mot Topics I Submit Surcharge Stats & Facts PublicationsFSC Staff &CIS Site Map Links I Search r ril a ' VUSER: ProductApproval Public User i eroeutt Aooroval Menu > Prooutt or Aooliution Search > Aooliution List > Application Detail FL # FL15216-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer InterWrap, Inc. Address/ Phone/Email 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mtupas@interwrap. com Authorized Signature Eduardo Lozano elozano@interwrap. com Technical Representative Eduardo Lozano Address/ Phone/Email 32923 Mission Way Mission, NON -US 00000 778) 945-2891 elozano@interwrap. com Quality Assurance Representative Address/ Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 09/30/2019 Validated By John W. Knezevich, PE 2 Validation Checklist - Hardcopy Received Certificate of Independence FL15216 R3 COI 2017 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 (tear) 2015 ASTM 0226 (physicals) 2009 Equivalence of Product Standards Certified By Sections from the Code https: Hwww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv'yVVKJZl Q... 2/6/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 10/10/2017 Date Validated 10/11/2017 Date Pending FBC Approval 10/15/2017 Date Approved 12/12/2017 Summary of Products r FL tt Model, Number or Name Description 15216.1 RhinoRoof Underlayments Synthetic roof underiayments Limits of Use Installation Instructions Approved for use in HVH2: No FLIS216 R3 II 2017 10 FINAL ER INTERWRAP RHINOROOF FL15216- R3.ndfApprovedforuseoutsideHVH2: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports FLIS216 R3 AE 2017 10 FINAL ER INTERWRAP RHINOROOF FL1S216- R3. odf Created by Independent Third Party: Yes Beds Nett Contact Us :: 2601 Blair Stone Ra". Tallahassee FL 12399 Phone: BSO-487-1824 The State of Florida It an AA/EEO employer. CeovNoht 2007-2013 State of Florida.:: Privacy Statement :: ActeSSibllity Statement :: Refund Statement Under Florida law, email addresses are public records. It you do not want your e-mail address released in response to a public -records request do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact OSO.487. 1395. -Pursuant to Section 45S.27S(1), Florida Statutes, eRealve October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Oepartment with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. It you do not wish to Supply a personal address, please provide the Oepartment 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 bete . Product Approval Accepts: o© CILdR:Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZl Q... 2/6/2018 QTOP, INITYIERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada 551)574-2939 EXTERIOR RESEARCH & DESIGN, LLC. Certificote of Authorizotion #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140S10.02.12-R3 FLiS216-R3 Date of Issuance: 02/17/2012 Revision 3:10/10/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 10/10/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. VTRINITYIERD ROOFING COMPONENT EVALUATION: 1., SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the following sections of the 6`" Edition (2017) Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.1.1, T1507.1.1 Unrolling, Breaking Strength, Pliability ASTM D226 2009 1507.1.1 Tear Strength ASTM D1970 2015 3. REFERENCES: Entity Examination Reference Date ITS (TST1509) Physical Properties 10OS39395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 10OS39395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 10OS39395COQ-006 03/14/2014 PRI (TSTS878) ASTM D1970; Tear strength OCF-330-02-02 10/03/2017 ITS (QUA1673) Quality Control Service Confirmation 09/30/2017 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment available in 42-inch wide rolls, and can be produced in various other sizes; meets FBC 1507.1.1 (Exception). S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVH2 jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: weER.va ea.E. TY16LE li ROOF GOVERiCIPT1DNS Asphalt Wood Shakes Slate or Underlayment Shingles Nail -On Tile Foam -On Tile Metal Shingles Simulated Slate RhinoRoof U20 Yes No No Yes Yes No 5.6 Exposure Limitations: RhinoRoof U20 shall not be left exposed for longer than 30-days after installation. Exterior Research and Design, U.C. Evaluation Report 140SiD.02.12-R3 Certificate of Authorization #9503 6r" EDITION (2017) FBC NON-HVH2 EVALUATION FM216-113 RhinoRoof Underlayments Revision 3: 10/10/2017 Page 2 of 3 VTRINITYIERD 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.3.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table 1S07.1.1 for the type of prepared roof covering to be installed, taking into account the wider sheet - width for double -layer applications. 6.3.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.3.2 Single Laver: Roof Slope > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Laver: 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Qingdao, China 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc. — QUA1673; (608) 836-4400 END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 140S10.02.12-113 Certificate ojAuthorilation #9503 eH EDITION 12017) FBC NON-HVHZ EVALUATION FLiS216-113 RhinoRoof Underlayments Revision 3: 10/10/2017 Page 3 of 3 Rhinoftof' U20 Synthetic Roofing Underlayment RhinoRoof• U20 Installation Instructions RhinoRoof" U20 is an air, water and vapor barrier and therefore must be installed above a properly ventilated space(s). Follow ALL building codes applicable to your geographical region and structure type as it is considered a vapor barrier. DECK PREP: Protrusions from the deck area must be removed and decks shall have no voids, damaged or unsupported areas. Deck surface should be free of debris, dry and moisture free. USE: RhinoRoof" U20 must be covered by primary roofing within 60 days of application. U20 is designed for use under; asphalt or synthetic shingles, metal in residential applications, and cedar shakes that have been primed. APPLICATION: For slopes from 4:12 and higher RhinoRoof' U20 is to be laid out horizontally (parallel) to the eave with the printed side up. Horizontal laps should be 4" and Vertical laps should be 6"and anchored approximately 1 " in from the edge. For low slope applications it is recommended to overlap 50% plus 1 ", for complete definition of low slope and guidelines consult authorities having jurisdiction. U20 product is not recommended for slopes less than 2:12. The use of roofing hammer, pneumatic air or gas driven fastener tools is acceptable. The use of straight edge cutting knives is recommended. FASTENERS: For same day coverage with primary roofing RhinoRoof" U20 can be anchored with corrosive resistant 3/8" head x 1" leg roofing nails (ring shank preferred, smooth leg acceptable). The use of every other anchoring location printed on the product is also acceptable. If U20 will be left exposed for up to 60 days the product must be anchored with 1 " plastic or metal cap smooth or ring shank roofing nails and anchored in all locations printed on the facer. DO NOT USE STAPLES: the use of staples to penetrate RhinoRoof" U20 will void warranty. ANCHORING: All anchoring nails must be flush, 90 degrees to the roof deck, and tight with the underlayment surface and the structural roof deck. Where seams and joints require sealant or adhesive use a low solvent plastic roofing cement meeting ASTM D-4586 Type 1, or Federal Spec SS-153 Type 1 such as Karnak, Henry, DAP, MB, Geocel or equivalent. Acceptable alternatives are butyl rubber, urethane, and EDPM based caulk or tape sealant. EXTENDED EXPOSURE: If RhinoRoof" U20 product will be exposed longer than 24 hours and up to 60 days then product must be attached to the structural roof deck using a minimum 1 " diameter plastic or metal cap roofing nails (ring shank preferred but smooth leg acceptable). Miami Dade approved tin tags/metal caps are also acceptable, and it is recommended for best performance to use with the rough edge facing up. For extended exposure it is always recommended to anchor do every printed position on the facer. RhinoRoof• U20 is not designed for indefinite outdoor exposure. For extended exposure conditions where driving rain or strong winds are expected it is recommended to take additional precautions such as doubling the lap widths. Alternately or in addition to a compatible sealant could be used between the laps or a peel and stick tape could be applied to the overlaps. CAUTION - READ GOOD SAFETY PRACTICES BELOW Good safety practices should be followed on steep slope roofs, such as use of tie -offs, toe boards, ladders and/or safety ropes and personal body harnesses. Follow OSHA guidelines. Slip resistance may vary with surface conditions from debris that accumulates, weather, footwear and roof pitch. Failure to use proper safety gear can result in serious injury. Depending on roof pitch and surface conditions, blocking may be required to support materials on the roof and is good safety practice. Remember to seal the nail holes after removing blocking. InterWrap® Roofing Products Division Charleston, SC • Vancouver, BC • Mission, BC • Montreal, OC e ya s Web: www.InterWrap.com/roofing I E-mail: info®interwrap.com "1e MBER mac` Toll Free: 888 713 7663 1 Tel: 778 945 2888 Florida Building Code Online Page 1 of 2 Business & -g• lrc f BUS Home Log in I use, Registration Hot Topics ' Submit Surcharge I Stets & Facts; ; Publication I FSC Staff BUS Site Map LlnkS SearchdRaida Product ApprovalriUSER: Public User trwy a Product Approval Menu > Proouet or Aooliution Search > A[Ihlication Lkt > Application Detail FL x FL16994-RS Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email E Southeastern Metals Mfg. Co. 11801 Industry Drive Jacksonville, FL 32218 904)696-4682 jhkelsey@semetals.com Jeremy Kelsey jhkelsey@semetals.com Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Evaluation Report from a .Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/20/2020 Validated By Locke Bowden C Validation Checklist - Hardcopy Received Certificate of Independence FL16994 R5 COI SEM14001.Sa 2017 FBC Eval Report Off -Ridge Vent Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method nfial.odf 1503.5 1709.2 Method 2 Option B https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvBwYu9TrZN... 2/6/2018 Florida Building Code Online Page 2 of 2 Date Submitted 09/26/2017 Date Validated 10/10/2017 Date Pending FBC Approval 10/15/2017 Date Approved 12/12/2017 Summary of Products r i FL !t Model, Number or Name Description 16994.1 Off Ridge Vent 4-R, 6-ft, and 8-R off ridge vents for use with asphalt shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL16994 RS 1I SEM14001.Sa 2017 FBC Eval Reoort Off - Ridge Vent final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: +0/-18 Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL16994 RS AE SEM14001.5a 2017 FBC Eval Reoort Off - Ridge Vent final.odf Created by Independent Third Party: Yes 16994.2 Tile Off Ridge Vent 4-R, 6-ft, and 8-R off ridge vents for use with clay or concrete tile Limits of Use Installation Instructions Approved for use in HVHZ: No FL16994 R5 II •SEM14001.5b 2017 FBC Eval Report Tile Roof Vent final.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: +0/-9 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FL16994 RS AE SEM14001.Sb 2017 FBC Eval Reoort Tile Roof Vent final.odf Created by Independent Third Party: Yes Bade Ne:t Contact Los :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 8S0-487.1824 The State of Florida B an AA/EEO employer. cnevriaht 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 publk•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 8S0.487.139S. •Pursuant to Section 4SS.27S(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 4SS, F.S., please click LML. Product Approval Accepts: 9M Crl:dr Card . Safe https://wvA-Ar.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvBwYu9TrZN... 2/6/2018 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6T" EDITION (2017) Manufacturer: Southeastern Metals Manufacturing Co., Inc. (SEMCO) Issued October 10, 2017 11801 Industry Drive Jacksonville, FL 32218 800) 874-0335 http://www.semetals.com Manufacturing Plant: Jacksonville, FL Quality Assurance: UL LLC (QUA1743) SCOPE Category: Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Code Sections: 1503.5, 1709.2 Properties: Roof Ventilation REFERENCES Enti PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) Zachary R. Priest, P.E. (CREEK Technical Services) PRODUCT DESCRIPTION Off Ridge Vent: Report No. Standard Year SEM-029-02-01 ASTM E 330 2014 SEM-031-02-01 ASTM E 330 2014 SEM14003 Calculations 2014 Minimum 26 ga. ASTM A792 or ASTM A653 CS Type B steel; Shall conform with FBC Section 1503.2 Maximum dimensions of the vent are 24-inch wide x 102-inch long x 4.25-inch high. Vent is available in nominal 4-ft, 6-ft and 8-ft sizes. SEM14001.5a FL16994-R5 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specificaly addressed herein. Southeastern Metals Manufacturing Co., Inc. CREEK Off Ridge Vent TECHNICAL SERVICES, LLC PRODUCT APPLICATION Deck Type: Minimum 7/16-inch APA span rated OSB sheathing or 15/32-inch APA span rated plywood sheathing for new and existing roof deck (Deck shall be designed by others in accordance with FBC requirements). Roof slope: Minimum 2:12 Installation Height: Maximum 33-ft Roof Cut -Out: 2.5-inch wide x 42-inch opening for the nominal 4-ft vent 2.5-inch wide x 66-inch opening for the nominal 6-ft vent 2.5-inch wide x 90-inch opening for the nominal 8-ft vent Attachment Method: Cut-out opening as prescribed above into the sheathing located a minimum 6-inch off the ridge. For a single vent, install the vent as close to the center of the roof length as possible. Multiple vents should be evenly spaced -along the roof length. Remove interfering shingle nails around the perimeter of the opening and any debris prior to placing vent. Apply ASTM D 4586 or ASTM D 3409, Type I roofing cement/mastic to the underside of the perimeter flange to continuously surround and seal the flange. Position the vent over the opening in the roof sheathing. Slide the top and side flanges of the vent underneath the shingles and allow the bottom flange to lie on top of the shingles. Attach the vent with #9 x min. 1.5-inch HWH screws with 0.5- inch sealing washers or min. 12 ca. x 1-1/4-inch rina shank nails with min. 3/8-inch diameter heads having sufficient length to penetrate through the sheathing a minimum of 3/8-inch. The fasteners shall be located 1-inch from the edge of the flange and 5.5- inches o.c. along all four sides of the vent. All loosened shingles shall be adhered down with roof cement/mastic. When nails are used to attach the vent, all penetrations through the vent flange shall be sealed using ASTM D 4586 or ASTM D 3409, Type I roofing cement/mastic. Allowable Roof Coverings: Asphalt shingles Maximum Design -13.5 psf for 4-ft and 6-ft vents Pressure -18 psf for 8-ft vent Pressures calculated using 2:1 margin of safety per 1504.9 SEM14001.5a FL16994-R5 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Southeastern Metals Manufacturing Co., Inc. CREEK Off Ridge Vent TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is outside the scope of this evaluation. 2) This report is not for use in the HVHZ. 3) The roof deck and deck attachment shall be designed by others in accordance with the FBC. 4) SEMCO vents shall be installed in strict compliance with this evaluation report and the manufacturer's published installation instructions. In the event of conflict, the more restrictive installation shall be enforced. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion prior to installation. 6) Installation of the roof assembly is outside the scope of this evaluation. 7) SEMCO vents are intended to provide passive ventilation for an enclosed attic in residential construction applications 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPUANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have' demonstrated compliance with the Florida Building Code, 60 Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. tl iria'i 0. . R.p i.,J# GEN.`SF•Fsj' r No 74021 r_ Cr 33. STATE OF :.4U Ac P Ss;O N A, E, CERTIFICATION OF INDEPENDENCE 2017.10.10 10:29:43 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor willacquire, a financial interest in any other entity involved in- the approval process of the product. END OF REPORT SEM14001.5a FL16994-RS Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express not imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. MIAW-DADE COUNTY MIMIAMI- PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY ANTI) ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786)315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.aov/economy Southeastern Metals Manufacturing Company, Inc. 11801 Industry Drive Jacksonville, FL 32218 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County. Product Control Section In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Weather Vent LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has.been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews and revises NOA No. 08-0423.01 consists of pages I through 3. The submitted documentation was reviewed by Juan E. Collao, R.A. NOA No.: 13-0814.08 Expiration Date. 04/15/19 Approval Date: 01/23/14 Page I of 3 ROOFING ASSEMBLY APPROVAL Category: Roofing Sub -Category: Ventilation Material: Steel Minimum Slope: 2:12 TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Manufactured by Test Product Applicant Dimensions Specifications Description Weather Vent Vent: 4-'/2" x 19" x 46" TAS 100 Galvanized metal roof vent Deck Flange: 24" x 52" Thickness: 0.0217 inch. MANUFACTURING LOCATION 1. Jacksonville, FL EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Report Date PRI Asphalt Technologies, Inc. TAS 100 SEM-002-02-01 08/14/03 ICC-ES AC132 SEM-027-02-01 01/07/14 APPROVED APPLICATIONS: Deck Type: Wood Deck Description: 15/ 32" or greater plywood or wood plank System Type A: Mechanical attachment of vent for shingle roofs Cutout: Mark a 3'/2" x 46" opening centered between layout lines and aligned minimum 6 inches from the ridge. Set blade to thickness of sheathing and cut opening. Brush away sawdust and debris. Installation: Vents should be evenly spaced on the rear slope of the roof. Center vent in opening and set it in a 1/8" thick of an approved ASTM D 4586 asphalt roofing cement. Secure vent -to the roof deck with 1-'/4" galvanized ring shank roofing nails spaced approx. 8" o.c. and 1" from the outside edge of the flange. Use a minimum of 18 nails per vent. Seal all nails and vent flange with an approved ASTM D 4586 roofing cement. (See drawings herein). Net Free Area: 99 square inches. NOA No.: 13-0814.08 Expiration Date: 04/15/19 Approval Date: 01/23/14 Page 2 of 3 LIMITATIONS: 1. Refer to applicable building code for required ventilation. 2. Weather Vent shall comply with the manufacturer's current published application instructions and the requirements set forth in the applicable building code. 3. This acceptance is for installations over asphaltic shingle roofs only. 4. Weather Vent shall not be installed on roof mean heights greater than 33 feet. 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 9N-3 of the Florida Administrative Code. 6. All approved products listed herein shall be labeled and shall bear the imprint or identifiable marking of the manufacturer's name or logo, city, state, and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below: MIAMI-DADE COUNTY DRAWINGS ROOF FLANGE NAIL PLACEMENT END OF THIS ACCEPTANCE NOA No.: 13-0814.08 Expiration Date: 04/15/19 Approval Date: 01/23/14 Page 3 of 3 r Je- rn 1 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: pf (rn)- -_' 19' 9 Documented Construction Value: S Job Address:. t! a Historic District: Yes No Parcel ID: Residentiayp-1150mmercial Type of Work: New.P`Xddition Alteration Repair Demo Change of Use Move Description of Work: e iP r (1_C L L_(d )J< Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Phone: Resident of property? Street: City, State Zip: Contractor Information sName Phone: 88 -9i0•3 403 CA 92 2 Street: -11)3 Fax: 1<13 State License NO.: oc)5 yus City, State Zipr-- Arch itectlEngineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstruction in this jurisdiction. I understand that a separate permit must.be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5", Edition (2014),Florida Building Code Permit Application Revised: June 30, 2015 NO : In addition to the requirements of this'pern it, there may be additional' restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional -permits required from other governmental entities such as water _ management districts, state agencies, or federal agenct _ will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Acceptance of permit is verification that i e City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredThty in order to calculate a plan review charge l. and will be considered thecurrent ICC Valuation.Tabletin effect at the time the jobvalueofathe permit c issuede time of , The actual construction value will be figured based on the accordance with local ordinance. Should calculated charge ssuedred off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the per OWNER 'S AFFIDAVIT: I certify that all of the foregoing information isaccn n to and that all work will be done in compliance with all applicable laws regulating construction a g to Date ' gnature o Co o Agent _ Signature of OwnWAgent PrintContractor/Agent's Name Print Owner/Agent's Name I I r r V'""""— o r Date Date Signature q(,n Y-s te J ur dR. Q Clairdf1 Signature of Notary -State of Florida ,,, ' 2. _ Commisslon # GG15V07 Expires: October 15, 2021F 11.1• 1 Contractor/Agent is Pe son lynown bw' Owner/Agent is Personally Known to Me or - produced IDType ' Produced ID . Type of ID _ s IS FOR OFFICE USE ONLY BELOWPermits Required, Building El etrical Mechanical Plumbing0 Gas Roo q . Flood Zone' Construction Type: , Occupancy Use: Eotal Sq Ft of Bldg: Min. Occupancy Load: - of Stories: plumbiitg = # of #ixtures New Construction: Electric - # of Amps - - - • Fire Alarm Permit:' Yes • No Fire Sprinkler Permit: Yes[] No of Heads UTILITIES: WASTE WATER: APPROVALS: ZONING: " ENGINEERING: FIRE: BUILDING: COMMENTS: Permit Application Revised: June 30.2015 r CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: S 7407.00 Job Address: 3 Night I-IPrnn rnr Historic District: Yes No Parcel ID: 17-20-31-502-0000-0740 Residential ® Commercial Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Install (1) new 4-ton HVAC system with duct work Plan Review Contact Person: Paula Bartley Title: Permit Clerk Phone: 407-975-2762 Fax: 407-629-9307 Email: permitting@onestopcooling.com Property Owner Information Name PARK SQUARE ENTERPRISES LLC Phone: 407-529-3000 Street: 5200 VINFI AND RD #Inn Resident of property? : City, State Zip: nRl ANDn, FI 92R11 Contractor Information Name One Stop Cooling & Heating, LLC Phone: 407-975-2762 Street: 7225 Sandscove Court Fax: 407-629-9307 City, State Zip: Winter Park. FL 32792 State License No.: CAC 032444 Architect/Engineer Information Name: 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 or that date: 516, Edition (2014) Florida Building Code Revised: June 30.2015 Permit Application Ir w NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued., OWNER'S AFFIDAVIT: I certify that all of the fore oing information is accurate and that all work will be done in compliance with all applicable laws regulati g 96nstructiptt and zoning. Signature of Owner/Agent Date Si nature of 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 Kevin Stine Print Contractor/Agent's Name Signature 6/1/18 Date KELLY WEBSTER Notary Public . State of Florida Commission M FF 918034 My Comm. Expires Apr 4.2020 Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: COMMENTS: ENGINEERING: Fire Alarm Permit: Yes No WASTE WATER: FIRE: BUILDING: Revised: June 30. 201 S Pennit Application r ! CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: I o- 'Ml 7T Documented Construction Value: S Job Address: 3 ° 3G Historic District: Yes No Parcel ID: Residential W-, Commercial Type of Work: New W Addition ((Alteration Repair Demo Change of Use Move Description of Work: Uryl v jy TO •r "tui 5 l <. Plan Review Contact Person: Phone: Name Street: City, State Zip: Title: Fax: Email: Property Owner Information Phone: Resident of property? : Contractor Information Name i ) ca-ft P1lrxWd1vece y Phone: 4o i - y291--1,7d d Street: g2OQ S o r. Fax: `1 U % — 9 7l — V rG City, State Zip: S i (:,t4 cc-d ; FL 3 q Tl 1 State License No.: Architect/ Engineer Information Name: Phone: Street: 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 inthisjurisdiction. 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" Edition (2014) Florida Building Code Revised: June 30, 201 S Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Sieo` on for/Agent e xpattu11lL.L L t M c3-0- Print Contractor/Agent's Name Xo ' r, ttlrru///r, A'I'O •rr Dam •Q tySSloo,ySignatitrkpNotary -Sate of F `da ! J • Oam N•* q•. IFF I40a •,c Contractor/Agent is Personally Produced ID Type of ID _ BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: COMMENTS: BUILDING: Revised: June 30. 2015 Permit Application Revision Response to Comments O Permit # I - k a Project Address: Contact: Ph: Email: S Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water City of SanfordP Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov ubmittal Date Fax: CONTACT •' Daphne CIalk 407-257-6940 Daphne@PermitsPermitsPermlts.com Genera description of revision: tL A404 Pw&,Z-0- 4L ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 13 Building •( f u-1W %-vrr RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 074 Wellington A LHG Game Bth 4 - E Builder Name: One Stop Cooling and Healing Street: 3936 Night Heron Drive Permit Office: City of Sanford City, State, zip: Sanford, FL, 32771 PermitNumber: \&_ itiz. SANFORD Owner: Park Square Homes Jurisdiction: 691500DesignLocation: FL, Orlando County:: Seminole (Florida Climate zone 2) RTM 1. New construction or existing New (From Plans) 9. Wall Types (3567.1 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1701.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 1578.90 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 287.21 ft2 4. Number of Bedrooms 5 d. N/A R. ft2 10. Ceiling Types (1794.0 sgft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R-30.0 1794.00 ft2 6. Conditioned floor area above grade (W) 3454 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A 11. Ducts R= ft2 R ft2 7. Windows(383.2 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 690.8 a. U-Factor: Dbl, U=0.55 298.44 ft2 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 48.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 55.0 SEER:15.00 c. U-Factor: Dbl, U=0.54 36.78 ft2 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 55.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.688 ft. Area Weighted Average SHGC: 0.227 8. Floor Types (3454.0 sgft.) Insulation Area 14. Hot water systems a. Electric 50 gallons F: 0.900 a. Floor Over Other Space R=0.0 1660.00 ft2 b. Conservation features b. Slab -On -Grade Edge Insulation R=0.0 1660.00 ft2 None c. other (see details) R= 134.00 fta 15. Credits Pstat Glass/Floor Area: 0.111 Total Proposed Modified Loads: 90. PASSTotalBaselineLoads: 912.91WIll" I hereby certify that the plans and specifications covered by Review of the plans and qNE Spq, this calculation are in compliance with the Florida Energy specifications covered by this a _= 0, Code. Digitally signed Rafael Izquierdo i:qulerdo calculation indicates compliance with the Florida Energy Code. y ,,, - 0 3 .r. O PREPARED BY: Date: 2018.07.0910:34:43.04•ar Before construction is completed DATE: this building will be inspected for O a compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. with the Florida Energy Code. OWNER/AGENT:_ //"' - OD WEI. BUILDING OFFICIAL: L& DATE: , l DATE: 1 Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist In accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 4.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage an requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested In accordance with ANSI/RESNET/ICC 380, Is not greater than 0.060 an for whole house. 1 /29/2018 11:21 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Pagel of 5 FORM R405-2017 PROJECT Title: Lot 074 Wellington A LHG Ga Bedrooms: 5 Address Type: Lot Information Building Type: User Conditioned Area: 3454 Lot # 74 Owner Name: Park Square Homes Total Stories: 2 Block/Subdivision: WYNDHAM PRESERV of Units: 1 Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 315 Street: 3936 Night Heron Drive Permit Office: City of Sanford Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL, 32771 New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp V Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL ORLANDO INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 3454 31633.8 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 1660 15487.8 Yes 1 1 1 Yes Yes Yes 2 2nd Floor 1794 16146 No 5 4 1 Yes Yes Yes FLOORS Floor Typeo Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage 2nd Floor ---- ---- 134 ft2 11 0.29 0 0.71 2 Floor Over Other Space a .2nd Floor ---- ---- 1660 ft2 0 0.29 0 0.71 3 Slab -On -Grade Edge Insulatio 1 st Floor 167.7 It 0 1660 ft2 0.29 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pilch v # Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Gable or Shed Composition shingles 2006 ft2 450 ft2 Dark 0.9 N 0.9 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area FIBS IRCC 1 Full attic Vented 300 1794 fl2 N N I 1/29/2018 11:21 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 PORful RAnr%-7n17 CEILING 1f Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1 st Floor 30 Blown 1794 ft2 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below V -Omt To WaILType Space R-Value-Et-In-Et In Area-R_Value-Eraction-Absor Grade%_ 1 NE=>N Exterior Frame - Wood 2nd Floor 11 54 6 9 0 490.5 ft2 0 0.25 0.8 0 2 NE=>N Exterior Concrete Block - Int Insul 1st Floor 4.1 57 0 9 5 536.8 ft2 0 0 0.8 0 3 SE=>E Exterior Frame - Wood 2nd Floor 11 40 0 9 0 360.0 ft2 0 0.25 0.8 0 4 SE=>E Exterior Concrete Block - Int Insul 1 st Floor 4.1 20 6 9 5 193.0 ft2 0 0 0.8 0 5 SW=>S Exterior Frame - Wood 2nd Floor 11 54 6 9 0 490.5 ft2 0 0.25 0.8 0 6 SW=>S Exterior Concrete Block - Int Insul 1 st Floor 4.1 50 2 9 5 472.4 ft2 0 0 0.8 0 7 NW=>W Exterior Frame - Wood 2nd Floor 11 40 0 9 0 360.0 ft2 0 0.25 0.8 0 8 NW->W Exterior Concrete Block - Int Insul 1st Floor 4.1 40 0 9 5 376.7 ft2 0 0 0.8 0 9 W Garage Frame - Wood 1 st Floor 11 30 6 9 5 287.2 ft2 0 0.25 0.8 0 DOORS p Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 SE=>E Insulated 1st Floor None 4 3 8 24 ft2 2 -=>W Wood 1st Floor None 46 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered orientation => chan ed to As Built rotated 315 d rees . Wall Overhang Omt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 NE->N 1 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 It 3 in 0 ft 8 in Drapes/blinds None 2 NE->N 1 Metal Low-E Double Yes 0.54 0.25 N 3.0 ft2 1 It 3 in 0 It 2 in Drapes/blinds None 3 NE=>N 2 Metal Low-E Double Yes 0.55 0.22 N 16.4 ft2 1 It 3 in 0 ft 6 in Drapes/blinds None 4 NE=>N 2 Metal Low-E Double Yes 0.55 0.22 N 16.4 ft2 1 It 3 in 10 ft 11 in Drapes/blinds None 5 SE=>E 3 Metal Low-E Double Yes 0.55 0.22 N 6.0 ft2 1 It 3 in 0 It 6 in Drapes/blinds None 6 SE=>E 3 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 It 3 in 0 It 8 in Drapes/blinds None 7 SE=>E 3 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 1 It 3 in 0 ft 6 in Drapes/blinds None 8 SE=>E 3 Metal Low-E Double Yes 0.54 0.25 N 8.0 ft2 1 It 3 in 2 It 2 in Drapes/blinds None 9 SE=>E 4 Metal Low-E Double Yes 0.55 0.22 N 16.4 ft2 1 It 3 in 0 It 7 in Drapes/blinds None 10 SE=>E 4 Metal Low-E Double Yes 0.55 0.22 N 16.4 ft2 7 ft 0 in 2 It 2 in Drapes/blinds None 11 SE=>E 4 Metal Low-E Double Yes 0.54 0.25 N 9.3 ft2 10 ft 0 in 1 ft 0 in Drapes/blinds None 12 SW=>S 5 Metal Low-E Double Yes 0.55 0.22 N 6.0 ft2 1 ft 3 in 0 ft 6 in Drapes/blinds None 13 SW=>S 5 Metal Low-E Double Yes 0.54 0.25 N 8.0 ft2 1 ft 3 in 0 ft 6 in Drapes/blinds Ndne 14 SW=>S 6 Metal Low-E Double Yes 0.55 0.22 N 32.0 ft2 1 ft 3 in 10 ft 11 in Drapes/blinds None 15 SW=>S 6 Metal Low-E Double Yes 0.58 0.25 N 48.0 ft2 13 ft 4 in 0 ft 0 in Drapes/blinds None 16 SW=>S 6 Metal Low-E Double Yes 0.54 0.25 N 4.4 ft2 1 ft 3 in 10 ft 10 in Drapes/blinds None 17 NW=>W 7 Metal Low-E Double Yes 0.55 0.22 N 60.0 ft2 1 ft 3 in 0 ft 6 in Drapes/blinds None 18 NW=>W 8 Metal Low-E Double Yes 0.55 0.22 N 32.9 ft2 1 ft 3 in 0 ft 6 in Drapes/blinds None 19 NW=>W 8 Metal Low-E Double Yes 0.55 0.22 N 32.9 ft2 1 ft 3 in 10 It 10 in Drapes/blinds None 20 NW=>W 8 Metal Low-E Double Yes 0.55 0.22 N 32.9 ft2 6 ft 8 in 0 ft 0 in Drapes/blinds None 1 /29/2018 11:21 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2017 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 430 fl' 430 ft2 53 ft 9.33 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000233 2108.9 115.78 217.74 .2092 4 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:9 55 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 55 kBtu/hr 1650 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 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cart # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS v # Supply ---- Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 690.8 It Attic 172.7 ft Proposed On 2nd Floor --- cfm 207.2 cfm 0.06 0.50 1 1 I 1/29/2018 11:21 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM PAOR-91117 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin 1 1 an Heating Jan Feb X} Feb j Mar XJ Mar A r Apr Ma May Jun Jun Jul Jul Au AuSep Se Oct Oct Nov Nov Dec Dec Ventin Jan 1 Feb Xl Mar Apr l May Jun Jul Augl Se [ l Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WO) 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 1/29/2018 11:21 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 Florida Building Code, Energy Conservation, 6th Edition (2017) Mandatory Reauirements for Residential Performance. Prescriotive and ERI Methods ADDRESS: 3936 Night Heron Drive Permit Number: Sanford , FL, 32771 DATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card. to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installatlon.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond Intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air Ieakage.Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 ctm 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. 1/29/2018 11:22 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(1), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Seated air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: 1. A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping Insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 °C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping Insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 1/29/2018 11:22 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140OF (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 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 atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation Including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASH RAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. 2. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm - 28.3 Umin. a. When tested in accordance with HVI Standard 916 1 /29/2018 11:22 AM EnergyGauge® USA - FlaRes2017 - FBC 61h Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and Ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50OF (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.84C). R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI 2 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 1/29/2018 11:22 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verily procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatorp)he energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. 1 /29/2018 11:22 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 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: 3936 Night Heron Drive, Sanford, FL, 32771 New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=11.0 1701.00 ft2 b. Concrete Block - Int Insul, Exterior R-4.1 1578.90 ft 1 c. Frame - Wood, Adjacent R=11.0 287.21 ft2 5 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1794.00 ft2 3454 b. N/A R= ft2 c. N/A R. ft2 Area 11. Ducts R ft2 298.44 ft2 a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 690.8 48.00 ft2 12. Cooling systems kBtu/hr Efficiency 36.78 ft2 a. Central Unit 55.0 SEER:15.00 ft2 3.688 ff. 0.227 8. Floor Types Insulation Area a. Floor Over Other Space R=0.0 1660.00 ft2 b. Slab -On -Grade Edge Insulation R=0.0 1660.00 ft2 c. other (see details) R. 134.00 ft2 13. Heating systems a. Electric Heat Pump 14. Hot water systems a. Electric b. Conservation features None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: kBtu/hr Efficiency 55.0 HSPF:9.00 Cap: 50 gallons EF: 0.9 Pstat Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/29/2018 11:22 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 074 Wellington A LHG Game Bth 4 - E Builder Name: One Stop Cooling and Heating Street: 3936 Night Heron Drive Permit Office: City of Sanford City, State, Zip: Sanford , FL , 32771 Permit Number: Owner: Park Square Homes Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attics aces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall aylpntl behind p*p'ng and wiring Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 1/29/2018 11:22 AM EnergyGaugeO USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 Project Summary Job: Lot 074 Wellington ALHG ... wrightsofte rY Date: 12-1e-2014 Entire House BY MC/AT/BP One Stop Cooling and Heating 7225 Sardsoove Q. Sute 1, W irter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629.9307 Web: www.OreStopCoolirg oom License: CAC032444 Proiect Information For: Park Square Homes 3936 Night Heron Drive, Sanford, FL 32771 Notes: Design Information Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 °F Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 25 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 45 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 25588 Btuh Structure 28378 Btuh Ducts 7959 Btuh Ducts 14728 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification '0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 33546 Btuh Use manufacturer's data n RatelWng multiplier 0.98 BtuhInfiltrationEquipmentsensibleload42071 Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Fireplaces 0 Structure 3309 Btuh Ducts 3037 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) BtuhArea (f12) 3506 3506 Equipment latent load 6346 Volume (ff3) 32222 32222 Air changeslhour 0.25 0.13 70 Equipment Total Load (Sen+Lat) Req. 0.75 SHR 48417 4.7 Btuh tonEquiv. AVF (dm) 134 total capacity at Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR606OH1 Cond 4TWR606OH1 AHRI ref 7563852 Coil TEM6AOD6OH51++TDR AHRI ref 7563852 Efficiency 9 HSPF Efficiency 12.5 EER,15 SEER Heating input Sensible cooling 41250 Btuh Heating output 55000 Btuh @ 47°F Latent cooling 13750 Btuh Temperature rise 27 OF Total cooling 55000 Btuh Actual air flow 1833 cfm Actual air flow 1833 cfm Air flow factor 0.055 cfm/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.87 Capacity balance point = 32 OF Backup: Input = 7 kW, Output = 25223 Btuh,100 AFUE Calculations approved byACCA to meet all requirements of Manual J Sth Ed. t+ wrtghtsoft• 2018-.w-091022:14 Rrgh-Sute®Uriversal2018 18.0.19 RSU16202 Page 1 emp1Lol074 WellirptonA LHO Game Bth4 - E.np Cale - ME House faces: E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 074 Wellington A LHG Ga... Data: 12-18-2014 By- MC/AT/BP 7225 Sardsoove 0. Su lte 1. Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629. 9307 Web: wwwOreStopCoolirgmm License: CAC032444 1 Room name Entire House FAMLY 2 Enmead wall 356.7 ft 135 ft 3 Room height 92 ft d 9A ft heatbool 4 5 Roam dimensions Room area 35062 fF 1.0 x 294.0 fl 294.0 IF Ty Consrudon U-value Or HTM Area (F) Load Area (In Load number 8tirh4F-°F) BWhAIx) or perimeter (ft) Bluh) or perimeter (ft) Btirh) Heal Cod Groan NAS Heat Coati Gross NAS Heat Cool 6 128.09w 4A5 2ob 485.21b 0.097 0.550 0540 ne ne ne 2.46 1327 13.71 2.83 22.67 2423 491 15 3 473 0 0 1164 209 41 1336 340 73 0 0 0 0 0 0 0 0 0 0 0 0 11 13AA= 4A5.2ob 0.143 0550 ne ne 3.63 1327 2.91 22.67 536 16 503 0 1827 228 1465 371 0 0 0 0 0 0 0 0 4A5-2ob 128 Obvv 4A5.2ob 0550 0.097 0550 ne so se 1397 2.46 1327 22.67 2.83 1837 16 360 6 0 327 6 228 805 84 371 925 110 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ob 485.21b 0550 0540 se se 1327 13.71 20.63 16.62 15 4 8 6 209 55 309 66 0 0 0 0 0 0 0 0 4135.21b 13A•4ods 4A5.2ob 0540 0.143 0.550 se se se 13.71 3.63 1397 24.80 2.91 20.65 8 193 16 0 127 8 110 460 228 198 369 337 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ob 485.21b 0550 0540 9e se 1397 13.71 13.40 1322 16 9 33 19 228 128 219 123 0 0 0 0 0 0 0 0 11130 12B•09w 4A5.2ob 485.21b 13A-4ods 4A5.2ob 0390 0.097 0550 0540 0.143 0550 as 9w 9w 9w sw 9w 990 2.46 1397 13.71 3.63 1397 1231 2.83 1837 16.62 2.91 23.17 24 491 6 8 472 32 24 477 6 12 387 0 238 1174 84 110 1407 444 295 1348 110 133 1128 737 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2obd 4135-21lb 0-w 0540 9w svv 14.73 13.71 14.42 24.80 48 4 96 0 707 59 692 107 0 0 0 0 0 0 0 0 Vy I--C' 12B-09w 4A5.20b 13A•40M 4A5.2ob 4A5-2ob 4A5.20b 12C-09w 0.097 0.550 0.143 0.550 0550 0550 0.091 rw nw nw now rrw rrw 2.46 1397 3.63 1327 1397 1397 231 2.83 22.67 291 22.67 22.67 24A1 1.52 360 60 376 33 33 33 287 300 0 278 0 0 0 269 739 838 1009 456 456 456 621 849 1360 809 741 741 798 408 0 0 127 0 0 33 0 0 0 94 0 0 0 0 0 0 342 0 0 456 0 0 0 274 0 0 798 0 yl G q O C 11Do 168.30ad 0" 0.032 n 990 0.81 1231 1.76 18 2002 18 2002 177 1627 220 3527 0 0 0 0 0 0 0 0 F 19A•Obs[p 0295 2.81 2.00 32 32 89 63 0 0 0 0 F 19C-19MM 0.049 0.43 031 306 306 132 93 0 0 0 0 F 22A-tpm 1.180 2996 0.00 1665 168 5024 0 294 14 405 0 6 c) AED excursion 1346 278 Envelope losstlain 21853 22120 1203 1350 12 a) Infiltration b) Room ventilation 3735 0 1377 0 145 0 53 0 13 keemalgains: Coalpants@ 230 6 1380 0 0 Appfiancesb8rer 3500 750 Subtotal(lines 6lo13) 25588 28378 134812153 lessextemal bad 0 0 0 0 LesstransW 0 0 0 0 Reclistributian 0 0 144 108 14 Subtotal 25588 28378 1491 2262 15 Duct loads 31% 52% 79W 14728 31% 52% 464 1174 Total room bad 335461 43105 1955 3436 Air required (dm) 1833 18331 1 107 146 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. r- wrlghtnoT!- 2018-Ad-091022:14 AftK""- Righ-SUIe49Uriversal2018 18.0.19 RSU16202 Page 1 emplol074 WellirgionA LHG Game BIh4 - E.rnp Celc - Ml8 House faces: E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 074 Wellington A LHG Ga... Date: 12-18-2014 By- MC/AT/BP 7225 Sandsoove CA. Sute 1. Witter Park FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreStopCooliM.com License: CAC032444 1 Room name LDRY FLD( 2 6q:osed wall 6.0 R 312 It 3 Room height 9A tl heaftol SA It heallmol 4 5 Room dimendorts Room area 1.0 x 65B It 65A IF 13.0 x 14.0 It 1820 IF Ty Construction number U-value BtuIN12-4) Or HTM t3WhRF) Area (tF) or perimeter (A) Load BGfi) Area (IF) or perimeter (II) Load Bwh) Heat Cool Gross NAS Heat Cool Gross NAS Heat Cod 6 yl 12B•O9w 4A5-2ob 4B5.2tb 0.097 O1550 O.540 ne no no 2.46 1327 13.71 2.83 22.67 2423 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 13A-4008 4A5-20b 0.143 0.550 ne no 3.63 1327 2.91 22.67 56 0 56 0 205 0 164 0 122 0 122 0 444 0 356 0 4A5.2013 128-09w 4A5.20b OS50 0.097 O550 no se se 13417 2.46 13a7 22.67 2.83 1827 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.20b 485.211c 0.550 O.540 se se 1327 13.71 20.63 16.62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 485.211) 13A-4or5 4A5.2ob 4A5.20b 485.211c 0540 0.143 0.550 0550 0540 as so se se Se 13.71 3.63 13.97 1327 13.71 24.80 2.91 20.65 13.40 1322 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 132 16 16 0 0 99 4 16 0 0 359 228 228 0 0 288 337 219 0 yl i 1ID0 1213-0sN 4A5.2ob 0.390 0.097 OS50 se 9v SN 9.90 2.46 1327 1231 2.83 18.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 tom; 4B5•2fo 13A-40CS 4A5.20b O.540 0.143 0550 SN SN SN 13.71 3.63 13.97 16.62 2.91 23.17 0 0 0 0 0 0 0 0 0 0 0 0 0 39 0 0 39 0 0 142 0 0 114 0 4A5.2obd 485.21b 0-w 0540 SN SN 14.73 13.71 14A2 24.80 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1ql G 12&0sw 4A5-2ob 13A-40CS 4A5.20b 4A5.20b 4A5.20b 12C-0sw 0.097 O.&W 0.143 0550 0550 0550 0.091 rtw nw nw nw tw rry 2.46 13.97 3.63 13.97 1397 1397 231 223 22.67 2.91 22.67 22.67 24AI 1.52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0q O 1100 0390 n 9190 1231 0 0 0 0 0 0 0 0 C 168.30ad 0.032 0111 1.76 0 0 0 0 63 63 51 111 F F F 19A-Obsg1 19C-19am 22A-Ipm 0295 0.049 1.180 2.81 0.43 29,96 2.00 031 0.00 0 0 66 0 0 6 0 0 180 0 0 0 0 0 182 0 0 31 0 0 934 0 0 0 6 q) AED excursion 23 40 Envelope loss/gain 385 141 2387 1385 12 a) Infiltration 64 24 334 123 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliancesblhflr 500 150 Subtotal (lures 6 to 13) 449 665 12720 1658 Less external load 0 O 0 0 L.esslrartyer 0 0 0 0 Redistribution w 108 444 335 14 Subtotal 592 773 3165 1993 15 Duct loads 31°/- 529% 184 401 31% 52% 984 1035 Total room bad 777 1174 4149 3028 Air required (dim) 42 50 1 227 129 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. rIr wNghteoTt- 2018-.h1-091022:14 Righ1-SUIeSUriversal2018 18.0.19 RSU16202 Page 2 emplot 074 W ellirgtonA LHG Game Bth 4 - E.np Cale - MIB Hose laces: E wrightsoR• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 074 Wellington A LHG Ga... Date: 12-10-2014 By. MC/AT/BP 7225 Sardscove CI. Sdie 1, W irter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www0neStopCoolirg.com Licerse: CAGO32444 1 Room name PAN BE02 2 E4msed well 0 ft 37.0 ft 3 Room heigh 9A ft heat/cool SA ft heatlmol 4 5 Room dimensions Room area 5.0 x 45 fl 225 IF 1.0 x 2183 ft 2183 tF Ty Construction Area(IM Load Load nu BtuhAF-'F) 861tNF) orpedmeewr (ft) Btuh) orperimeetter (11) Heat Cod Gross NAS Heat Cod Gross NAS Heat Cool 6 Vjl 128-OSN 0.097 ne 2.46 2,83 0 0 0 0 0 0 0 0 4A5-20b 485.21b 05W 0. 540 ne no 1397 13. 71 22.67 2423 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t yyll13A- 4ors 0.143 ne 3.63 2.91 0 0 0 0 61 61 222 178 11 4A5. 20b 0.5W no 1397 22.67 0 0 0 0 0 0 0 0 2 Ili4A5.20b 0550 ne 1397 22.67 0 0 0 0 0 0 0 0 128.096v 4AS-2ob 0.097 0550 se as 2. 46 1397 2. 83 1837 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5. 2ob 0550 se 1397 20.63 0 0 0 0 0 0 0 0 485.21b 0540 ea 13.71 16.62 0 0 0 0 0 0 0 0 485.2110 0540 0.143 as se 13. 71 3.63 24.80 2.91 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5. 2ob 0550 se 1397 20.65 0 0 0 0 0 0 0 0 Li13A-4ocs4A5. 20b 0550 se 1327 13.40 0 0 0 0 0 0 0 0 485.2110 0540 se 13.71 1322 0 0 0 0 0 0 0 0 1100 0390 se 9.90 1231 0 0 0 0 0 0 0 0 yl C 12B- 096v 0.097 sN 2.46 2,83 0 0 0 0 0 0 0 0 4A5.20b 0550 9N 1327 18.37 0 0 0 0 0 0 0 0 1--ti 485-21b 0540 sN 1311 16.62 0 0 0 0 0 0 0 0 13A-4003 4A5.20b 0.143 0550 9N sN 3. 63 1397 2. 91 23.17 0 0 0 0 0 0 0 0 160 0 160 0 580 0 465 0 4A5. 2obd 485.21b 0580 0540 sN 9N 14. 73 13.71 14.42 24.80 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yI 1-- C' 12&096v 4A5•20b 0.097 0550 rtw nw 2. 46 1397 2. 83 22.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Val 13A• 40cs 0.143 r1w 3.63 2.91 0 0 0 0 127 94 342 274 4A5.20b 4A5.20b 0-w O-W r1w nw 1327 1397 22. 67 22.67 0 0 0 0 0 0 0 0 0 33 0 0 0 456 0 741 1- 0 4A5.20b 12C-09N 0550 0. 091 nw 1327 231 24A1 152 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 DO 0AW n 990 12.31 0 0 0 0 0 0 0 0 C 16& 30ad 0.032 091 1.76 0 0 0 0 7 7 5 11 F 19A- Obstp 0295 2.81 2.00 0 0 0 0 0 0 0 0 F 19C• 19c= 0.049 0.43 031 0 0 0 0 0 0 0 0 F 22A• Ipm 1.180 2996 0.00 23 0 0 0 218 37 1109 0 6 c) AED excursion 0 200 Em oelope low/on 0 0 2715 1870 12 a) Infiltration 0 0 396 146 b) Room ventilation 0 0 0 0 13 Irlternal gains: O=parlt @ 230 0 0 1 230 AppWxe9b0w 0 0 Subbtal (lines 6 b 13) 0 0 3111 2246 Lem eternal bad 0 0 0 0 Lear. transfer 0 0 0 0 Redistribution 287 216 0 0 14 Subtotal 287 216 3111 2246 15 Duct loads 31% 529/. 89 112 31% 52% 968 1166 ToW room bad 376 329 4079 3411 Air required ( dm) 1 1 21 14 1 1 223 145 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrrIat t pmck- 2018-,U-091022:14 Aft "- Riga• SuteDUriversal201818.0.19RSW6202 Page emptot074 WellirgtonA LHG Game Sth4 • Enp Calc-MB Ho se faces: E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 074 Wellington A LHG Ga... Date: 1248-2014 By. MC/AT/BP 7225 Sardsoove Cl. Srite 1. Wirter Park FL 32792 Phore: (407) 629.6920 Fax: (407) 629.9307 Web: www0naStopCoolirgmm Uaerre: CAC032444 1 Room name BTH2 STR 1 2 FVosed well 55 fi 0 ff 3 Room height 9A It heatbool 9A fl heatbool 4 5 Room dimensions Room area 55 x 9.0 h 495 fF 8.0 x 95 fl 76D fF Ty Construction U-value Or HTM Area (W) Load Area ((F) Load number 8A1h4F n Bkjhfln or perimeter (11) Bluh) or perimeter (IQ BAth) Heat Cool Gross N/PIS Heat Cool Grass NAS Heat Cool 6 1213-09w 0.097 no 2.46 2.83 0 0 0 0 0 0 0 0 4A5.20b 0550 no 1327 22.67 0 0 0 0 0 0 0 0 485.211b 0.540 no 13.71 2423 0 0 0 0 0 0 0 0 4 l 13AAots 0. 50 143 no 3S3 2.91 0 0 0 0 0 0 0 0 11 G 4A5 lob OS ne 1397 22.67 0 0 0 0 0 0 0 0 I-G 4A5.2013 0550 no 1397 22.67 0 0 0 0 0 0 0 0 128.Osw 0.097 so 2.46 2.83 0 0 0 0 0 0 0 0 4A5.2ob 0550 se 1327 1827 0 0 0 0 0 0 0 0 4A5-20b 0550 se 1327 20.63 0 0 0 0 0 0 0 0 4B5.21b 0540 se 13.71 16.62 0 0 0 0 0 0 0 0 485.21b 0540 se 13.71 24.80 0 0 0 0 0 0 0 0 13A•40cs 0.143 se 3.63 2.91 0 0 0 0 0 0 0 0 4A5.2ob 05M se 1397 20.65 0 0 0 0 0 0 0 0 4A5.20b 0.550 se 13.97 13.40 0 0 0 0 0 0 0 0 G. 485.21b 0540 se 13.71 1322 0 0 0 0 0 0 0 0 1 t D0 03W se 990 1231 0 0 0 0 0 0 0 0 1213-09.v 0.097 9N 2.46 2.83 0 0 0 0 0 0 0 0 4A5.2ob 0" 9N 1397 1827 0 0 0 0 0 0 0 0 485-2b 0.540 aw 13.71 16.62 0 0 0 0 0 0 0 0 13A-4ocs 4A5.2ob 0.143 0.550 sw sw 3.63 1397 2.91 23.17 52 0 47 0 172 0 138 0 0 0 0 0 0 0 0 0 4A5.2obd 0580 sw 14.73 14.42 0 0 0 0 0 0 0 0 4B5.2lb 0540 sw 13.71 24.80 4 0 59 107 0 0 0 0 12&09w 0.097 nw 2.46 2.83 0 0 0 0 0 0 0 0 4A5.20b 0550 nw 13.97 22.67 0 0 0 0 0 0 0 0 13A-flocs 0.143 nw 3.63 2.91 0 0 0 0 0 0 0 0504A5.2ob 05 nw 139722.67 0 0 0 0 0 0 0 0 4A5.20b 0550 nw 13.97 22.67 0 0 0 0 0 0 0 0 4A5.20b 0550 rtw 1397 24AI 0 0 0 0 0 0 0 0 R 12C-09w 0.091 231 152 0 0 0 0 0 0 0 0 0 11130 02W n 9.90 1231 0 0 0 0 0 0 0 0 c 1613-30ad 0.032 0111 1.76 0 0 0 0 0 0 0 0 F 19A-Obscp 0295 2$1 2.00 0 0 0 0 0 0 0 0 F 19C•19cscg 0.049 0.43 031 0 0 0 0 0 0 0 0 F 22A-Ipm 1.180 29.96 0.00 50 6 165 0 76 0 0 0 6 c) AED wcursion 1 27 1 0 Emelope loss/gain 396 272 0 0 12 a) Infiltration 59 22 0 0 b) Room ventladat 0 0 0 0 13 Internal gains: oamlards@ 230 0 0 0 0 Appliarloesblher 1 0 0 Subtotal (lines 6 b 13) 455 294 0 0 Less extemalload 0 0 0 0 Lesstransler 0 0 0 0 Redistribution 0 0 0 0 14 Subotal 455 294 0 0 15 Duct loads 319 52% 142 152 31% 52% 0 0 Total room bad 597 446 0 0 Air required (dm) 33 19 10 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. rr wrrtghtnoft' 2018-.A1-091022:14 Riga-Stite®Uriversa12018 18.0.19 RSU16202 Page 4 emplot 074 WellirgtonA LHG Game Bth4 - Enp Cale -" House laces: E wrightsof , Right-J® Worksheet Job: Entire House Date' By: One Stop Cooling and Heating 7225 Sardsoove Q. Sum 1, Winter Park FL 32792 Phone: (407) 629.6920 Fax: (407) 629 - 9307 Web: www.OreStopCoolirgoom Ucense: CA0032444 Lot 074 Wellington A LHG Ga... 12-18-2014 MC/AT/BP 1 Room name BED4 GAME 2 F 28.0 R 145 f1 3 Room height 9.0 8 heatbool 9.0 8 hsaNmd 4 5 Room dimensions Room area 15.0 x 13.0 ft 195.0 fF ID x 2803 8 2803 IF Ty Cortoucdon number U-value abjwn Or HTM 8Gth4F) Area (fM or perimeter (ft) Load Btuh) Area (fF) or perimeter (ft) Load BWh) Heat Cod Gross NAS Heat Cod Gross NOPIS Heat Cool 6 Vjl 128-09w 4A5.2dt 4B5.21b 0.097 0550 0.540 ne ne ne 2.46 13.97 13.71 2.83 22.67 2423 135 0 0 135 0 0 333 0 0 382 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Val 13A-40G4 4A5.2ob 0.143 0550 no ne 3.63 1327 2.91 22.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Imo; 4A5.20b 12B&Osw 4A5-20b 4A5.20b 4B5.21b 4B5.21b 13A•40cs 05.20b 4A5.2ob 485.211) 11DO 12B•09w 4A5-20b 485.21b 13A-40rS 4A5.20b 4A5-2obd 485.21b 12B•Osm 4A5-2ob 13A-40cs 4A5.2ob 4A5.20b 4A5.2ob 12C-096V 0.550 0.097 O.&W 0550 0.540 0.540 0.143 0550 0550 0540 03M 0.097 0.550 0540 0.143 0550 0580 0540 0.097 0,SW 0.143 0550 0550 0550 0.091 ne se se se se se as se se se se 9w sw sw sw sw sw sw nw nw nw nw nw nw 1397 246 1397 1397 13.71 13.71 3.63 1397 1327 13.71 990 2.46 1397 13.71 3.63 1397 14.73 13.71 2.46 1397 3.63 1397 1397 1397 231 2267 2.83 18.37 20.63 16.62 24,80 2.91 20.65 13.40 1322 12.31 2.83 1827 16.62 2.91 23.17 MA2 24,80 223 22.67 2.91 22.67 22.67 24AI 152 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 117 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 102 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 251 209 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 289 340 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 131 30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 101 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 248 419 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 264 680 0 0 0 0 0 Vjl I- G t-G yl I-G R t-O C IIDO 168. 30ad 03M 0. 032 n 990 091 1221 1. 76 0 195 0 195 0 158 0 344 0 280 0 280 0 228 0 494 F F 19A- Obsop 19C• 19c= 0295 0. 049 2. 81 0. 43 2. 00 031 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F 22A-lpm 1.180 2996 0.00 0 0 0 0 0 0 0 0 6 d AED excursion 6o 192 Envelope bsslgain 952 1434 894 1650 12 a) Inffltrauon b) Room ventilation 287 0 106 0 149 0 55 0 13 korrWgains: O=pants@ 230 1 230 0 0 AppliarloesbO er 0 900 Subotel ( lines 6 to 13) 1239 1770 10431 2605 Less eAsmal load 0 0 0 0 Lessransfer 0 0 0 0 Redistribution 12 25 48 101 14 SubtoW 1251 1794 1091 2706 15 Duo loads 31% 52% 389 931 31% 52% 339 14M Total room bad -T Airrequired (dm) 1640 90 2726 116 1431 78 4111 175 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wNgF+ teof!- A Right- Suta®lh4versa12018 18.0.19 RSU16202 2018-, AI.091022:14 Pape 5 emptol 074 W ellirgmnA LHG Game 81h 4 - E.nMAp Calc - MHouse laces: E wrightsoft- Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 074 Wellington ALHG Ga... Date: 12-18-2014 By- MC/AT/BP 7225 Sardscove Q. Sine 1, Wirter Park FL 32792 Phore: (407) 629.6920 Fax: (407) 629 - 9307 Web: www.OneStopCooling.com Lioerse: CA0032444 1 nam eme BED5 WIC4 2 E1glosed well 335 0 55 fl 3 Room height 9.0 tl heaNmol 9.0 tl heat/000l 4 5 Room dimensions Room area 1 A x 1975 tl 1975 IF 55 x 65 tl 35A 1F Ty Cortstrudion U-value Or HTM Area (IF) Load Area (tM Load number Eftu n BWhM or perimeter (fl) Btuh) or perimeter (II) Bluh) Heat Cool Gross NrP/S Heat Cool Gross NAS Heat Cool 6 yl C 12B-(kw 0.097 ne 2A6 2.83 63 63 155 178 50 50 122 140 4A5.20b OSW ne 1327 22.67 0 0 0 0 0 0 0 0 t 485.21b 0.540 ne 13.71 2423 0 0 0 0 0 0 0 0 yl 13A-flocs 0.143 ne 3.63 2.91 0 0 0 0 0 0 0 0 11 f 4A5.2ob OS50 ne 13.97 22.67 0 0 0 0 0 0 0 0 I-l^ 4A5.20b 0SW ne 13.97 22.67 0 0 0 0 0 0 0 0 128.09w 0.097 se 2.46 2.83 0 0 0 0 0 0 0 0 4A5.2ob 0550 se 13.97 1827 0 0 0 0 0 0 0 0 4A5-2ob 0550 se 13.97 20.63 0 0 0 0 0 0 0 0 485-211c, 0340 se 13.71 16.62 0 0 0 0 0 0 0 0 4B5.2fb 13A-40Ce OS40 0.143 se se 13.71 3.63 24,80 2.91 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2ob 0550 se 13.97 20.65 0 0 0 0 0 0 0 0 4A5-2ob 0.550 se 1327 13.40 0 0 0 0 0 0 0 0 485-21b 0.540 se 13.71 1322 0 0 0 0 0 0 0 0 11 DO 03M as 9.90 1221 0 0 0 0 0 0 0 0 yl G 12B-(kw 0.097 sw 2.46 2,83 126 126 310 356 0 0 0 0 4A5.20b 0550 sw 1327 18.37 0 0 0 0 0 0 0 0 I-C 485.21b 0540 sw 13.71 16.62 0 0 0 0 0 0 0 0 13A-4005 0.143 sw 3.63 2.91 0 0 0 0 0 0 0 0 4A5.2ob OS50 sw 1327 23.17 0 0 0 0 0 0 0 0G 4A5.2obd 0580 sw 14.73 14.42 0 0 0 0 0 0 0 0 I{- G 485.21b 0.540 sw 13.71 24.80 0 0 0 0 0 0 0 0 WI 1213-09v 0.097 nw 2.46 2.83 113 98 240 276 0 0 0 0 C 4A5.2ob 0S50 r1w 13.97 22.67 15 0 209 340 0 0 0 0 yyll I--G 13A-flocs 0.143 r1w 3.63 2.91 0 0 0 0 0 0 0 0 4A5-2ob 0.550 r1w 13.97 22.67 0 0 0 0 0 0 0 0 4A5-2ob 0.550 rnv 13.97 22.67 0 0 0 0 0 0 0 0 4A5.2ob 0550 rrw 13.97 24AI 0 0 0 0 0 0 0 0 q 12C-Osw 0.091 231 1 S2 0 0 0 0 0 0 0 0 L 0 1100 0.390 n 9.90 1231 0 0 0 0 0 0 0 0 C 168&30ad 0.032 Oat 1.76 198 198 160 348 36 36 29 63 F 19A-Obscp 0295 2.81 2.00 6 6 18 12 0 0 0 0 F 19C-19csm 0.049 0.43 031 0 0 0 0 0 0 0 0 F 22A-Ipm 1.180 29.96 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 74 8 En%elope lossrgain 1093 1585 151 195 12 a) Infiltration 344 127 56 21 b) Room ventilation 0 0 0 0 13 Internet gains: Occupants@ 230 1 230 0 0 Appliarloesrolher 0 0 Subtotal (lines 61013) 1437 1941 207 216 Less external bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 76 91 14 Subtotal 1437 1941 284 307 15 Duct loads 31% 52Ya 447 1008 31% 52% 88 159 Total room load 1884 2949 372 466 Air required (dm) 103 125 1 20 20 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrrlghteoFe- 2018-.h1-09 1022:14 A " "'' ^^ Rigtt-Sule®Uriversal201818.0.19 RSU16202 Page 6 emptol074 W ellicgtonA LHG Game Bth 4 - E r p Calc - MA House laces: E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 074 Wellington ALHG Ga... Date: 12-18-2014 By: MC/AT/BP 7225 Sardsoove Ct. SUte 1. Winter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629.9307 Web: wwwOneStopCoolirg.00m License: CAC032444 1 Room name LW 2 Exloosed wall 0 It 35 It 3 Room height 9.0 It haat/000l 9.0 it heaVl ool 4 5 Room cimensons Room area 5.0 x 65 8 325 fF 35 x 65 fi 22A fF Ty Construction U-value Or HTM Area (fF) Load Area (IM Load number BluhAP-+) B or perimeter (11) BNh) or perimeter (11) Bluh) Heat Cool Gras NnP/S Heat Cool Gross N1P/S Heat Cool 6 V+l 12B-Osw 4A5.2ob 485.21b 0.097 0550 0540 no no ne 2.46 1327 13.71 2.83 22.67 2423 0 0 0 0 0 0 0 0 0 0 0 0 32 0 0 32 0 0 78 0 0 89 0 0If--(Gi 11 yyll I--G 13A•4ors 4A5.2ob 0.143 0550 no ne 3.63 1327 2.91 22.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ili 4A5.2ob 128-09w 4A5.2ob 0550 0.097 0550 ne as as 1327 2.46 1327 22.67 2.83 1837 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ob 485.21b 0550 0540 se se 1327 13.71 20.63 16.62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 486-21b 13A•4ors 4A5.2ob 4A5.20b 485-21b 11130 128.Osw 4A5.2ob 0540 0.143 0550 0550 0.540 03M 0.097 0550 as se se se so se sw sw 13.71 3.63 13.97 13.97 13.71 9.90 2.46 1327 24.80 2.91 20.65 13.40 1322 1231 2.83 1837 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vjl E--G I- G Vyjll G 485.21b 13A-4ocs 4A5-lob 0540 0.143 0550 sw sw ON 13.71 3.63 13.97 16.62 2.91 23.17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2obd 486.21b 0580 0540 sw sw 14.73 13.71 14.42 24.80 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1/11 I---G 128.Osw 4A5-2ob 13A-400s 4A5.2ob 4A5.2ob 4A5.2ob 12C-Osw 0.097 0550 0.143 0550 0550 0550 0.091 nw nw rtw rvw r1w r1w 2.46 13.97 3.63 13.97 13.97 13.97 231 2.83 22.67 2.91 22.67 22.67 24.41 152 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vjl I" G R D C 1100 168-30ad 0390 0.032 n. 9.90 0.81 1221 1.76 0 33 0 33 0 26 0 57 0 23 0 23 0 18 0 40 F 19A•Obscp 0295 2.81 2.00 0 0 0 0 0 0 0 0 F 19C-19am 0.049 0.43 031 0 0 0 0 0 0 0 0 F 22A-Ipm 1.180 29.96 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 2 1 -5 Envelope loss/gain 26 55 96 124 12 a) Infiltration b) Room ventilation 0 0 0 0 36 0 13 0 13 Internal gains: Oocvpantso 230 0 0 0 0 Applianoes/other 0 0 Subtotal (lines 6 to 13) 26 55 132 138 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 26 55 132 138 14 Subtotal 0 0 0 0 15 Dud loads 31% 5vj 0 0 31% 529k 0 0 Total room load 0 0 0 0 Air required (dm) I 1 0 0 I 1 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. rw wrlgtieoofl- 2018-.A1.091022:14 At& -"''-^ Rigtt-Sute®Uriversal201818.0.19 RSU16202 Pape 7 empUt 074 WellirgtonA LHG Game 8th4 - E.rtp C®IC - M18 Hose tacos: E wrightsoft- Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 074 Wellington ALHG Ga... Data: 1248-2014 By. MC/AT/BP 7225 Sardscove Cl. Sum 1. Marar Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629.9307 Web: wwwOneSmpCoolirgoom License: CACM2444 1 Room name TOO BTH3 2 Ewall 6.0 A 0 ft 3 Room heigh 9.0 a healb of 9.0 a heafRmol 4 5 Room dimensions Rom area 1 A x 45B It 45B fF 6A x 6.0 It 36. 0 tF Ty Construction U-value Or HTM Area (IF) Load Area (fF) Load number BtuhAF n I or perimeter (a) Bifi) or perimeter (a) Bluh) Heat Cool Gross WP/S Heat Cool Cross NAS Heat Cool 6 Wl 12&09w 4A5. 20b 485. 21b 0. 097 OSW 0, 540 ne ne ne 2. 46 1397 13. 71 2. 83 22. 67 2423 54 0 3 51 0 0 126 0 41 144 0 73 0 0 0 0 0 0 0 0 0 0 0 0 C11 yl 13A-4ors 4A5. 2ob 0. 143 0. 5W ne no 3. 63 1397 2. 91 22. 67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t 2 4A5.20b 1213- 09w 4A5. 20b 0550 0. 097 0. 550 ne se se 1397 2. 46 1397 22. 67 2. 83 1837 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5. 2ob 4B5. 21b 0S50 OS40 se se 1397 13. 71 20. 63 16. 62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4B5. 2lb 13A- 4005 4A5. 20b OS40 0. 143 0sw se se se 13. 71 3. 63 13. 97 2480 2. 91 20. 65 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5. 2ob 4B5. 21b 0sw OS40 se se 13. 97 13. 71 13. 40 1322 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl G 11130 128- 096v 4A5. 2ob 0390 0. 097 0S50 se 9N SN 9. 90 2. 46 13. 97 12. 31 2. 83 1837 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I G 485.211) 4A5. 2ob 0S40 0. 143 OS50 sw 9w sw 13. 71 3. 63 13. 97 16. 62 2. 91 23. 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 vh13A- 40ts 4A5. 2obd 4B5. 21b 0sw OS40 sm sw 14. 73 13. 71 14A2 2480 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl 128.09w 4A5. 20b 1dxs 3A-40.097 0550 0. 143 rtw nw rtw 2. 46 13.97 3.63 2.83 22.67 2.91 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L-. 0 yyll 4A5. 2ob 4A5-20b 0sw O- rW rtw rvw 1397 13. 97 22.67 22.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G I_ CG q 4A5. 20b 12C4Osw OSW 0. 091 nw 13. 97 231 24AI 1. 52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1100 03N n 9.90 1231 0 0 0 0 0 0 0 0 O C16& 30ad 0.032 0111 1.76 46 46 37 81 36 36 29 63 F 19A- Obsrp 0295 2.81 2.00 0 0 0 0 0 0 0 0 F 19C- 19tsm 0.049 0.43 031 0 0 0 0 0 0 0 0 F 22A• Ipm 1.180 29.96 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 11 2 Envelope los/ gain 204 287 29 W 12 a) Iniltration 62 23 0 0 b) Roomver6laion 0 O 0 0 13 Internal gains: Ooypantse 230 0 0 0 0 Applianoesbther 0 0 Sublotal (lines 6 to 13) 265 309 29 61 Less external load 0 0 0 0 Less transfer 0 0 0 0 RedisbibAon 67 71 33 69 14 subtotal 333 381 62 130 15 Dud loads 31 52% 103 198 31% 5296 19 68 Total room load 436 578 82 198 Air required ( dm) 24 25 4 8 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrrtgtitcaoftc- 2018- Jul-091022:14 Flight-Sute® Universal 201818.0.19 RSU16202 Page 8 emplot 074 W ellirgtonA LHG Game B1h 4 - E.rnp Calc - MlB Howe teces: E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 074 Wellington A LHG Ga... Date: 12-18-2014 By. MC/AT/BP 7225 Sardsmve CL Sute i, Wirter Park, FL 32792 Ptore: (407) 629. 6920 Fax: (407) 629.9307 Web: wwwOreSlopCoollrgcom Uceree: CA0032444 1 Room name WIC-3 B3 2 E*osed well 12.0 ff 21.0 fl 3 Room height 9.0 8 heatbod SID fl healbod 4 5 Room dmenSions Room area 5.0 x 7.0 fl 35.0 fF 13.0 x 13D fl 169.0 fF Ty Cons ndan U-%value Or HTM Area (fF) Load Area (fF) Load number BG1hA LIn BG1hAFr) or perimeter (11) BA1h) or perimeter (II) Bluh) Heat Cool Gross NAS Heat Cool Gross NIP/. Heat Cod 6 128.09+v 4A5-20b 485.21b 0.097 0550 0540 ne ne ne 2.46 1327 13.71 2.83 2287 2423 45 0 0 45 0 0 111 0 0 127 0 0 72 15 0 57 0 0 140 209 0 161 340 0GG 11 VVVVyyyy 13A-40rs 4A5.2ob 0.143 OSM ne ne 3.63 1327 2.91 22.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ob 128.09w 4A5.2ob 0550 0.097 0.550 no se se 1397 2.46 1397 22.67 2.83 1827 0 63 6 0 57 3 0 140 84 0 161 110 0 117 0 0 113 0 0 278 0 0 320 0 4A5.20b 485.21b 0.550 0,540 so se 1397 13.71 20.63 16.62 0 0 0 0 0 0 0 0 0 4 0 3 0 55 0 66 485.2113 13A-40re 4A5-2ob 0.540 0.143 0.550 se se se 13.71 3.63 1397 24.80 291 20.65 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.20b 485.21b 0.550 0.540 se so 13.97 13.71 13.40 1322 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 IIDO 128- 0s6v 4A5. 2ob 0. 390 0. 097 0550 se sw 9w 990 2. 46 13. 97 12. 31 2. 83 18. 37 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4B5. 21b 13AAots 4A5. 20b 0540 0. 143 0550 9w sw 9w 13. 71 3.63 1397 16. 62 291 23. 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5. 20bd 4B5.2tb 0.580 0.540 9w sw 14. 73 13.71 AA2 24. 80 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yI 1-- C' 12&Osw 4A5.20b 13AAocs 0. 097 0.550 0.143 nw nw nw 2. 46 13.97 3.63 2,83 22.67 2.91 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5. 2013 4A5.20b 0550 o550 nw r1w 1397 1327 22. 67 22.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 4A5. 2ob 12C-09N OSW 0. 091 nw 1397 2.31 24AI 1. 52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11DO 0.390 n 990 12.31 0 0 0 0 0 0 0 0 C 1613- 30ad 0.032 0.81 1.76 35 35 28 62 169 169 137 298 F 19A• Obscp 0295 2.81 2.00 0 0 0 0 22 22 61 43 F 19C- Ig= 0.049 0.43 0.31 0 0 0 0 0 0 0 0 F 22A• Ipm 1.180 2996 0.00 0 0 0 0 0 0 0 0 s c) AED exmrsion 10 52 Emoelope lassgain 363 471 881 1176 12 a) Infiltration 123 45 215 79 b) Room venlilatlon 0 0 0 0 13 Internal gains Ooslpanls@ 230 0 0 1 230 Appliancesblher 1 0 0 Subtotal (lines 6 b 13) 487 516 1098 1485 Less e) demal load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribulan 0 0 18 37 14 SL total 487 516 1114 1522 15 Dud loads 1 31% 529E 1511 268 31% 346 790 Total room bad I 638 784 1460 2312 Air required ( dm) 1 1 35 33 I so 98 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgtiteOM' 2018•. A1.091022:14 At& Righ1• SriteSLkiversal 2018 18.0.19 RSU16202 Page 9 emptot 074 WellirgtonA LHG Game Bin 4 . E.np Celc - MA Horse laces: E wrightsoftRight-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 074 Wellington ALHG Ga... Date: 1248-2014 By. MC/AT/BP 7225 Sardsoove CL SJIe 1, Winter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629.9307 Web: www.0reStopGoolirg.com License: CA0032444 1 Room name MBED MWIC 2 Elposed wall 44.0 ft 0 11 3 Room height 9.0 It heatbod 9.0 fl heatbod 4 5 Room dimensions Room area 1. 0 x 3253 It 325. 3 IF 1. 0 x 963 ft 963 IF Ty Consaumon number U- value BUhAF-+) Or HTM BGrhhAF) Area ( IF) or perimeter (II) Load l3tuh) Area QF) or perimeter (A) Load Bnrh) Heat Cool Gross Nips Heat Cad Grass NPP/S Heat Cool 6 12B-09N 0.097 no 2.46 2.83 41 41 100 115 0 0 0 0 4AS2ob OSW ne 13.97 22.67 0 0 0 0 0 0 0 0 4B5. 21b 0.540 ne 13.71 2423 0 0 0 0 0 0 0 0 11 yl l-( 13A- 40rs 4AS2ob 0. 143 0550 ne ne 3. 63 1397 2. 91 22. 67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5. 20b 12B- 09N 0. 550 0. 097 ne se 1327 2. 46 22. 67 2, 83 0 180 0 157 0 387 0 444 0 0 0 0 0 0 0 0 4A5. 2ob 0550 as 1397 1827 0 0 0 0 0 0 0 0 41A5. 2ob 0.550 se 1327 20.63 15 4 209 309 0 0 0 0 485. 21b 0540 as 13.71 16.62 0 0 0 0 0 0 0 0 485- 21b OS40 se 13.71 24.80 8 0 110 198 0 0 0 0 VN 13AAots W43 se 3.63 2.91 0 0 0 0 0 0 0 0 4A5. 2ob 0550 se 1397 20.65 0 0 0 0 0 0 0 0 4A5. 2ob 0550 se 1327 13.40 0 0 0 0 0 0 0 0 485. 21b OS40 se 13.71 1322 0 0 0 0 0 0 0 0 11D0 0390 se 9.90 1231 0 0 0 0 0 0 0 0 l 128-09w 0.097 sw 2A6 2.83 176 176 432 496 0 0 0 0 f 4A5-20b OS50 sw 1327 1837 0 0 0 0 0 0 0 0 I- C 485.21b 0-w sw 13.71 16.62 0 0 0 0 0 0 0 0 J0. 143 13A-4009 4A5. 2ob 0550 9w sw 3. 63 13. 97 2. 91 23. 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5. 2obd 4B6. 21b 0580 OS40 sw sw 14. 73 13. 71 14A2 24. 80 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ESGyl I-- 19 128. Osw 4A5. 2ob 0. 097 0550 r1w nw 2. 46 M. 97 2. 83 22. 67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A• 40os 0.143 nw 3S3 2.91 0 0 0 0 0 0 0 0 4A5. 20b 0.550 rnv 1327 22.67 0 0 0 0 0 0 0 0 4A5. 2ob 0550 nw 1397 22.67 0 0 0 0 0 0 0 0 4A5. 20b OS50 r1w 1397 24AI 0 0 0 0 0 0 0 0 R 12C-0sw 0.091 231 1.52 0 0 0 0 0 0 0 0 0 11130 0.390 n 9.90 1231 0 0 0 0 0 0 0 0 c 168.30ad 0.032 0.81 1.76 325 325 264 573 96 96 78 170 F 19A-Obscp 0295 2.81 2.00 4 4 11 a 0 0 0 0 F 19C-1903012 0.049 0.43 031 290 290 125 89 16 16 7 5 F 22A•pm 1.180 2996 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 1 99 6 Envelope losstain 1638 2331 85 168 12 a) Infiltration 451 166 0 0 b) Room ventilation 0 0 0 0 13 htemalgains Omupanls@ 230 2 460 0 0 Appliarloesbther 0 0 Subtotal ( lines 6 to 13) 2090 2958 95 168 Lessextemal bad 0 0 0 0 Lessransler 0 0 0 0 Redisbibution 15 31 32 68 14 Subtotal 2105 2989 117 236 1151 Dudloads 1 31% at 655 1551 31% 52% 37 123 Total room bad 2759 4540 154 359 Air required (dm) 151 193 81 15 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrrsghteoft' c 1Ziptt-Srite®Lkiversa12018 18.0.19 RSU18202 2018-, U-091022:14 Pape 10 emplot074 WellirgtonA LHG Game BIh4 - E.np Calc - MIB House faces: E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 074 Wellington ALHG Ga... Date: 12-18-2014 By- MC/AT/BP 7225 Sardscove CL SJts 1, Winer Park FL 32792 Phore: (407) 629.6920 Fax: (407) 629 - 9307 Web: wwwOneStopCoolirgmm License: CAC032444 1 Room name MrO1 METH 2 6posed well 0 it 13.0 fl 3 Room height 9.0 it heaWool 9.0 R heatbod 4 5 Room dimensions Room area 65 x 3.0 fl 195 (F 1.0 x 1028 it 102.8 fF Ty Consiridon U-Value Or HTM Area (In Load Area (W) Load number Btuh41;`F) BUh" or perimeter (11) Btuh) or perimeter (II) fth) Heat Cod Gross NAS Heat Cod Gross NAS Heat Cool 6 yl 1213-09w 4AS-2ob 485.21b 0.097 0550 0.540 ne no no 2.46 1397 13.71 2.83 22.67 2423 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0C 1 1 C' 13A•4009 4A5.2ob 0.143 0550 ne ne 3.63 1397 291 22.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 lam' 4A5.20b 128.09w 4A5.20b 0.550 0.097 0550 ne sa se 1397 2.46 13.97 22.67 2.83 1837 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ob 485.21b 0550 0540 se se 1397 13.71 20.63 16.62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 485-21b 13A•4005 4A5.2ob 4A5-20b 485-21) 0540 0.143 0550 0550 0540 as so se se se 13.71 3S3 1397 1327 13.71 24.80 221 20.65 13.40 1322 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Val I--G 11 DO 12B-096v 4A5.20b 485.21b 13A-40s 4A5.2ob 4A5-2obd 485-211) 0.390 0.097 0550 0540 0.143 0550 0580 0.540 se Sw Sw sw 9w aw sw sw 990 2.46 1397 13.71 3.63 1397 14.73 13.71 1231 2.83 18.37 16.62 291 23.17 14.42 24.80 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 0 117 0 8 0 0 0 0 0 109 0 6 0 0 0 0 0 268 0 110 0 0 0 0 0 308 0 133 0 0 0 0 I--G y/ G 128.0sw 4A5.2ob 4A5.20b 4A5.2ob 4A5.20b 12C•Osvv 0.097 0.550 0.143 0550 0550 0550 0.091 nw nw nw nw nw r1w 246 13.97 3.63 1397 1397 1327 231 293 22.67 291 22.67 22.67 24AI 1.52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N13A- 40CS q L-D C 1100 16B-30ad 02M 0.032 n 990 021 1221 1.76 0 20 0 20 0 16 0 34 0 103 0 103 0 83 0 181 F 19A-Obmp 0295 2.81 2.00 0 0 0 0 0 0 0 0 F 19C•19cscp 0.049 0.43 031 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 2996 0.00 0 0 0 0 0 0 0 0 6 c) AED exwrsion 1 63 Envelope low/on 16 33 462 685 12 a) Infiltration 0 0 133 49 b) Room ventilatbn 0 0 0 0 13 Internal gains: O=Vf is @ 230 0 0 0 0 ApplWimsbOw 0 0 Subtotal (lines 6 to 13) 16 33 595 735 Lessexlemal bad 0 0 0 0 Lesstran4er 0 0 0 0 Redistribution 11 23 0 0 14 Subtotal 27 56 595 735 15 Dud loads 31% 52% 8 29 31% U7. 185 381 Total room bad 35 86 7801 1116 Air required (dim) 2 4 1 1 43 47 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. ir w IgtiteoTt- 2016-,U-091022:14 Rigtt-SuteDUriversal20l8 l8.0.IS RSU16202 Page 11 emp1Lo1074 WellirgtonA LHG Game Bth4 • E.np Calc - MIB House faces: E f- wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 074 Wellington A LHG Ga... Data: 1248-2014 By. MC/AT/BP 7225 Sardsmve CL Sute 1, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OreStopCooiirg oom Uceree: CAC032444 1 Room name HALL2 Kfr 2 Exposed well 0 ft 515 ft 3 Room height 9A it heat/mol 9A ft heaftol 4 5 Room dimensions Room area 1 A x 119A It 119.8 IF 1.0 x 404.8 ft 404.8 tF Ty C4ngnjdon s nu BILAwF Blu orperimer (ft) Bsh) orperimer (ft) 8aih) Heat Cod Grass Npr. Heat Cool Gross Npr. Heat Cool 6 V)I 1213-09N 0.097 no 2.46 2M 0 0 0 0 0 0 0 0 4A5.2ob 4B5.21b 0.550 0.540 ne no 1397 13.71 22.67 2423 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Val 13A-40rs 4A5-2ob 0.143 0.5W ne no 3.63 13.97 2.91 22.67 0 0 0 0 0 0 0 0 296 16 263 0 956 228 767 371 L-( 4A5-2ob 12&09w 0.550 0.097 ne se 1327 2.46 22.67 2.83 0 0 0 0 0 0 0 0 16 0 0 0 228 0 371 0 4A5.2ob 0.550 se 13.97 18.37 0 0 0 0 0 0 0 0 4A5.2ob OS50 se 1327 20.63 0 0 0 0 0 0 0 0 485.21b 0540 se 13.71 16.62 0 0 0 0 0 0 0 0 485-211) 13A-40L9 0540 0.143 sa se 13.71 3.63 24,80 2.91 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.20b 0550 se 13.97 20.65 0 0 0 0 0 0 0 0 4A5-20b 4B5.21b 0550 0540 9e se 13a7 13.71 13.40 1322 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11D0 1213-09w 4A5.2ob 0.390 0.097 0550 se 9w 9w 9.90 2.46 13.97 12.31 2,83 1837 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 485.211) 13A= 4A5lob 0540 0.143 0S50 sw sw 9w 13.71 3.63 13.97 16.62 2.91 23.17 0 0 0 0 0 0 0 0 0 0 0 0 0 66 0 0 1B 0 0 65 0 0 52 0 4A5.2obd 485.21b, 0580 0540 9w 9w 14.73 13.71 MA2 24.80 0 0 0 0 0 0 0 0 48 0 48 0 707 0 692 0 Vy 128.09w 0.097 nw 2.46 2,83 0 0 0 0 0 0 0 0 C 4A5.20b 0550 nw 1327 22.67 0 0 0 0 0 0 0 0 13A-40Gs 0.143 nw 3.63 2.91 0 0 0 0 122 90 325 261 4A5.20b 0550 nw 13.97 22.67 0 0 0 0 33 0 456 741 4A5-20b 0550 rtw 13.97 22.67 0 0 0 0 0 0 0 0 q 4A5.2ob 12C-09w 0550 0.091 tw 13.97 231 24A1 1.52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L--D 11 D0 02M n 9.90 1231 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 081 1.76 120 120 97 211 91 91 74 160 F 19A-0b9g1 0295 2.81 2.00 0 0 0 0 0 0 0 0 F 19C•19csop 0.049 0.43 021 0 0 0 0 0 0 0 0 F 22A•Ipm 1.180 29.96 0.00 0 0 0 0 405 52 1543 0 6 c) AED exarrson 1 7 303 Envelope lossbain 97 204 4583 3716 12 a) In6ltratlon 0 0 552 203 b) Room ventilation 0 0 0 0 13 Internal gains: Ooatpants@ 230 0 0 0 0 Appliancesblher 0 1200 Sublolal (lines6 to 13) 197 204 51351 5120 Lessextemalload 0 0 0 0 Lessransfer 0 0 0 0 Redistribution 97 21Y1 0 0 14 Subtotal 0 0 5135 5120 15 Duct loads 31% 52% 0 0 31% 52% 1597 2657 Total room load 0 0 6732 7777 Air required (dm) I 1 0 0 1 1 3681 331 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlglhtnoft- 2018-11-091022:14 Right-SLite®Uriversal20l8 t8. 0.l9 RSU16202 Page 12 emptot 074 WellirgtonA LHG Game Bth4 - Ertp Calc - Mt8 Horse faces: E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 074 Wellington ALNG Ga... Date: 12-18-2014 By: MC/AT/BP 7225 Sardsmve Cl. Stile 1, Winter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629.9307 Web: wwwOreSlopCoolIrg.ocm License: CA0032444 1 Room name FOYER GM 2 Exposed wall 65 fl 165 0 3 Room height 9A fl heaMmol 9A I1 heathool 4 5 Room dimensrors Room area 1.0 x 137.5 It 1375 (F 165 x 13.0 B 2145 (F Ty Construction U-value Or HTM Area (W) Load Area (W) Load number B61hA ,9 Bbi or perimeter (11) Bti1h) or perimeter (Il) B6rh) Heat Cool Gross W/Pr5 Heat Cool Grass I WWP/5 Heat Cod 6 V+l 12&09+v 4A5.2ob 485.261 0.097 0550 0.540 ne ne no 2.46 1397 13.71 2.83 22.67 2423 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 y/ 13A•40s 4A5-2ab 0.143 WSW ne ne 3.63 13.97 2.91 22.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0gL - 4A5.2ob 12B-09N 4A5.20b 4A5.2ob 4B5.2Ib 4B5-21b 13A-40rs 4A5.2ob 4A5.2ob 485.21b 11DO 12B-(kw 4A5.2ob 485.21b 13A-40ts 4A5.2ob 05W 0.097 0550 0550 0.540 0.540 0.143 0550 0550 0.540 0390 0.097 0.5W 0.540 0.143 0550 ne se se se se se se se se se se sw sw sw 9N 9w 1327 2.46 1397 1327 13.71 13.71 3.63 13.97 13.97 13.71 9.90 2.46 1397 13.71 3.63 1327 22.67 2.83 1837 20.63 16.62 24.80 2.91 20.65 13.40 1322 1231 2.83 1837 16.62 2.91 23.17 0 0 0 0 0 0 61 0 0 9 24 0 0 0 0 0 0 0 0 0 0 0 28 0 0 9 24 0 0 0 0 0 0 0 0 0 0 0 101 0 0 128 238 0 0 0 0 0 0 0 0 0 0 0 81 0 0 123 295 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 155 32 0 0 0 0 0 0 0 0 0 0 0 0 0 0 123 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 448 444 0 0 0 0 0 0 0 0 0 0 0 0 0 0 359 737 yl G I-G G 4A5.20bd 485.21b 12B-09w 4A5.2ob 13A-40os 4A5.2ob 4A5.201) 4A5.20b 12C-09N 0580 0.540 0.097 0550 0.143 0550 05W 0550 0.091 9N sN nw nw nw nw nw rtw 14.73 13.71 2.46 1327 3.63 13.97 1397 1397 231 14.42 24.80 2.83 22.67 2.91 22.67 22.67 24A1 1.52 0 0 0 0 0 0 0 0 146 0 0 0 0 0 0 0 0 128 0 0 0 0 0 0 0 0 295 0 0 0 0 0 0 0 0 194 0 0 0 0 0 0 0 0 141 0 0 0 0 0 0 0 0 141 0 0 0 0 0 0 0 0 326 0 0 0 0 0 0 0 0 214 II_-GG t-G q I_p C IIDO 168. 30ad 03M 0. 032 n 990 OBI 1231 1. 76 18 0 18 0 177 0 220 0 0 0 0 0 0 0 0 0 F 19A-Obslp 0295 2b1 2.00 0 0 0 0 0 0 0 0 F 19C-19OX13 0.049 OA3 031 0 0 0 0 0 0 0 0 F 22A-pm 1.180 2996 0.00 137 7 195 0 215 17 494 0 6 a) AED exaurson 1 32 181 Emoebpebs% tain 1134 Sal 1712 1490 12 a) Intillra6on b) Room ventilation 70 0 26 0 177 0 65 0 13 Intemalgains: Omrpards@ 230 0 0 0 0 Applianoesblher 0 0 Submtal ( lines 6 b 13) 12M 907 1889 1555 Les, external load 0 0 0 0 14 Lesstransier Redistribution Subtotal 0 1203 0 0 907 0 0 185 2073 0 139 1695 15 Dud loads 31°Ye 52% 0 0 31 52% 645 an Total room bad Air required (dm) I 0 1 0 0 0 2718 149 2574 109 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. A } r wr gf tmoT!- 2018-.k1-09 1022:14 Righl• Srite®tlriversa12018 18.0.19 RSU16202 Page 13 emp` Lot 074 WellirgtonA LHG Game Bill . E.np Calc. MIB House laces: E wrightsoft• Right-J® Worksheet Job: Entire House Date By: One Stop Cooling and Heating 7225 Sardscove Q. Suite 1, W irter Par14 FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: vw K0neSI0PCoolirg.c0m Uoense: CAC032444 Lot 074 Wellington ALHG Ga... 12-18-2014 MC/AT/BP 1 Room name Blh 5 STR2 2 3 E4=W well Room height 8.0 11 9A tl heatKtool 0 It 9.0 fl heattool 4 5 Room dmertsons Room area 1 A x 583 It 583 fF 1.0 x 68.0 If 68.0 fF Ty Construdon number U-value Bnihhlll-*n Or HTM Area (fF) or Perimeter (11) Load BUh) Area (it) or perimeter (11) Load BUh) Heat Cool Gross N/P/S Heat Cool Gross NrP/S Heat Cool 6 11 128.00w 4A5.20b 4135.21b 13A-40cs 4A5.2ob 0.097 0550 0S40 0.143 0.550 no no no ne ne 2.46 13.97 13.71 3.63 1397 2.83 22.67 2423 2.91 22.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 v E:2I-G 4A5.20b 12B-0sw 4A5.20b 4A5.20b 485.21b 465.21b 13A-40cs 4A5.2ob 4A5.2ob 485.2lb 1100 12B-09N 4A5.20b 485.21b 13A•4ocs 4A5.2ob 0.550 0.097 0.550 0.550 0.540 0540 0.143 0.550 0" 0.540 0390 0.097 0.550 0540 0.143 0550 no se as se as sa se se se se as sw sw sw sw sw 13A7 2.46 1397 1397 13.71 13.71 3.63 1397 13.97 13.71 9.90 2.46 13.97 13.71 3.63 1397 22.67 2.83 1837 20.63 16.62 24.80 291 20.65 13.40 1322 1231 2.83 1837 16.62 2.91 23.17 0 0 0 0 0 0 0 0 0 0 0 72 6 0 0 0 0 0 0 0 0 0 0 0 0 0 0 66 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 163 84 0 0 0 0 0 0 0 0 0 0 0 0 0 0 187 110 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Val C l G 4A5-20bd 485.21b 0.580 0.540 sw 9w 14.73 13.71 14.42 24.80 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 y/ C 128.09w 4A5-20b 13A-40rs 4A5.20b 4A5.20b 4A5-2ob 12C-Osw 0.097 0.550 0.143 0.550 0550 0.550 0.091 nw nw nw nw nw nw 2.46 1327 3.63 1397 1397 13.97 231 2.83 22.67 221 22.67 22.67 24AI 1.52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VyWjll R D 1100 16&30ad 0.390 0.032 n 990 0.81 1231 1.76 0 58 0 58 0 47 0 103 0 68 0 68 0 55 0 120C F F F 19A•Obscp 19C-19cscp 22A-Ipm 0295 0.049 1.180 2,81 0.43 29.96 2.00 031 0.00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 61 c) AED excursion 35 1 1 -4 Envelope bsslgain 294 434 55 116 12 a) Infiltra8on 82 30 0 0 b) Room venfilauon 0 0 0 0 13 Internal gains Occupants@ 230 0 0 0 0 ApplianoesbItter 0 0 Subiotal(lines 6to13) 1 376 465 551 116 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 55 116 14 Sublotal 376 465 0 0 15 Oualoads 31% 52% 117 241 31% 52% 0 0 Total room bad 493 706 0 0 Air required (dm) 1 1 27 30 1 1 O 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrtghteoTt- 2018-.U-091022:14 Right-Scite®Uriversal2018 18.0.19 RSU16202 Page 14 emplot074 WellirgtonA LHG Game BIh4 . E.np Cale-M18 Home faces: E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 074 Wellington A LHG Ga... Data: 12-18.2014 By: MC/AT/BP 7225 Sardsoove 0. Suite 1. Winter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCoolirg.com Ucerse: CAC032444 1 Room name 2 Exloosed well 0 fl 3 Room height 9A ft heaNwol 4 5 Room dmertsions Room area 15 x 15 fl 23 W Ty Ca auction U-value Or HTM Area (in Load Area Load number 13wwn Ehuh" or perimeter (Il) 81uh) or perimeter Heat Cool Gross NIPS Heat Cool Gross NAS Heat Cool 6 Vjl 128.09w 0.097 no 2.46 2.63 0 0 0 0 4A5.2ob 05W no 1397 22.67 0 0 0 0 I-GG 485.21b 0540 no 13.71 2423 0 0 0 0 11 13A•40rs 4A5.2ob 0.143 0550 ne ne 3.63 1327 221 22.67 0 0 0 0 0 0 0 0 4A5.2ob 12B-09+v 0550 0.097 ne se 1397 2.46 2287 2.63 0 0 0 0 0 0 0 0 4A5.2ob 0550 se 1397 1637 0 0 0 0 4A5.2ob 0550 as 1397 20.63 0 0 0 0 4B5.21b 0540 as 13.71 16.62 0 0 0 0 485.21b 0540 sa 13.71 24.60 0 0 0 0 13A-4ocs 0.143 se 3.63 291 0 0 0 0 4A5.2ob 0550 se 1327 20.65 0 0 0 0 4A5.2ob 0550 as 1327 13.40 0 0 0 0 485.21b 0540 90 13.71 1322 0 0 0 0 11 DO 0390 se 990 1231 0 0 0 0 128.09w 0.097 9w 2.46 2.83 0 0 0 0 4A5.2ob 0550 sw 1397 1637 0 0 0 0 485.21b 0540 sw 13.71 16.62 0 0 0 0 4A5.2ob 05M0550 sw sw 3.63 1397 23.173.1 0 0 0 0 0 0 0 0TE 13A-40 405.2obd 0560 ttw 14.73 14.42 0 0 0 0 485.2110 0540 sw 13.71 24.80 0 0 0 0 128.O9w 0.097 rrw 2.46 2.83 0 0 0 0 4A5.2ob 05W rrw 1327 22S7 0 0 0 0 13A•4ocs 0.143 rrw 3.63 291 0 0 0 0 4A5.20b 0550 rrw 1327 22A7 0 0 0 0 4A5.2ob 0550 nw 1397 22A7 0 0 0 0 R 4A5.20b 12C-09w 0550 OD91 nw 1327 231 24AI 152 0 0 0 0 0 0 0 0 D 11D0 0390 n 990 1231 0 0 0 0 C 168.30ad 0.032 O81 1.76 2 2 2 4 F 19A•0bscp 0295 2.81 2.00 0 0 0 0 F 19C-19tscp 0.049 0.43 031 0 0 0 0 F 22A-axrr 1.160 29.96 0.00 0 0 0 0 6 c) AED excursion 0 Envelope loss/gain 2 4 12 a) Infiltration 0 0 b) Room venfilabon 0 0 13 Irttemalgains: Oontpanls@ 230 0 0 Appliancesblher 0 Srbtotal(lines 6Io13) 2 4 Less external load 0 0 Less transfer 0 0 Redistribution 2 4 14 Subtotal 0 0 15 Dud loads 1 31% 52% 0 0 Total room load 0 0 Air required (dm) 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. t wrrlghteoTt- 2016•.W091022:14 Righ•SUIe®Uriversal2018 18.0.19 RSU16202 Page 15 emptot074WellirgtonALHGGame Sth4•Enp Calc-MI6 House faces: E Duct System Summary Job: Lot 074 Wellington ALHG ... wrightsoft' y rY Date: 12a8-2014 Entire House By. MC/AT/BP One Stop Cooling and Heating 7225 Sardscove Q. Sum 1. Witter Park FL 32792 Phore: (407) 629 - 6920 Fax: (407) 829.9307 Web: www.OreStopCoolirg oom Ucerse: CA0032444 Project• • For: Park Square Homes 3936 Night Heron Drive, Sanford, FL 32771 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air Bow Total effective length (TEL) Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170/0.170 in H2O 0.157 in/100ft 1833 cfrn 217 ft Supply Branch Detail Table Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.157 in/100ft 1833 cfm Name Design 13tuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Mad Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 h 4079 223 145 0.175 9.0 Ox 0 VIFx 42.5 152.0 st3 BEDS c 2312 80 98 0.228 6.0 Ox 0 VIFx 19.0 130.0 st4 BED4 c 2726 90 116 0.292 6.0 Ox 0 VIFx 16.5 100.0 st2 BEDS c 2949 103 125 0.198 6.0 Ox 0 VIFx 36.4 135.0 st5 BTI12 h 597 33 19 0.157 4.0 Ox 0 VIFx 44.5 172.0 st3 BTH3 c 198 4 8 0.245 4.0 Ox 0 VIFx 13.7 125.0 st4 Bth5 c 706 27 30 0.201 4.0 Ox 0 VIFx 34.0 135.0 st5 FAMILY c 3436 107 146 0.192 7.0 Ox 0 VIFx 25.2 152.0 st3 FLEX h 4149 227 129 0.218 9.0 Ox 0 VIFx 23.7 132.0 st1 GAME c 4111 78 175 0.312 7.0 Ox 0 VIFx 9.0 100.0 st2 GM h 2718 149 109 0.166 7.0 Ox 0 VIFx 42.6 162.0 st3 Krr h 3366 184 165 0.255 8.0 Ox 0 VIFx 11.1 122.0 st1 Krr-A h 3366 184 165 0.229 8.0 Ox 0 VIFx 21.6 127.0 SO LDRY c 1174 42 50 0.228 4.0 Ox 0 VIFx 22.1 127.0 st1 MBED c 2270 75 97 0.218 5.0 Ox0 VIFx 30.9 125.0 st5 MBED-A c 2270 75 97 0.200 5.0 Ox 0 VIFx 35.3 135.0 st5 MBT 1 c 1116 43 47 0.215 4.0 Ox 0 VIFx 28.2 130.0 st5 Mrol c 86 2 4 0.235 4.0 Ox 0 VIFx 20.0 125.0 st5 MWIC c 359 8 15 0.216 4.0 Ox 0 VIFx 27.7 130.0 st5 PAN h 376 21 14 0.240 4.0 Ox 0 VIFx 19.6 122.0 st1 T013 c 578 24 25 0.221 4.0 Ox 0 VIFx 19.1 135.0 s14 WC3 h 638 35 33 0.224 4.0 Ox 0 VIFx 22.0 130.0 st4 WrA h 372 20 20 0.265 4.0 Ox0 VIFx 18.4 110.0 st2 wrightsoft- ftN-Sate®Uriversal201818.0.19RSUi6202 emp`Lot 074 WellirgmnA LHG Game Bth4 - E.np Calc- M18 Fbise faces: E 2018-Ju-09 1022:16 Page 1 Supply Trunk Detail Table Trunk Htg Gg Design Veloc Diam H x W Duct Name Type dm) Cfm) FR fpm) in) in) Material Trunk st3 PeakAVF 511 420 0.157 651 12.0 0 x 0 VinIFIX st1 SO PeakAVF 1169 943 0.157 661 18.0 0 x 0 VinIFIX st2 PeakAVF 665 890 0.198 638 16.0 0 x 0 VinIFIX st4 PeakAVF 143 165 0.221 616 7.0 0 x 0 VinlFlx st2 st5 PeakAVF 334 415 0.198 528 12.0 0 x 0 VinlFlx W Return Branch Detail Table Name Grille Size (in) Htg cfm) clg afm) TEL ft) Design FR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct MalTrunk rb1 Ox 0 1833 1833 0 0 0 0 Ox 0 MR wrightsoft' i..t..P. ......., d,.. Rigtl•Sule®Uriversa12018 18.0.19 RSU16202 emp Lot 074 W ellingtonA LHG Game 13th 4 - Enp Celc . M18 Haae laces: E 2018, U-09 1022:16 Page 2 Static Pressure and Friction Rate Job: Lot 074 Wellington ALHG ... W ri ghtsofte Date: 12-1 a-2014 Entire House By. MC/AT/BP One Stop Cooling and Heating 7225 Sardsoove Ct. Stite 1, Wirter Parr FL 32792 Phone: (407) 629.6920 Fax: (407) 629.9307 Web: wwwOreStopCoolirg com License: CAC032444 Project• • For: Park Square Homes 3936 Night Heron Drive, Sanford, FL 32771 AvailablePressure Heating Cooling in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total• Supply Return it) it) Measured length of run -out 22 0 Measured length of trunk 22 0 Equivalent length of fittings 172 0 Total length 217 0 Total effective length 217 I Heating Cooling in/1001t) (in/100ft) Supply Ducts 0.157 OK 0.157 OK Return Ducts 0.157 OK 0.157 OK Fitting Equivalent LengthDetails supply 4X--35, 11 A=20,11 G--5,11 G=5,11 G=5,11 G=5,11 Gam, 11 M=20,11 H=7,11 G=5,11 G=5,1 A--35, USR1=20: TotatEL=172 Return TotalEL=0 wrightsoft- 20W-.At-09 W22:16 Wu•,.., ._ oft RigN-StiteSUdversal2018 18.0.19 RSW6202 Page 1 emptl.ot 074 WellirgtonA LHG Game 13th4 - E.rtp Calc. AAIB HoLee tacos: E N Level 1 DV VTW 10x10 184 ctrn SLVRIse LDRY Krr 18• FBB2 9• a• IOx10 6• 4 4 SO( 184 cen P t 8X4 12' 21 etm FAMILY PB83 FOYER 10X8 146e1'n STRI 7• 4• 16 z 16 9 BED2 9 IO O \ lone 149Ctm 1 1c- / n I GM 12' t2xI2 BTH2Ir FLEX EF1 .50CFMFan EF2.80 CFM Fan EF3.110 CFMFan EFL1 - 50 CFMFan EFL2 - 80 CFMFan EFL3 -110 CFM Fan VTR - Ventte Roof VTW . Venuo Wall DV. Dryer Wnt RV . Range Vent LlnesetChase CondensalB O-7hennostat18.8 SRB. Smal Reduction Box LRB. Large Reducton Box FBB . Reld Butt Box EFI VTW Lot 074 Wellington A LHG Game Bth 4_. One Stop Cooling and HeatingPerformedbyMC/AT/BP for: PafkSquareHomes 7225SandsooveCLSuite 1 3936 Night Heron Drive Winter Pads, FL32792 Sanford, R. 32771 Phone: (407)629.6920 Fax:(407)629-9307 wwwOneSbpCooingoom Scale:1 : 94 Pepe I RV*SUW9Unlveae12018 180.19 RSU 16202 201S. d-091021A8 JlrgtonA LHG Game Mh 4 • EJW U N Level 2 8X4 20can 12XI 2 Laundry Chub EFI VTR TOG W IC3 O EFIVrR IOX6 116elm 4AXC. LW 8X4 WIC4 25cim BEN q' 18- c.86• SRB 6X18RA 13cn IOx BX4 BEDS IOX6 125dn t6' 7 T SRB 1 8- lox to LRB I HALL2 17SCIM 7• Me i lox 10 STR2 9- 14' 1 x 1a 12• 16xl6 IOxlo loxio 9• 6' 4•" 0 '' FB8 q 4 • fWROI WeTH 4Clm KWIC BX4 ISCIM i EFI EFI VTR BX4 8X4 ~ 30CIRI 47CIM / 8X4 Blh 5 Job M Lot 074 Wellington A LHG Game Bth 4-- Performed by MC/AT/BP for: Park Square Homes 393614ighlHeron Drive Sanford. FL 32771 16.OZI BYPASS ER 214D FLR IB'OAWPER ISTR-R IY20NEDAWPER BE03 IOX6 WEED One Stop Cooling and Heating 7225 Sandsmve CLSuile 1 W inler Park FL32792 Phone: (407)629.ISM Fax: (407) 629 - 9307 wAmfOneSbpCoolingmm Scale: 1 : 94 Page 2 RIW* 910e ID u riversal 2018 180.19 RSU 16202 20IBJr1-091021:46 J r9anA LHG Game 81h 4 - EAp Revision Response to Comments dw Permit # V LQ Project Address: Contact: dJUOJtyI FE&— Ph: o-io -i %19 Email: Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water City of Sanford Building & Fire Prevention Division JUG Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date ihilt A CONTACT... Fax. Daphne Clark naphneaPsrrnitsPermltsPerrnits.WM General description of revision: d ( 6U hO ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 13 Building -5F- -7• RECORD COPY FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 074 Wellington A LHG Game Bth 4 - E Builder Name: One Stop Cooling and Heating 8ul iycStreet: 3936 Night Heron Drive Permit Office: City of Sanford City, State, Zip: Sanford , FL , 32771 Permit Number: ROOwner: Park Square Homes Jurisdiction: 691500 p ogR N4DesignLocation: FL, Orlando County:: Seminole (Florida Climate Zone 2) 1. New construction or existing New (From Plans) 9. Wall Types (3567.1 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1701.00 h2 b. Concrete Block - Int Insul, Exterior R-4.1 1578.90 f12 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R-11.0 287.21 f12 4. Number of Bedrooms 5 d. N/A R= ff2 10. Ceiling Types (1794.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R-30.0 1794.00 ft2 6. Conditioned floor area above grade (ft2) 3454 b. N/A R. ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(383.2 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 690.8 a. U-Factor: Dbl, U=0.55 298.44 W SHGC: SHGC-0.22 b. U-Factor: Dbl, U=0.58 48.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC-0.25 a. Central Unit 55.0 SEER:15.00 c. U-Factor: Dbl, U=0.54 36.78 ft2 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 55.0 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 3.688 ft. Area Weighted Average SHGC: 0.227 14. Hot water systems a. Electric Cap: 50 gallonsEF: 8. Floor Types (3454.0 sqft.) Insulation Area 0.900 a. Floor Over Other Space R=0.0 1660.00 ft2 b. Conservation features b. Slab -On -Grade Edge Insulation R=0.0 1660.00 ft2 None c. other (see details) R= 134.00 ft2 15. Credits Pstat Glass/Floor Area: 0.111 Total Proposed Modified Loads: 90.73 PASSTotalBaselineLoads: 92.98 1 hereby certify that the plans and specifications covered by Review of the plans and igliE Srgr this calculation are in compliance with the Florida Energy specifications covered by this Code. Digitally signed byRafael Rafael lzquierdo trquletdc calculation indicates compliance the Florida Energy Code. t #' o Date: 2018.07.091034:43.04'W with PREPARED BY: Before construction is completed 4 DATE: this building will be inspected for y compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. CwiththeFloridaEnergyCode. DD WE'f OWNER/AG C BUILDING OFFICIAL: DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed In accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist In accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 4.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage an requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested In accordance with ANSI/RESNET/ICC 380, Is not greater than 0.060 an for whole house. 1/29/2018 11:21 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Co RtEwaVrISION e 1 of 5 FORM R405-2017 PROJECT Title: Lot 074 Wellington A LHG Ga Bedrooms: 5 Address Type: Lot Information Building Type: User Conditioned Area: 3454 Lot # 74 Owner Name: Park Square Homes Total Stories: 2 Block/Subdivision: WYNDHAM PRESERV of Units: 1 Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 315 Street: 3936 Night Heron Drive Permit Office: City of Sanford Cross Ventilation: No County: Seminole Jurisdiction: 691500 Whole House Fan: No City, State, Zip: Sanford , Family Type: Single-family FL , 32771 New/Existing: New (From Plans) Comment: CLIMATE Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO INTL_AR 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 3454 31633.8 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 1660 15487.8 Yes 1 1 1 Yes Yes Yes 2 2nd Floor 1794 16146 No 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Floor over Garage 2nd Floor ---- ---- 134 ft2 11 0.29 0 0.71 2 Floor Over Other Space 2nd Floor ---- ---- 1660 ft2 0 0.29 0 0.71 3 Slab -On -Grade Edge Insulatio 1 st Floor 167.7 ft 0 1660 ft2 0.29 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch J # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or Shed Composition shingles 2006 ft2 450 ft2 Dark 0.9 N 0.9 No 0 26.6 ATTIC RBS IRCCTypeVentilationVentRatio (1 in) Area 1 Full attic Vented 300 1794 ft2 N N 1/29/2019 11 21 AM ' ` ' EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R4AS-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1 st Floor 30 Blown 1794 ft2 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below V-#-Omt-To WaILType Space R-Value-Et_In_Et-In Area-9--[alue_Eraction_AbsorGrad e%_ 1 NE=>N Exterior Frame - Wood 2nd Floor 11 54 6 9 0 490.5 ft2 0 0.25 0.8 0 2 NE=>N Exterior Concrete Block - Int Insul 1 st Floor 4.1 57 0 9 5 536.8 ft2 0 0 0.8 0 3 SE=>E Exterior Frame - Wood 2nd Floor 11 ' 40 0 9 0 360.0 ft2 0 0.25 0.8 0 4 SE=>E Exterior Concrete Block - Int Insul 1st Floor 4.1 20 6 9 5 193.0 ft2 0 0 0.8 0 5 SW=>S Exterior Frame - Wood 2nd Floor 11 54 6 9 0 490.5 ft2 0 0.25 0.8 0 6 SW=>S Exterior Concrete Block - Int Insul 1 st Floor 4.1 50 2 9 5 472.4 ft2 0 0 0.8 0 7 NW=>W Exterior Frame - Wood 2nd Floor 11 40 0 9 0 360.0 ft2 0 0.25 0.8 0 8 NW=>W Exterior Concrete Block - Int Insul 1st Floor 4.1 40 0 9 5 376.7 f12 0 0 0.8 0 9 W Garage Frame - Wood 1st Floor 11 30 6 9 5 287.2 ft2 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 SE=>E Insulated 1st Floor None 4 3 8 24 f12 2 -=>W Wood 1st Floor None 46 2 8 6 8 17.8 ft2 WINDOWS Orientation shown is the entered orientation => chan ed to As Built rotated 315 d rees . Wall Overhang V Ornt 10 Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 NE=>N 1 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 It 3 in 0 It 8 in Drapes/blinds None 2 NE->N 1 Metal Low-E Double Yes 0.54 0.25 N 3.0 ft2 1 If 3 in 0 It 2 in Drapes/blinds None 3 NE=>N 2 Metal Low-E Double Yes 0.55 0.22 N 16.4 ft2 1 If 3 in 0 It 6 in Drapes/blinds None 4 NE=>N 2 Metal Low-E Double Yes 0.55 0.22 N 16.4 ft2 1 If 3 in 10 ft 11 in Drapes/blinds None 5 SE=>E 3 Metal Low-E Double Yes 0.55 0.22 N 6.0 ft2 1 it 3 in 0 ft 6 in Drapes/blinds None 6 SE=>E 3 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 It 3 in 0 It 8 in Drapes/blinds None 7 SE=>E 3 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft2 1 It 3 in 0 ft 6 in Drapes/blinds None 8 SE=>E 3 Metal Low-E Double Yes 0.54 0.25 N 8.0 ft2 1 It 3 in 2 It 2 in Drapes/blinds None 9 SE->E 4 Metal Low-E Double Yes 0.55 0.22 N 16.4 f12 1 It 3 in 0 ft 7 in Drapes/blinds None 10 SE=>E 4 Metal Low-E Double Yes 0.55 0.22 N 16.4 ft2 7 It 0 in 2 It 2 in Drapes/blinds None 1 1 SE=>E 4 Metal Low-E Double Yes 0.54 0.25 N 9.3 ft2 10 It 0 in 1 ft 0 in Drapes/blinds None 12 SW=>S 5 Metal Low-E Double Yes 0.55 0.22 N 6.0 ft2 1 ft 3 in 0 ft 6 in Drapes/blinds None 13 SW->S 5 Metal Low-E Double Yes 0.54 0.25 N 8.0 ft2 1 ft 3 in 0 ft 6 in Drapes/blinds None 14 SW=>S 6 Metal Low-E Double Yes 0.55 0.22 N 32.0 ft2 1 ft 3 in 10 ft 11 in Drapes/blinds None 15 SW=>S 6 Metal Low-E Double Yes 0.58 0.25 N 48.0 ft2 13 ft 4 in 0 ft 0 in Drapes/blinds None 16 SW=>S 6 Metal Low-E Double Yes 0.54 0.25 N 4.4 ft2 1 ft 3 in 10 ft 10 in Drapes/blinds None 17 NW->W 7 Metal Low-E Double Yes 0.55 0.22 N 60.0 ft2 1 ft 3 in 0 ft 6 in Drapes/blinds None 18 NW=>W 8 Metal Low-E Double Yes 0.55 0.22 N 32.9 ft2 1 ft 3 in 0 ft 6 in Drapes/blinds None 19 NW=>W 8 Metal Low-E Double Yes 0.55 0.22 N 32.9 ft2 1 ft 3 in 10 ft 10 in Drapes/blinds None 20 NW=>W 8 Metal Low-E Double Yes 0.55 0.22 N 32.9 ft2 6 ft 8 in 0 ft 0 in Drapes/blinds None 1 /29/2018 11:21 AM EnergyGauge® USA - FlaRes2017 Section R405.4. t Compliant Software Page 3 of 5 FORM R405-2017 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 430 ft2 430 ft2 53 ft 9.33 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000233 2108.9 115.78 217.74 .2092 4 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:9 55 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER: 15 55 kBtu/hr 1650 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 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS v # Supply ---- Location R-Value Area Return ---- Air CFM 25 CFM25 HVAC # Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 690.8 ft Attic 172.7 ft Proposed On 2nd Floor --- cfm 207.2 cfm 0.06 0.50 1 1 1/29/2018 11:21 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 POPKA PAnr,_7n17 TEMPERATURES Programable Therynostat: Y Ceiling Fans: Coolin an Heating Jan Feb Feb Mar MarId A r Apr Ma X) May Jun Jun Jul Jul AuAuJI Se Sep Oct Oct Nov NNov DecfX DecLX} Ventin [ ]Jan LX} Feb Mar X] Apr May [ Jun Jul Aug Se [ Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66- 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 1/29/2018 11:21 AM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 Florida Building Code, Energy Conservation, 6th Edition (2017) atory Reauirements for Residential Performance, Prescriptive and ERI Methods ADDRESS: 3936 Night Heron Drive Permit Number: Sanford , FL, 32771 MANDATORY REQUIREMENTS See individual code sections for full details. SECTION R401 GENERAL R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402.4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(0, (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air leakageMlindows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 L/s/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. 1/29/2018 11:22 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 1 of 5 MANDATORY REQUIREMENTS - (Continued) R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. SECTION R403 SYSTEMS R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3. R403.3.2.1 Sealed air handler. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the system, including the manufacturer's air handler enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41°C) or below 55°F (13°C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1.1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall start the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 1/29/2018 11:22 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 MANDATORY REQUIREMENTS - (Continued) R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or ar downward and upward bend of at least 3 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible' to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100°F to 140°F (38°C to 60°C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 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 -healing systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Ouality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-11 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-10 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMU CFM) Range hoods Any 2.8 cfm/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm/watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: 1 cfm = 28.3 L/min. a. When tested in accordance with HVI Standard 916 1 /29/2018 11:22 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 3 of 5 MANDATORY REQUIREMENTS - (Continued) R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Sec(ion 403.7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1.1, and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1. R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IECC—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and Ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50'F (10°C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.86C). R403.10 Pools and permanent'spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.10.1 through R403.10.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 1/29/2018 11:22 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandator%he energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. SECTION R404 ELECTRICAL POWER AND LIGHTING SYSTEMS R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. 1/29/2018 11:22 AM EnergyGauge® USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. 3936 Night Heron Drive, Sanford, FL, 32771 1. New construction or existing New (From Plans) 9. Wall Types Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R-1 1.0 1701.00 112 b. Concrete Block - Int Insul, Exterior R=4.1 1578.90 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 287.21 ft2 4. Number of Bedrooms 5 d. N/A R= ft2 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1794.00 ft2 6. Conditioned floor area (ft2) 3454 b. N/A R= ft2 7. Windows" Description Area c. N/A R= ft2 a. U-Factor: Dbl, U=0.55 298.44 ft2 11. Ducts a. Sup: Attic, Ret: Attic, AH: 2nd Floor R ft2 6 690.8 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 48.00 ft2 SHGC: SHGC-0.25 12. Cooling systems katu/hr Efficiency c. U-Factor: Dbl, U=0.54 36.78 ft2 a. Central Unit 55.0 SEERA5.00 SHGC: SHGC=0.25 d. U-Factor: N/A ft2 13. Heating systems kBtu/hr Efficiency SHGC: a. Electric Heat Pump 55.0 HSPF:9.00 Area Weighted Average Overhang Depth: 3.688 ft. Area Weighted Average SHGC: 0.227 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Floor Over Other Space R=0.0 1660.00 ft2 a. Electric EF: 0.9 b. Slab -On -Grade Edge Insulation R=0.0 1660.00 ft2 b. Conservation features c. other (see details) R= 134.00 ft2 None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Note: This is not a Building Energy Rating. If your Index is below 70, your home may quality for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupportC@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/29/2018 11:22 AM EnergyGauge® USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 074 Wellington A LHG Game Bth 4 - E Builder Name: One Stop Cooling and Heating Street: 3936 Night Heron Drive Permit Office: City of Sanford City, State, Zip: Sanford , FL , 32771 Permit Number: Owner: Park Square Homes Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall requirements The exterior thermal envelope contains a continuous air barrier. not be used as a sealing material. Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attics aces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within comers and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned space shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spa s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on Installation readily conforms to available space shall extend behind p'p4nn and wiring- Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids hA1wAAn fire sprinkler c P. and walls or ceilincir a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 1 /29/2018 11:22 AM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 wrightsoft• Project Summary Entiife House One Stop Cooling and Heating 7226 Sardsoove CL SUte 1, Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www0neStop0oo1irUmrn License: CAC032444 For: Park Square Homes 3936 Night Heron Drive, Sanford, FL 32771 Notes: Design Information Weather: Orlando Executive AP, FL, US Job: Lot 074 Wellington ALHG ... oats: 124 a-2014 By. MC/AT/BP Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 25 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 45 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 25588 Btuh Structure 28378 Btuh Ducts 7959 Btuh Ducts 14728 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 cfm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 33546 Btuh Use manufacturers data n Rate/swing multiplier 0.98 Infiltration Equipment sensible load 42071 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualitySemi -tight Fireplaces 0 Structure 3309 Btuh Ducts 3037 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) Area (1`12) 3506 3506 Equipment latent load 6346 Btuh blume (ft3) 32222 32222 Air charges/hour 0.25 0.13 Equipment Total Load (Sen+Lat) 48417 Btuh Equiv. AVF (cfm) 134 70 Req. total capacity at 0.75 SHR 4.7 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR6060H1 Cond 4TWR606OH1 AHRI ref 7563852 Coil TEM6AOD6OH51++TDR AHRI ref 7563852 Efficiency 9 HSPF Efficiency 12.5 EER,15 SEER Heating input Sensible cooling 41250 Btuh Heating output 55000 Btuh @ 47°F Latent cooling 13750 Btuh Temperature rise 27 OF Total cooling 55000 Btuh Actual air flow 1833 cfm Actual air flow 1833 cfm Air flow factor 0.055 ckn/Btuh Air flow factor 0.043 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.87 Capacity balance point = 32 OF Backup: Input = 7 kW, Output = 25223 Btuh,100 AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrlghtsoft- 20W,U-091022:14 Righ-SLimOLkiversal 2016 16.0.19 RSU16202 Page 1 empl aI074 WellirgtonA LHG Game 8th4 - E.np Cale - M18 Roma (aces: E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 074 Wellington A LHG Ga... Data: 12-18-2014 By. MC/AT/BP 7225 Sardsoove CI. Sole 1, Witter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopCoolirgmm Liceras: CAC032444 1 Room name Entire House FAMILY 2 EVosed well 356.7 a 135 fl 3 Room height 92 fl d SA It heatbool 4 5 Room dmerniorts Room area 35062 fF 1.0 x 294.0 fl 294.0 fF Ty Caoucdt nu U-%due BathML+) Or HTM Btuh" Area or perimeterter (11) Load Barh) orperimtperimeter (A) Load Bach) Heat Cod Gross MAS Heat Cod Cross NAS Heat Cool 6 yl 1213-09w 4A5.2ob 4B5.21b 0.097 0.550 0540 no ne ne 2. 46 1327 13. 71 2.83 22.67 2423 491 15 3 473 0 0 1164 209 41 1336 340 73 0 0 0 0 0 0 0 0 0 0 0 0 11 yr i l- f 13A.400s 4A5.2ob 4A5-20b 128.09w 4A5.2ob 4A5.20b 485.21b 0.143 0550 0550 0. 097 0550 0550 0. 540 no ne ne as so as se 3. 63 1397 1397 2. 46 1397 1327 13. 71 291 22. 67 22.67 2.83 1827 20. 63 16.62 536 16 16 360 6 15 4 503 0 0 327 6 8 6 1827 228 228 805 84 209 55 1465 371 371 go0 110 309 66 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 YN 4B5. 21b 13AAors 0540 0. 143 se se 13. 71 3.63 24.80 2.91 8 193 0 127 110 460 198 369 0 0 0 0 0 0 0 0 4A5- 20b 4AS-20b 4B5.21b 0550 0550 0540 se se as 1397 1397 13. 71 20.65 13.40 1322 16 16 9 8 33 19 228 228 128 337 219 123 0 0 0 0 0 0 0 0 0 0 0 0 1ql f4A5- 2ob IIDO 128- 09w 4B& 2b 13A- 20b 4A5. 2ob 4A5-2obd 485. 2110 0390 0.097 0550 0540 0550 05M 0580 0540se sw sw 9w sw sw sw sw 990 2. 46 1397 13.71 3. 97 13. 97 14.73 13. 71 1231 2.83 1837 16.62 2. 1 23. 17 MA224.80 24 491 6 8 432 32 48 4 24 477 6 12 380 0 96 0238 1174 84 110 1444 444 707 59295 1348 110 133 737 1737 692 1070 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 yl G yl L- C 128. OSN 4A5. 2ob ' 13A- 40cs 4A5. 20b 4A5- 2ob 4A5. 20b 12C- 09w 0. 097 0550 0.143 0550 0550 0550 0. 091 nw rtw rrw rtw rtw rtw 2. 46 1397 3.63 1397 1327 1327 231 2. 83 22. 67 2. 91 22. 67 22. 67 24AI 1.52 360 60 376 33 33 33 287 300 0 278 0 0 0 269 739 838 1009 456 456 456 621 849 1360 809 741 741 798 408 0 0 127 0 0 33 0 0 0 94 0 0 0 0 0 0 342 0 0 456 0 0 0 274 0 0 798 0 R D CIIDO 168. 30ad 0.390 0.032 n 9. 90 0111 12.31 1. 76 18 2002 18 2002 177 1627 220 3527 0 0 0 0 0 0 0 0 F 19A- Ubscp 0295 2.81 2.00 32 32 89 63 0 0 0 0 F 19C-19= 0. 049 0.43 031 306 306 132 93 0 0 0 0 F 22A-tpm 1. 180 2996 0.00 1665 168 5024 0 294 14 405 0 6 c) AED excursion 1346 278 Envelop lombain 21M 22120 12M 13W 12 a) kdhr aon 3735 1377 145 53 b) Room oertalaaort 0 0 0 0 13 Intemal gairm 000upart ca) 230 6 1380 0 0 Applianoesbtlter 35M 750 Subblai ( lines 610 13) 25588 28378 1348 2153 Less external load 0 0 0 0 Less transfer 0 0 0 0 14 Redstribtfian Subtotal 0 25588 0 28378 144 1491 108 2262 15 Ducl bads 31% 52% 7959 14728 31 52% 464 1174 Tobd toom bad Air required (dm) 1 33546 1 1833 43105 1833 1 1955 1 107 3436 146 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrtghtr9oft- 2018-Jt1-091022: 14 Right-StitaLkiverral20l8l8.0.ISRSUIS202 Pagel emptLo1074 WellitgtonA LHG Garte Bth 4 - E.np Calc - MJ8 House faces: E wrightsoft• Right-J® Worksheet Job: Lot 074 WeIIIngM ALHG Ga... Entire House Date: 1248-2014 By. MC/AT/BP One Stop Cooling and Heating 7225 Sardscove Cl. SUte 1. Winter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OneStopCoolirg corn Licerse: CAC032444 1 Room name LDRY FLEX 2 E*osed wall 6.0 8 312 ft 3 Room height SA tl heattool SA It heatd000l 4 5 Room dimensions Room area 1.0 x 652 11 65.8 IF 13.0 x 14.0 It 1820 fF Ty Construction U-value Or HTM Area (IF) Load Area (W) Load number 9njhl1F•`F) BWhIIF) or perimeter (A) eWh) or perimeter (11) 13tuh) Heat Cool Gross NAS Heat Cool Gross MP/S Heat Cool 6 yl C 128.096v 4A5.2ob 4f35.21b 0.097 OSM 0.540 ne no no 2.46 13.97 13.71 2.83 22.67 2423 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0L--C 11 VVyy G 13A-40C3 4A5.2ob OWne OS50 ne 3.63 13a7 2.91 22.67 56 0 56 0 205 0 164 0 122 0 122 0 444 0 356 0 I-C 4A5-2ob 1213.09N 0SW 0.097 ne se 13.97 2.46 22.67 2.83 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ob O.550 se 13.97 18.37 0 0 0 0 0 0 0 0 4A5.20b 415.21b 0.550 OS40 se se 13.97 13.71 20.63 16.62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 485.21b 13A•40cs OS40 0.143 se se 13.71 3S3 24.80 2.91 0 0 0 0 0 0 0 0 0 132 0 99 0 359 0 288 4A5.2ob OS50 se 13.97 20.65 0 0 0 0 16 4 228 337 4A5.2ob 0.5W se 1327 13.40 0 0 0 0 16 16 228 219 4135-21b 0.540 se 13.71 1322 0 0 0 0 0 0 0 0 11 DO 03M se 9.90 1231 0 0 0 0 0 0 0 0 Val 12&09w 0.097 9w 2.46 2.83 0 0 0 0 0 0 0 0 4A5.2013 O.650 9w 13.97 18.37 0 0 0 0 0 0 0 0 I--(; 485-21b 13A-40G4 4A5.2ob 0.540 0.143 0550 av 9w 9w 13.71 3.63 13.97 16.62 2.91 23.17 0 0 0 0 0 0 0 0 0 0 0 0 0 39 0 0 39 0 0 142 0 0 114 0 4A5.2obd 485.21b O580 0.540 Sw 9w 14.73 13.71 14A2 24.80 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl I--G 12&Osw 4A5-2ob 0.097 Ob50 rrw nw 2.46 1327 2.83 22.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A-400; 0.143 nw 3.63 2.91 0 0 0 0 0 0 0 0 4A5.2ob 0SW nw 13.97 22.67 0 0 0 0 0 0 0 0 4A5.2ob 0SW nw 1327 22.67 0 0 0 0 0 0 0 0 T-D12C-09w 4A5.20b 0.5W 0.091 nw 13.97 231 24.41 1.52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 DO 0.390 n 9.90 12.31 0 0 0 0 0 0 0 0 C 1613.30ad 0.032 Oat 1.76 0 0 0 0 63 63 51 111 F 19A•Obscp 0295 2.81 2.00 0 0 0 0 0 0 0 0 F 19C-19a= 0.049 0.43 031 0 0 0 0 0 0 0 0 F 22A-pm 1.180 29.96 0.00 66 6 180 0 182 31 934 0 6 c) AED excursion 23 40 Envelope loss/gain 385 141 2387 1385 12 a) Infiltration 64 24 334 123 b) Room ventilation 0 0 0 0 13 Internal gains OOaipents@ 230 0 0 0 0 Appliarma/other 500 150 Subtotal (lines 6 to 13) 449 665 2720 1658 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 144 108 444 335 14 Subtotal 592 773 3165 1993 15 Duct loads 31% 52Y- 184 401 31% 529% 984 1035 Total room bad 777 1174 4149 3028 Air required (dm) 42 50 1 1 227 129 Calculations approved by ACCA to meet all regurrements of Manual J 8th Ed. wrrlghtnoft- 2018-.k1.091022:14 A Right-Srite®Uriversal 2018 18.0.19 RSU16202 Page 2 empu.ot 074 W ellirgtonA LHG Game 8th 4 - E.r p Calc - Ml8 Horse laces: E wrightsoft• Right-J® Worksheet Job: Entire House late: One Stop Cooling and Heating By. 7225 Sardscove G. Sdie 1. Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629.9307 Web: wwwOneStopCoolirg.com Licerse: CAC032444 Lot 074 Wellington A LMG Ga... 12-18-2014 MC/AT/BP 1 Room name PAN BE02 2 E*09edwall 0 ft 37.0 ft 3 Room heighl 9A ft heat,bool 9A ft heatbod 4 5 Room dmerlsions Room area 5.0 x 45 ft 225 IF 1.0 x 218.3 ft 2183 tP Ty Corlstrutbon U-value Or HTM Area (fth load Area (tF) Load number BIUw-q BUh" or perimeter (ft) Bbih) or perimeter (ft) B6rh) Heat Cod Gross NAS Heat Cod Gross NAS Heat Cool 6 yl 12&Osw 0.097 ne 2.46 2.83 0 0 0 0 0 0 0 0 4A5.2ob 485.21b 0.550 0.540 ne ne 1327 13.71 22.67 2423 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0II--- 11 yl G 13A-4ors 4A5.2ob 0.143 0ASW ne ne 3.63 13.97 2.9 22.67 00 0 0 0 0 0 0 0 61 0 61 0 222 0 178 0 I-C 4A5.2ob 12B-09w 4A5.2ob 0.550 0.097 0.550 ne se se 1327 2.46 13.97 22.67 2.83 18.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ob 0.550 se 1327 20.63 0 0 0 0 0 0 0 0 4135.21b 0540 se 13.71 16.62 0 0 0 0 0 0 0 0 4135.2110 13A•40rs 0540 0.143 as se 13.71 3.63 24.80 2.91 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ob 0.550 se 1327 20.65 0 0 0 0 0 0 0 0 4A5-2ob 485.21b 0.550 0.540 se se 13.97 13.71 13.40 1322 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Val IIDO 12B- Osw 4115. 2ob 0390 0. 097 0550 se 96v sw 9. 90 2. 46 13. 97 12. 31 2. 83 18. 37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C' 485. 21b 0540 sw 13.71 16.62 0 0 0 0 0 0 0 0 13A• 400S 4A5. 2ob 0. 143 0550 sw sw 3. 63 13. 97 2. 91 23. 17 0 0 0 0 0 0 0 0 160 0 160 0 580 0 465 0 4A5. 2obd 485. 21b 0. 580 0540 sw sw 14. 73 13. 71 14. 42 24. 80 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t12& 09w l" 4A5.2ob 0. 097 0. 550 nw nw 2. 46 13. 97 2. 83 22. 67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 13A• 40rs 0.143 nw 3.63 2.91 0 0 0 0 127 94 342 274 4A5. 20b 4A5. 20b 0550 0550 nw r1w 13. 97 13. 97 22. 67 22. 67 0 0 0 0 0 0 0 0 0 33 0 0 0 456 0 741 R 4A5. 2ob 12C- 09w 0550 0. 091 nw 13.97 231 24AI 152 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11DO 0.390 n 9.90 1231 0 0 0 0 0 0 0 0 OC 1613-30ad 0.032 0b1 1.76 0 0 0 0 7 7 5 11 F 19A-0bsM 0295 2b1 2.00 0 0 0 0 0 0 0 0 F 19C-19c= 0.049 0.43 031 0 0 0 0 0 0 0 0 F 22A.tpm 1.180 29.96 0.00 23 0 0 0 218 37 1109 0 6 c) AED excursion 01 200 Envelope loss/gain 0 0 2715 1870 12 a) Infiltration 0 0 396 146 b) Room ventilation 0 0 0 0 13 Internal gains: Oocupantss@ 230 0 0 1 230 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 10 0 3111 2246 Less external bad 0 0 0 0 Less brander 0 0 0 0 Redistribution 287 216 0 0 14 Subbtal 287 216 3111 2246 15 Dud 1 31% 52% 89 112 31 1166 Total room bad 1 376 329 4079 3411 Air required (dm) 1 21 14 1 223 145 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. DI t cwt- 2018-.h1.09 1022:14 A rMRight-SdteDLkiversal 2018 18.0.19 RSU16202 Page 3 emplot 074 WellirglonA LHG Game BIh4 - E.np Calc = MM Hoiae laoes: E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Jab: Lot 074 Wellington A LHG Ga... Date: 12-18-2014 By- MC/AT/BP 7225 Sardsoove 0. Suite 1, Winter Park FL 32792 Phone: (407) 629.6920 Fax: (407) 629 - 9307 Web: wwwOreStopCooling com Uosrse: CA0032444 1 Room name STH2 STR1 2 Elposed well 55 It 0 h 3 Room height 9.4 if heattocl 9A tl heatbod 4 5 Room dimensions Room area 55 x 9.0 8 495 IF 8.0 x 95 ft 76.0 IN Ty Construction number U-value Ehjw+) Or HTM Bnrft" Area QF) or perimeter (11) Load Btuh) Area (10) or perimeter (8) Load Bwh) Heat Cool Gross NAS Heat Cool Gross N/P/S Heat Cod 6 V I 12&09w 4A5.2ob 485-21b 0.097 0.550 0.540 no ne ne 2.46 1327 13.71 2.83 22.67 2423 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 yl i---( 13A-40rs 4A5.2ob 0.143 0550 ne ne 3.63 1397 2.91 22.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ob 128.05w 4A5.20b O.&W 0.097 0550 no se se 1397 2.46 1397 22.67 2.83 1837 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.20b 485-2fb 0.550 0.540 se se 1327 13.71 20.63 16.62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VN 4B5.2fb 13A-40cs 4A5.2ob 0.540 0.143 0-w se se se 13.71 3B3 1327 24,80 2.91 20.65 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ob 4135.2105 0550 0.540 se se 1327 13.71 13.40 1322 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Val i---( IIDO 12B- 09w 4A5. 20b 03W 0. 097 0. 550 se 9w sw 990 2. 46 1327 12. 31 2. 83 1837 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4B5. 2Ib 4A5. 2ob 0540 0. 143 0550 sw sw Sw 13. 71 3. 63 1327 16. 62 2. 91 23. 17 0 52 0 0 47 0 0 172 0 0 138 0 0 0 0 0 0 0 0 0 0 0 0 0 TE13A- 40ns 4A5. 2obd 485. 2115 0580 0540 sin sw 14. 73 13. 71 14. 42 24, 80 0 4 0 0 0 59 0 107 0 0 0 0 0 0 0 0 V I 128.0sw 4A5. 20b 13A- 40rs 0. 097 OSM 0. 143 w nw nw 2. 46 1327 3. 63 2. 83 22. 67 2. 91 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L- G 4A5- 2ob 4A5. 20b 0550 0550 nw tw 1397 1397 22. 67 22. 67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5. 20b 12C- 09w 0550 0. 091 nw 1327 231 24AI 152 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 aI-- o 1100 02M n 990 1231 0 0 0 0 0 0 0 0 C 168-30ad 0.032 OBI 1.76 0 0 0 0 0 0 0 0 F Ma3stp 0295 2.81 2.00 0 0 0 0 0 0 0 0 F 19C-19= 0.049 0.43 031 0 0 0 0 0 0 0 0 F 22A-Ipm 1.180 2996 0.00 50 6 165 0 76 0 0 0 6 c) AED exorrsion 27 0 Emelape loss/gain 396 272 0 0 12 a) b9tr9on 59 22 0 0 b) Room %entitation 0 0 0 0 13 Intemalgainx QOarpants@ 230 0 0 0 0 Applianoes4other 0 0 Subtotal ( lines 6 to 13) 455 294 0 0 Lessextemal bad 0 0 0 0 Lesstransler 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 455 294 0 0 15 Duct loads 31% 52% 142 152 31% 52% 0 0 Total room bad 597 446 0 0 Airrequ' tred(dm) 33 19 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. vit- wrlghtnoft- 2018-.W-091022:14 Rigtt- Sule®Uriversal201818.0.19RSU16202 Page emplot074WeltirgtonALHGGame 8th4-Enp Calc-Ml8 Housetaces:E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 074 Wellington A LHG Ga... Data: 12-18-2014 By. MC/AT/BP 7225 Sardsoove 0. Suite 1, Winter Park FL 32792 Phone: (407) 629.6920 Fax: (407) 629.9307 Web: www.0neStopCoolirg.com License: CACD32444 1 Room name BED4 GAME 2 EVosedwell 28.0 0 145 A 3 Room height 9.0 If heatbool 9.0 6 heatbool 4 5 Room dimensions Room area 15.0 x 13.0 fl 195.0 V 1.0 x 2803 N 2803 fF Ty CorMucion U•value Or HTM Area (fF) Load Area ((F) Load number BU VTt-n BILIK ) or perimeter (11) BGih) or perimeter (Iq Bdh) Heat Cool Gross N/P/5 Heat Cool Gross Nfpa Heat Cool 6 yl 129.09w 0.097 ne 2.46 2.83 135 135 333 382 0 0 0 0 4A5.2ob 0550 ne 1397 22.67 0 0 0 0 0 0 0 0 G 485.21b 0.540 ne 13.71 2423 0 0 0 0 0 0 0 0 13A-4008 0.143 ne 3.63 291 0 0 0 0 0 0 0 0 11 4A5-2ob 0550 ne 1327 22.67 0 0 0 0 0 0 0 0 4A5.2ob 128.09w 0550 0.097 no se 1397 2.46 22.67 2.83 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ob 0-w se 1397 1837 0 0 0 0 0 0 0 0 4A5-2ob 485.211c 0550 0.640 se se 1397 13.71 20.63 16.62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 485.2Ib 0540 se 13.71 24.80 0 0 0 0 0 0 0 0 13A•40t8 0.143 se 3.63 291 0 0 0 0 0 0 0 0 4A5.2ob 0550 se 1397 20.65 0 0 0 0 0 0 0 0 4A5.2ob 485.211b 0550 0540 se se 1397 13.71 13.40 1322 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 DO 0390 se 990 1231 0 0 0 0 0 0 0 0 Val f 129.096v 0.097 sw 2A6 2.83 0 0 0 0 0 0 0 0 4A5.2ob 0550 aw 1397 1827 0 0 0 0 0 0 0 0 1-( 485.21b 0540 sw 13.71 16.62 0 0 0 0 0 0 0 0 13A-40rs 4A5.2ob 0.143 0-w sw sN 3.63 1397 291 23.17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2Dbd 486.211b 0580 0540 sw 9N 14.73 13.71 14A2 24.80 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl 128.09N 0.097 nw 2.46 2.63 117 102 251 289 131 101 248 284 4A5.2ob 0.550 nw 1397 22.67 15 0 209 340 30 0 419 680 13A-40r3 0.143 nw 3.63 221 0 0 0 0 0 0 0 0 4A5.20b 0.&% nw 1397 22.67 0 0 0 0 0 0 0 0 4A5.2ob O-W rtw 1397 22.67 0 0 0 0 0 0 0 0 4A5.2ob 0550 rtw 1397 24AI 0 0 0 0 0 0 0 0 q 12C-096v 0.091 231 152 0 0 0 0 0 0 0 0 D 11 DO 0390 n 9.90 1231 0 0 0 0 0 0 0 0 C 1613-Mad 0.032 091 1.76 195 195 158 344 280 280 228 494 F 19A-Obsop 0295 291 2.00 0 0 0 0 0 0 0 0 F 19C-19axP 0.049 OA3 031 0 0 0 0 0 0 0 0 F 22A-Iprn 1.180 2996 0.00 0 0 0 0 0 0 0 0 6 c) AED exauson 801 192 Envelope bsslgain 952 1434 894 1650 12 a) Nitration 287 106 149 55 b) Room verroladon 0 0 0 0 13 Internal gains: Ooarpants @ 230 1 230 0 0 Appliancesbther 0 900 Subbtal (lines 6lo 13) 1239 1770 1043 26M Lessexlemal bad 0 0 0 0 Lesstrarlster 0 0 0 0 Redistribution 12 25 48 101 14 Subtotal 1251 1794 1091 2706 15 Duct loads 31% 521/6 389 931 31% 52%1 339 1405 Total room bad 1640 2726 1431 4111751 Air required (dm) 90 116 78 17 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. V}r• wrrI0t %vw mvt- 2018-.U-09 1022:14 e """" Right-SUteOUniversal 201818.0.19 RSU16202 Page 5 empV.ot 074 W ellirgtonA LHG Game 8th4 - E.np Calc - M18 Horse faces: E r- wrightsoftr Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 074 Wellington A LHG Ga... Date: 12-18-2014 By. MC/AT/BP 7225 Sardsoove Cl. Sine 1, Wirter Park R. 32792 Phore: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: w+vwOreStopCoolirgmm Ucerse: CAC032444 1 Room name BEDS WIC-4 2 6posed wall 33S ft 5S a 3 Room height 9.0 ft heat/000l 9.0 ft heaVbool 4 5 Room dimensions Room area 1.0 x 197S ft 197S IF 5S x 6S 6 35A IF Ty Construction number U•%dlue BU1 +l Or HTM BtijhgM Area (W) or perimelar (fl) Load BUih) Area (IF) or perimeter (A) Load Bn1h) Heat Cool Gross NAS Heat Cool Gross NAS Heat Cool 6 126-096v 4A5.2ob 465.21b 0.097 OSW O.540 ne no no 2.46 1327 13.71 2,83 22.67 2423 63 0 0 63 0 0 155 0 0 178 0 0 50 0 0 50 0 0 122 0 0 140 0 0 11 Vy LG 13A-400s 4A5.2ob 0.143 OSM ne no 3.63 1327 2.91 22.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 lam; 4A5.20b 128.09w 4A5.2ob O.&W 0.097 OS50 ne se as 13.97 2.46 1327 22.67 2,83 1827 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ob 485.211b OS50 OS40 se so 1397 13.71 20.63 16.62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 485.21b 13A-40cs 4A5.2ob OS40 0.143 ON se so se 13.71 3.63 1397 24,80 2.91 20.65 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ob 485.2b 0sw OS40 se as 1327 13.71 13.40 1322 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl I--G IIDO 128- 096v 4A5. 2ob 0390 0. 097 0sw se aw sw 9. 90 2. 46 1397 1221 2. 83 1837 0 126 0 0 126 0 0 310 0 0 356 0 0 0 0 0 0 0 0 0 0 0 0 0 G 485-2113 13A- flocs 4A5. 2ob O. 540 0. 143 OSW 9N aN sw 13. 71 3. 63 13. 97 16. 62 2. 91 23. 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G4A5. 2obd 485. 21b OS80 O. 540 sN sw 14. 73 13. 71 AA2 24. 80 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy L G 12& 0 N 4A5. 20b 13A- 400s 0. 097 O.& W 0. 143 nw nw rtw 2. 46 1397 3. 63 2, 83 22. 67 221 113 15 0 98 0 0 240 209 0 276 340 0 0 0 0 0 0 0 0 0 0 0 0 0 yyylll4A5. 2ob 4A5- 20b OS50 O550 rrw rtw 1327 1397 22. 67 22. 67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R 4A5. 2ob 12C- 09w OS50 0. 091 r1w 1397 231 24AI 1 S2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 DO MM n 9.90 12.31 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 OBI 1.76 198 198 160 348 36 36 29 63 F 19A•Obscp 0295 221 2.00 6 6 18 12 0 0 0 0 F 19C-19cycp 0.049 0.43 021 0 0 0 0 0 0 0 0 F 22A-Ipm 1.180 2996 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 74 8 Envelope loss/gain 1093 1585 151 195 12 a) Infiltration 344 127 56 21 b) Room veMladon 0 0 0 0 13 Internal or& O=pam@ 230 1 230 0 0 ApplianoesbUter 0 0 subtotal ( lines 6 Io 13) 1437 1941 207 216 Less external load 0 0 0 0 Lea transfer 0 0 0 0 Redistribution 0 0 76 91 14 Subtotal 1437 1941 284 307 15 Duct loads 31 447 1008 31 88 159 Total room bad 1884 2949 372 466 Air required (clm) 1 1 103 125 20 20 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrlghteofC- 2018-Ad-091022:14 A& k Rigtt- Sute®Uriversal201818.0.19RSU16202 Page emplal074 WellirgtonA LHG Game Bth4 - E.rtp Calc. MI8 Muse faces: E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 074 Wellington A LHG Ga... Date: 12-18-2014 By. MC/AT/BP 7225 Sardsoove CI. Sclle 1, Wirter Park FL 32792 Plore: (407) 629.6920 Fax: (407) 629.9307 Web: wwwOreStopCoolirg mm Ucense: CA0032444 1 Room name LW 2 EMosed well 0 It 35 ft 3 Room heigto 9.0 a heaUmol 9.0 ft Ileat/0ool 4 5 Room dmensions Room area 5.0 x 65 ft 325 V 35 x 65 ft 22B fF Ty num Area, Load berr BAjhAP-°F] MIu1P) orperimeetter (ft) 8 h) orperimeetter (ft) Btuh) Heat Cool Gross NAS Heat Cool Gross NAS Heat Cool 6 Vjl f- G 128. 09N 4A5. 2ob 485. 21b 0. 097 0550 0540 ne ne ne 2A6 1397 13. 71 2. 83 22. 67 2423 0 0 0 0 0 0 0 0 0 0 0 0 32 0 0 32 0 0 78 0 0 89 0 0 fa11 Vy1ll I- G 1- C 13AAocs 4A5. 20b 0. 143 OSMne ne 3. 63 1397 2. 91 22. 67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5. 20b 12B- 09w 0550 0. 097 ne se 1397 2. 46 22. 67 2, 83 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5. 2ob OSM se 1397 1837 0 0 0 0 0 0 0 0 4A5. 20b 485. 21b 0. 550 0540 se se 1327 13. 71 20. 63 16. 62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 485. 21b 13A- 400S 4A5. 2ob 0540 0. 143 0550 se se se 13. 71 3. 63 1397 24, 80 2. 91 20. 65 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05. 20b OSM se 1397 13.40 0 0 0 0 0 0 0 0 4B5. 21b 0.540 se 13.71 1322 0 0 0 0 0 0 0 0 IIDO 03M se 990 12.31 0 0 0 0 0 0 0 0 yl f- C 1284bN 4A5. 20b 0.097 0550 sw sw 2. 46 1397 2. 83 18.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I--( 4B5- 21b 13AAocs 4A5. 2ob 0540 0. 143 0550 sw s> ry sw 13. 71 3.63 1397 16. 62 2.91 23.17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5. 2obd 485-21b 0.580 0540 9N 9w 14. 73 13.71 14.42 24.80 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl G 12B- 09N 4A5-2ob 13A•4ocs 0.097 0550 0. 143 nw nw nw 2- 46 13.97 3.63 2.83 22.67 291 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5. 2ob 4A5.20b 0550 0550 nw nw 1397 1397 22. 67 2267 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R 4A5. 20b 12C-09w 0550 0. 091 nw 13. 97 231 24. 41 1.52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 11DO 0" n 990 1231 0 0 0 0 0 0 0 0 C 168- 30ad 0.032 0111 1.76 33 33 26 57 23 23 18 40 F 19A- Oheoa 0295 2,81 2.00 0 0 0 0 0 0 0 0 F 19c- 19cscp 0.049 0.43 031 0 0 0 0 0 0 0 0 F 22A• Ipm 1.180 2996 0.00 0 0 0 0 0 0 0 0 6 c) AED exauson 2 5 Envelope loss/ gain 26 55 96 124 12 a) Infiltration 0 0 36 13 b) Room ventilatbn 0 0 0 0 13 Internal gains: Omupanls@ 230 0 0 0 0 Appliancesbther 0 0 Subbral(lines 61013) 26 55 132 138 Lessextemalload 0 0 0 0 Lesstrarder 0 0 0 0 Red'is3ibufim 26 55 132 138 14 Subtotal 0 0 0 0 15 Duct bads 1 31% 529re 0 0 31% 52%1 01 0 Total room bad 0 0 0 0 Air required ( dm) 0 0 0 0 Calculations approved bVACCA to meet all requirements of Manual J 8th Ed. ort• wrIghtmott- 2018-,A1.0910:22:14 Rigtt-SJIe® Uriversa12018 18.0.19 RSUI6202 Pape 7 emP'Lo1074 WellirglonA LHG Game BIh4 - E np Calc a MA HoLse laces: E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 074 Wellington A LHG Ga... Date: 12-18-2014 By. MC/AT/BP 7225 Sardscove Q. SJte 1, Winer Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneStopGoolirg.com Licence: CAC032444 1 Room name TO13 BTH3 2 E1glosed well 6.0 N 0 h 3 Room heigN 9.0 It heatt W 9.0 It heaftd 4 5 Room dimensions Room area 1.0 x 45A 8 45A tF 6.0 x 6.0 N 36.0 (F Ty Ungrudian number U-value BGuhN In Or HTM Area (() or perimeter (11) Load 8wh) Area (tF) or perimeter (11) Load BWh) Heat Coal Gross W/P/S Heat Cod Gross N/PuS Heat Cool 6 128-09w 4A5.2ob 485.211b 0.097 0.5M 0.540 na no ne 2.46 13.97 13.71 2,83 22.67 2423 54 0 3 51 0 0 126 0 41 144 0 73 0 0 0 0 0 0 0 0 0 0 0 0 11 yl I---C 13A-4ofs 4A5.2ob 0.143 0.550 ne ne 3.63 1327 2.91 22.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 lL; 4A5.20b 128.09w 4A5.20b 0.5W 0.097 0.550 ne se se 13.97 2.46 1327 22.67 2.83 18.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 4A5.2ob 485.21b 0550 0.540 as as 1327 13.71 20.63 16.62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 485.210 13A-4ors 4A5.2ob OS40 0.143 0.550 se se se 13.71 3.63 1327 24,80 2.91 20.65 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4AS-20b 485-21b 0.550 O.540 se se 13.97 13.71 13.40 1322 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V I 11 DO 128-0ew 4A5.2ob 0.390 0.097 O550 sa 9r sw 9.90 2.46 1327 12.31 2M 1837 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 lam; 485.21b 13A-40C3 4A5.2ob O.540 0.143 0.550 sw sw sw 13.71 3.63 1327 16.62 2.91 23.17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2obd 4135.211) 0.580 0.540 sw sw 14.73 13.71 14.42 24.80 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl L--G 1213.09N 4A5.2ob 13A-40cs 4A5.2ob 4A5.20b 4A5.20b 12C-09w 0.097 0.550 0.143 0.550 0.5W 0.&% 0.091 aw W r1w nw rrw nw 2.46 1327 3.63 1327 1327 1327 231 2,83 22.67 2.91 22.67 22.67 24.41 1.52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0 0 0q D C 1100 168.30ad 0" 0.032 n 9.90 0BI 1231 1.76 0 46 0 46 0 37 0 81 0 36 0 36 0 29 0 63 F 19A-Obscp 0295 2AI 2.00 0 0 0 0 0 0 0 0 F I9C-19= 0.049 0.43 031 0 0 0 0 0 0 0 0 F 22A-pm 1.180 2926 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 11 2 Erwelopelossbain 204 287 29 61 12 a) Infiltration 62 23 0 0 b) Room vemLmon 0 0 0 0 13 Internal gains: Omupants@ 230 0 0 0 1 0 Applian0esbther 0 0 Subtotal (lines 6b 13) 265 309 29 61 Less external load 0 0 0 0 Lesstransler 0 0 0 0 Redistribution 67 71 33 69 14 Subtotal 333 381 62 130 15 Dud loads 1 31% 52% 103 198 31% 52% 19 68 Tote) room load I 436 578 1 82 198 Air required (dm) 1 1 24 25 4 8 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f wrlg_ht8oft' 2018-.A1•091022:14 cA -""'•" ""'-"""' Riga-SuteSUriversal2018 18.0.19 RSUIS202 Page 8 emp11.o1074 WellirgtonA LHG Game BIh4 - E.rnp Calc - M18 Horse faces: E wrightsof , Right-J® Worksheet Job: Entire House Date: One Stop Cooling and Heating ey: 7225 Sardsoove CI. SJte 1. Wirter Park A.32792 Kona: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.OreStopCoolirgmm Lloaruse: CA0032444 Lot 074 Wellington ALHG Ga... 12a8-2014 MC/AT/BP 1 Room name WU BED3 2 EVosed wall 12.0 ft 21.0 It 3 Room height 9.0 ft heatbool 9.0 ft haatRtool 4 5 Room dmerWons Room area 5.0 x 7.0 It 35.0 IF 13.0 x 13.0 ft 169.0 IF Ty Const udon U-value or HTM Area (IF) Load Area (IF) Load number BtuhA n I or perimeter (ft) Bvh) or perimeter (ft) BGfi) Heat Cool Grass NAS Heat Cool Crass NAS Heat Caul 6 12B-096v 0.097 ne 2A6 2.83 45 45 111 127 72 57 140 161 4A5 tab 486.21b 0.550 0.540 ne no 13S7 13.71 22.67 2423 0 0 0 0 0 0 0 0 15 0 0 0 209 0 340 0 Val 13A.40os 0.143 ne 3.63 2SI 0 0 0 0 0 0 0 0 11 C 4A5.2ob 0.550 ne 13a7 22.67 0 0 0 0 0 0 0 0 I---(` 4A5.2ob 0.550 ne 13.97 22.67 0 0 0 0 0 0 0 0 1213-09v 0.097 se 2.46 2.83 63 57 140 161 117 113 278 320 4A5.20b 0.550 se 13a7 1827 6 3 84 110 0 0 0 0 4A5.2ob 486.21b 0.550 0-w se se 1327 13.71 20.63 16.62 0 0 0 0 0 0 0 0 0 4 0 3 0 55 0 66 4B6.21b 0.540 se 13.71 24.80 0 0 0 0 0 0 0 0 13A•40M 0.143 se 3.63 2.91 0 0 0 0 0 0 0 0 4A5.2ob 0.550 se 13a7 20.65 0 0 0 0 0 0 0 0 4A5.20b 0.550 se 1327 13.40 0 0 0 0 0 0 0 0 485.211b 0,540 se 13.71 1322 0 0 0 0 0 0 0 0 IIDO 0390 se 9.90 12.31 0 0 0 0 0 0 0 0 yl I--(` 128. Osw 0.097 Sw 2.46 283 0 0 0 0 0 0 0 0 4AS- 2ob 0.550 Sw 13a7 18.37 0 0 0 0 0 0 0 0 486. 211b 0540 Sw 13.71 16.62 0 0 0 0 0 0 0 0 13A- 40rs 0 Sw 3 2.91 0 0 0 0 0 0 0 0 4A5. 20b 0.5550M SIN 13a7 23.17 0 0 0 0 0 0 0 0 4A5. 2obd 486- 21b 0580 0. 540 sw sw 14. 73 13. 71 14A2 24. 80 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl 128.09w 0.097 nw 2.46 2.83 0 0 0 0 0 0 0 0 C 4A5.20b 0.550 nw 13a7 22.67 0 0 0 0 0 0 0 0 13A• 4ors 0.143 rtw 3.63 2.91 0 0 0 0 0 0 0 0 4A5- 2ob 0.550 nw 1327 22.67 0 0 0 0 0 0 0 0 4A5. 2ob 05W nw 1327 22.67 0 0 0 0 0 0 0 0 R 4A5. 20b 12C- 09w 0550 0. 091 rtw 13a7 231 24AI 1. 52 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D IIDO 02M n 9.90 1231 0 0 0 0 0 0 0 0 C 168. 30ad 0.032 OBI 1.76 35 35 28 62 169 169 137 298 F 19A- 03" 0295 2AI 2.00 0 0 0 0 22 22 61 43 F 19C- 19= 0.049 0.43 021 0 0 0 0 0 0 0 0 F 22A- tpm 1.180 29.96 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 10 52 EnWMe loss/ gain 363 471 881 1176 12 a) Infiltration 123 45 215 79 b) Room vendlation 0 0 0 0 13 Internal gains oaxwts@ 230 0 0 1 230 Ap &ces/ other 0 0 Subtotal (lines 6 to 13) 487 516 1096 1485 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 18 37 14 Surfed 487 516 1114 1522 15 Dudloads 3196 52Yo 151 268 3t% 52Y- 346 790 Total room bad 638 784 1 1460 2312 Air required ( rim) 35 33 80 98 Caleulafions approved byACCA to meet all requirements of Manual J 8th Ed. f}t- wrlgtitaoft- 2018-JJ-091022:14 Rigtt-SJteOLhtversal 2018 18.0.19 RSU16202 Page 9 empl at 074 W ellirglonA LHO Game BIh 4 - E r p Catc - MA House Paces: E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 074 Wellington ALHG Ga... Date: 12-18-2014 By. MC/AT/BP 7225 Sardsoove Q. SL1te 1. Witter Parr FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629.9307 Web: wwK0neStopCooGrg oom License: CA0032444 t Room name WED h"IC 2 Ewell 44.0 1f 0 fl 3 Room height 9.0 f1 heatbool 9.0 h heattool 4 5 Room dimensions Room area 1. 0 x 325.3 tl 3253 IF ID x 963 tl 963 IF Ty Constrltmon U•value Or HTM Area (II) Load Area (IF) Load number t3tuhA1'r n BUINAM or perimeter (a) BWh) or perimeter (a) Bluh) Heat Cool Gross NAS Heat Cod Gross LAPIS Heat Cod 6 Val 128-09w 0.097 ne 2.46 2.83 41 41 100 115 0 0 0 0 4A5. 2ob 4135• 2fb O550 O. 540 no no 13. 97 13. 71 22. 67 2423 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 VV II L:t 13A- 40cs 4A5. 2ob 0. 50 143 OS ne ne 3. 63 1327 221 22. 67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I- C 4A5-20b OS50 ne 13.97 22.67 0 0 0 0 0 0 0 0 1213- 09w 4A5. 2ob 0. 097 O550 se se 2. 46 1327 2. 83 1837 180 0 157 0 387 0 444 0 0 0 0 0 0 0 0 0 4A5. 2ob O550 se 1327 20.63 15 4 209 309 0 0 0 0 4135. 211b O540 se 13.71 16.62 0 0 0 0 0 0 0 0 485. 21b A- 4ocs OS40 0. 143 se se 13. 71 3. 63 24. 80 2. 91 8 0 0 0 110 0 198 0 O 0 0 0 0 0 0 0 4A5. 2ob O550 se 1327 20.65 0 0 0 0 0 0 0 0 4A5- 20b 0.550 se 1327 13.40 0 0 0 0 0 0 0 0 485. 21b 0.540 se 13.71 1322 0 0 0 0 0 0 0 0 11 DO 0390 se 990 12.31 0 0 0 0 0 0 0 0 yyll G 128. 09w 4A5. 2ob 0. 097 OS50 sv sv 2. 46 1327 2. 83 1827 176 0 176 0 432 0 496 0 0 O 0 0 0 0 0 0 L 485.21b OS40 au 13.71 16.62 0 0 0 0 0 0 0 0 13A• 4acs 4A5- lob 0. 143 OS50 9w sw 3. 63 13. 97 2. 91 23. 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 G4A5. 2obd 485. 21b O580 0. 540 sw 9w 14. 73 13. 71 14. 42 24. 80 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12B- 09w 0.097 rtw 2.46 2.83 0 0 0 0 0 0 0 0 4A5. 2ob OS50 rtw 1327 22.67 0 0 0 0 0 0 O 0 13AAors 0.143 rtw 3.63 2.91 0 0 0 0 0 0 0 0 4A5. 2ob OS50 rtw 13.97 22.67 0 0 0 0 0 0 0 0 4A5. 20b OS50 riw 1327 22.67 0 0 0 0 0 0 0 0 4A5. 2ob OS50 r1w 1397 24AI 0 0 0 0 0 0 0 0 q 12C-09w 0.091 231 1.52 0 0 0 0 0 0 0 0 D 1100 0.390 n 9.90 1231 0 0 0 0 0 0 0 0 C 16B-3Dad 0.032 091 1.76 325 325 264 573 96 96 78 170 F 19A-Obscp 0295 2.81 2.00 4 4 11 8 0 0 0 0 F 19C-19ts<p 0.049 0.43 031 290 290 125 89 16 16 7 5 F MAIM 1.180 29.96 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 99 6 Emelope loss/gain 1638 2331 85 168 12 a) Infilvalion 451 166 0 O b) Room ven lilabon 0 0 0 0 13 Intemalgains: O=pants@ 230 2 460 0 0 Appliarloe<., blher 0 0 Subbtal( linas6b13) 2090 2958 85 168 L. essexlemal bad 0 0 0 0 L. essiransfer 0 0 0 0 Redislrtb udont 15 31 32 68 14 Subtotal 2105 2989 117 236 15 Dud loads 31% 52% 655 1551 31% 52'/e 37 123 Total room bad 27S 45Q 154 359 Air required (dm) I 1 151 193 8 15 CalCulabons approved byACCA to meet all requirements of Manual J 8th Ed. wrx0":! on - 2018-.h1-091022:14 c"'-""^ Wptt-Sute®Uriversa1201a 18.0.19 RSUt8202 Pape 10 emplot 074 W ellirgtonA LHG Game 81h 4 - E rLp Calc - Mla Ho se faces: E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 074 Wellington ALHG Ga... Date: 1248-2014 By. MC/AT/BP 7225 Sardsoove Q. Sate 1. Winer Park FL 32792 Ptore: (407) 629.6920 Fax: (407) 629 - 9307 Web: www.0reStopCoolirg.com Uoerse: CA0032444 1 Room dame MTOI M3TH 2 Evposed well 0 ft 130 ft 3 Room height 9.0 ft heattlool 9A ft heaftol 4 5 Room dimensions Room area 65 x 3A ft 195 IF 1.0 x 1028 ft 102.8 IF Ty Canshdon number U-value BUW*F) Or HTM Btidl" Area (fF) or perimeter (ft) Load Blrh) Area (W) or perimeter M Load Btuh) Heat Cod Gross NrP/S Heat Cool Grass NAS Heat Cool 6 Val C 12&09wMob 485.2lb 0.097 05W 0.540 no no ne 2.46 1397 13.71 2.83 2267 2423 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 yl 1' 13A•4ors 4A5.2ob 0.143 OSM no ne 3.63 1327 2.91 22.67 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 4A5.2ob 1213&Osw 4A5.20b 0550 0.097 0550 ne se se 1327 2.46 1327 22.67 2.83 18.37 0 0 0 0 0' 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.20b 485.2fa 0550 0540 so Se 1327 13.71 20.63 16.62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4135.21b 13A•4ocs 4A5.2ob 0540 0.143 0550 as se se 13.71 3.63 13.97 24BO 2.91 20.65 0 0 O 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.20b 4135.211b 0550 0.540 se se 1327 13.71 13.40 1322 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Val 11130 128-09w 4A5.20b 03M 0.097 0550 se aw sw 9.90 2.46 1397 12.31 2.83 1837 0 0 0 0 0 0 0 0 0 0 0 0 0 117 0 0 109 0 0 268 0 0 308 0 Vjl G 485.21b 13A-4ocs 4A5.2ob 0540 0.143 05W sw sw sw 13.71 3.63 1397 16.62 2.91 23.17 0 0 0 0 0 0 0 0 0 0 0 0 8 0 0 6 0 0 110 0 0 133 0 0 4A5.2obd 4B5.21b 0.580 0540 sw sw 14.73 13.71 MA2 24.80 0 0 0 0 0 0 0 0 0 0. 0 0 0 0 0 0 yI i--G 128.Osw 4A5.20b 0.097 05W 0.143 nw nw r1w 2.46 1397 3.63 2.83 22.67 2.91 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VL 13A-400s 4A5.20b 4A5.2ob 0550 0550 r1w nw 1397 13.97 22.67 2267 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 q 4A5.2ob 12C-Os6v 0550 0.091 my 1327 231 24AI 152 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I--D 11 DO 03M n 990 1231 0 0 0 0 0 0 0 0 C 168.30ad 0.032 OBI 1.76 20 20 16 34 103 103 83 181 F 19A•Obscp 0295 2.81 2.00 0 0 0 0 0 0 0 0 F 19C-19aw 0.049 0.43 031 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 2996 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 1 11 63 Envelope loss/gain 16 33 462 685 12 a) Infiltration b) Room ventilation 0 0 0 0 133 0 49 0 13 Intemalgains: Ooarpans@ 230 0 0 0 0 Appliancesbther 0 0 SubtDtal(lines 6b13) 1 16 33 595 735 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 11 23 0 0 14 Subtotal 27 56 so 735 15 Duct loads 31% 521/a 8 29 31% 52% 185 381 Total room bad 35 86 780 1116 Air required ((*m) 1 1 2 4 43 47 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. mid- wrr•Ightmolre- 2018-.M-091022:14 A & Righ-Sure Llriversal201818.0.19RSU16202 Page 11 emp1Lol074 WelltrgtonA LHG Game Bth4 . E.np Calc a M18 Horse laces: E wrightsoft- Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 074 Wellington ALHG Ga... Data: 1248-2014 By. MC/AT/BP 7225 Sardasoove Cl. Sute 1. Winter Paris, FL 32792 Phone: (407) 629.6920 Fax: (407) 629 - 9307 Web: wwwOnaStopCoolirgmm Ucense: CAC032444 1 Room name HALL2 Krr 2 Exposed well 0 fl 515 It 3 Room height 9.0 d heatbool SA n heathnol 4 5 Room tJimenSiorus Room area 1.0 x 119A d 119.8 IF 1.0 x 404.8 N 404.8 W Ty Construmon number U-value 9brhRP n Or HTM Bluh4n Area (W) or perimeter (11) Load Eftih) Area ((F) or perimeter (11) Load BWh) Cool Gross NAS Heat Cool Grass NrP/S Heat Cool 6 Val 128.O9N 4A5.20b 485.2lb 0.097 0550 O.540 ne ne no 11571 2.83 22.67 2423 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0l-- G Val G 13A-40cs 4A5.2ob 0.143 0550 ne ne 139 2.91 22.67 0 0 0 0 0 0 0 0 296 16 263 0 956 228 767 371 G 4A5.20b 128.09N 4A5.2ob 05W 0.097 0550 ne ne se 13.97 2A6 1397 22.67 2.83 1837 0 0 0 0 0 0 0 0 0 0 0 0 16 0 0 0 0 0 228 0 0 371 0 0 4A5.2013 48S21b 0550 0.540 se as 1397 13.71 20.63 16.62 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4B5.2tb 13A-4ors 4A5.2ob 0.540 0.143 0550 se se se 13.71 3.63 1327 24.80 2.91 20.65 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.20b 485.211) O-W 0.540 se se 1327 13.71 13.40 1322 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl I--ri 11D0 12&09N 4A5.20b 0.390 0.097 OSW se 9N SN 9.90 2.46 1397 1231 2.83 18.37 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 485.21b 13A-40rs 4A5.2ob OS40 0.143 0550 eN 9N 9N 13.71 3.63 1327 16.62 291 23.17 0 0 0 0 0 0 0 0 0 0 0 0 0 66 0 0 18 0 0 65 0 0 52 0 4A5.2obd 485.2113 0580 0540 eN 9N 14.73 13.71 MA2 24.80 0 0 0 0 0 0 0 0 48 0 48 0 707 0 692 0 yl t-C 12&Osw 4A5.2ob 13A-4005 0.097 0550 0.143 nw nw nw 2.46 1327 3.63 2.83 22.67 2.91 0 0 0 0 0 0 0 0 0 0 0 0 0 0 122 0 0 90 0 0 325 0 0 261 4A5.2ob 4A5-20b O-W 05W nw nw 1397 1327 22.67 22.67 0 0 0 0 0 0 0 0 33 0 0 0 456 0 741 0 q 05.2013 12C-09N O-W 0.091 nw 1397 231 24AI 152 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 11D0 0390 n 990 1231 0 0 0 0 0 0 0 0 C 168.30ad 0.032 091 1.76 120 120 97 211 91 91 74 160 F F 19A-Obscp 19C•19tscp 0295 0.049 2.81 0.43 2.00 031 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F 22A-Ipm 1.180 29.96 0.00 0 0 0 0 405 52 1543 0 6 c) AED emirson 71 303 Emelope losstain 97 204 4583 3716 12 a) Infiltration 0 0 552 203 b) Room ventilation 0 0 0 0 13 Internal gains: Oooupants@ 230 0 0 0 0 Appliarmsbther 0 1200 Subtotal (lines 6 b 13) 1 97 204 513515120 Lessextemal bad 0 0 0 0 Less trarder 0 0 0 0 Redistrib LAon 97 204 0 0 14 Subtotal 0 0 5135 5120 15 Duciloads 0 0 31 52% 1597 2657 Total room load 0 0 6732 7777 Air required (dm) 0 0 1 1 368 331 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 04- wr1061a.noft- 2018-.M-09W22:14 Rigtt-SUte®Uriversal2018 18.0.19 RSU16202 Page 12 emplot 074 WellirgtonA LHG Game IBM - E.rnp Calc - MA HoLse laoss: E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 074 Wellington A LHG Ga... Date: 12-18-2014 By. MC/AT/BP 7225 Sardscove Q. Suits 1. Winer Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOneSlopCoolirg.mm License: CAC032444 1 Room name FOYER GM 2 well 65 fl 165 A 3 Room height 9A it htatbod 9A fl heai/0ool 4 5 Room dmensions Room area I D x 1375 It 1375 V 16S x 13.0 fl 2145 if Ty Construction U•vatue Or HTM Area (fF) Load Area OF) Load number Bnrw+) I or perimeter (A) Btuh) or perimeter (11) Bluh) Heat Cod Gross NPP/S Heat Cool Gross NrP/S Heat Cool 6 yl 128.09w 0.097 no 2.46 2,83 0 0 0 0 0 0 0 0 F-CG 4A5.2ob 0550 no 1397 22.67 0 0 0 0 0 0 0 0 485.21b 0540 ne 13.71 2423 0 0 0 0 0 0 0 0 yl 13A•40rs 0.143 no 3.63 2.91 0 0 0 0 0 0 0 0 1 1 G 4A5.2ob OS50 ne 1397 22.67 0 0 0 0 0 0 0 0 1 4A5.2ob 128.09w O550 0.097 ne se 1327 2.46 22.67 2.83 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2ob 0550 as 1397 1837 0 0 0 0 0 0 0 0 05.20t) 0550 as 1327 20.63 0 0 0 0 0 0 0 0 485.21b 0540 se 13.71 16.62 0 0 0 0 0 0 0 0 485.21b 0540 ao 13.71 24BO 0 0 0 0 0 0 0 0 13A•4oas 0.143 se 3.63 291 61 28 101 81 0 0 0 0 4A5.2ob OS50 se 1397 20.65 0 0 0 0 0 0 0 0 4A5.20b 485.21b O-w 0.540 se ae 1397 13.71 13.40 1322 0 9 0 9 0 128 0 123 0 0 0 0 0 0 0 0 11 DO 0" as 990 1231 24 24 238 295 0 0 0 0 V)I 128.O9v 0.097 SN 2A6 183 0 0 0 0 0 0 0 0 4A5.2ob OS50 9N 1397 1827 0 0 0 0 0 0 0 0 1-lGi 485.21b 0540 sw 13.71 16.62 0 0 0 0 0 0 0 0 13A-40os 0.143 sw 3.63 291 0 0 0 0 155 123 448 359 4A5.2ob O-W sw 1397 23.17 0 0 0 0 32 0 444 737 4A5.2obd O-W N 14.73 MA2 0 0 0 0 0 0 0 0 485.2111b O.540 sw 13.71 24.80 0 0 0 0 0 0 0 0 VII 12B-0 N 0.097 nw 2A6 2.83 0 0 0 0 0 0 0 0 f 4A5.2ob 0550 nw 1327 22.67 0 0 0 0 0 0 0 0 13A•4ocs 0.143 nw 3.63 2.91 0 0 0 0 0 0 0 0 4A5.2ob O-w w 1397 22.67 0 0 0 0 0 0 0 0 4A5.2ob 0550 nw 13.97 22.67 0 0 0 0 0 0 0 0 4A5.2ob 0550 nw 1397 24AI 0 0 0 0 0 0 0 0 R 12C-09w 0.091 231 1.52 146 128 295 194 141 141 326 214 I_p 11D0 0" n 9.90 1231 18 18 177 220 0 0 0 0 C 16B-30ad 0.032 091 1.76 0 0 0 0 0 0 0 0 F 19A•Obscp 0295 2.81 2.00 0 0 0 0 0 0 0 0 F 19C-19aw 0.049 0.43 031 0 0 0 0 0 0 0 0 F 22A•Ipm 1.180 2996 0.00 137 7 195 0 215 17 494 0 6 c) AED excursion 1 32 1 181 Ernelgm bsstain 1134 881 1712 1490 12 a) hiltration 70 26 177 65 b) Room ventilation 0 0 0 0 13 karnalgains: Omupans@ 230 0 0 0 0 ApplianoesbOw 0 0 Subtotal (lines 6 to 13) 1203 907 1869 150 Lessextemal bad 0 0 0 0 Lessiransfer 0 0 0 0 Redisidbution 1203 907 185 139 14 Subtotal 0 0 2073 1695 15 Ducibads 1 31% 52% 0 0 31% 52% 645 879 Total room load 0 0 2718 2574 Air required (dm) 0 0 1 1 149 109 CalCulabons approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgtitOoft- 2018-.h1.091022:14 A Right-SJte®lhiversal2O18 19.0.19 RSU162o2 Page 13 emplot074 WellirgtonA LHG Game BIh4 - E.rup Celc-MA Hotw faces: E wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 074 Wellington ALHG Ga... Date: 12-18-2014 By. MC/AT/BP 7225 Sargsmve CL Suts 1, W irter Park FL 32792 Phore: (407) 629.6920 Fax: (407) 629 - 9307 Web: www.OreStopCoolirg com Licerse: CA0032444 1 Room name Blh 5 STR2 2 hosed well 8.0 a 0 It 3 Room height 9.0 it heatbool 9.0 it heaNnd 4 5 Room dimensions Room area 1.0 x 583 0 583 IR 1.0 x 68.0 it 68.0 IR Ty Construction U-value Or HTM Area (Ili Load Area (IF) Load number BWhM +) or perimeter (0) Bbih) or perimeter (it) Btuh) Heat Cool Cross NrP/S Heat Cool Cross WP/S Heat Cod 6 12B-03w 0.097 no 2.46 2,83 0 0 0 0 0 0 0 0 4A5.20b 0.550 ne 1327 22.67 0 0 0 0 0 0 0 0 485.21b 0.540 no 13.71 2423 0 0 0 0 0 0 0 0 yI 13A-40cs 0.143 no 3.63 2.91 0 0 0 0 0 0 0 0 11 4A5.20b O.&W ne 1327 22.67 0 0 0 0 0 0 0 0 4A5.2013 O.&W no 1397 22.67 0 0 0 0 0 0 0 0 128.09w 0.097 sa 2.46 2.83 0 0 0 0 0 0 0 0 r. 4A5.2ob OS50 se 1327 1837 0 0 0 0 0 0 0 0 4A5.2ob 0550 se 1397 20.63 0 0 0 0 0 0 0 0 485.21b OS40 se 13.71 16.62 0 0 0 0 0 0 0 0 485.21b 0.540 se 13.71 24.80 0 0 0 0 0 0 0 0 13AAocs 0.143 se 3.63 2.91 0 0 0 0 0 0 0 0 4A5.2ob OS50 se 1327 20.65 0 0 0 0 0 0 0 0 4A5-2ob 485.26 OS50 0540 as se 13.97 13.71 13.40 1322 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11130 03M se 9.90 1231 0 0 0 0 0 0 0 0 Val 128.09w 0.097 sw 2.46 2,83 72 66 163 187 0 0 0 0 4AS-2ob OS50 sw 13.97 1837 6 3 84 110 0 0 0 0 C 485.21b 0.540 sw 13.71 16.62 0 0 0 0 0 0 0 0 13A-4ors 4A5.2ob 0.143 OS50 sw s+v 3.63 13.97 2.91 23.17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2obd OS80 sw 14.73 14A2 0 0 0 0 0 0 0 0 485-21b OS40 SN 13.71 24.80 0 0 0 0 0 0 0 0 yl 128.Osw 0.097 nw 2.46 2,83 0 0 0 0 0 0 0 0 C 4A5.2ob 0550 nw 1327 22.67 0 0 0 0 0 0 0 0 yyylll 13A•4ors 0.143 nw 3.63 291 0 0 0 0 0 0 0 0 4A5.2ob . 0.550 rtw 1327 22.67 0 0 0 0 0 0 0 0 4A5-2ob 0550 nw 1327 22.67 0 0 0 0 0 0 0 0 4A5.2ob OS50 nw 1327 24.41 0 0 0 0 0 0 0 0 R 12C-09w 0.091 231 1.52 0 0 0 0 0 0 0 0 D 11 Do 03W n 9.90 1231 0 0 0 0 0 0 0 0 C 16&30ad 0.032 0.81 1.76 58 58 47 103 68 68 55 120 F 19A41bscp 0295 2.81 2.00 0 0 0 0 0 0 0 0 F 19C-19oscp 0.049 OA3 031 0 0 0 0 0 0 0 0 F 22A-Ipm 1.180 2996 0.00 0 0 0 0 0 0 0 0 6 c) AED ecursion 1 35 1 4 Envelope bsdgain 294 434 55 116 12 a) Inittration 82 30 0 0 b) Room mn6latbn 0 0 0 0 13 Imemalgains Ooarpants@ 230 0 0 0 0 Appliarloesbther 0 0 Subtotal (lines 6 to 13) 1376 465 55 116 Less extemalload 0 0 0 0 Lesstransler 0 0 0 0 Redistribution 0 0 55 116 14 Subtotal 376 465 0 0 15 Duct loads 1 31% 52% 117 241 31% 52% 0 0 Total room bad 493 706 1 0 0 Air required (drrl) 1 27 30 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrtghtm mrft 2018-.A1.09 1022:14 Right-Sule®Uriversal2018 18.0.19 RSU16202 Pape 14 empNLot 074 WeliirglonA LHG Game 8th4 - Enp Cslc - Mh8 House laces: E d- wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating Job: Lot 074 Wellington ALHG Ga... Date: 12-18-2014 By: MC/AT/BP 7225 Sardscove Q. SUte 1. Winer Park A. 32792 Phone: (407) 629.6920 Fax: (407) 629 - 9307 Web: www.OreStopCoollrg oom Lioerse: CA0032444 1 Roan name 2 EnmSed well 0 If 3 Room height 9.0 A heatdmol 4 5 Roan dimensions Room area 15 x 15 ft 23 F Ty Load number Bc1W+j Bu tM or perimeetter (11) B ) orsperimeter Heat Cod Gross UPS Heat Cool Gross N/Ps Heat Cool 6 yl I G 128-OSw 4A5.2013 485.21b 0.097 0.550 0.540 ne ne ne 2.46 1327 13.71 2.83 22.67 2423 0 0 0 0 0 0 0 0 0 0 0 01--1' 11 yl I G 13AAots 4A5.2ob 0.143 0.550 ne ne 3.63 1397 291 22.67 0 0 0 0 0 0 0 0 I-( 4A5.20b 12&09w 0550 0.097 ne se 1397 2.46 22B7 2.83 0 0 0 0 0 0 0 0 G 4A5.20b 0550 se 1397 1837 0 0 0 0 4A5.20b 485.21b O.&W 0.540 se as 1327 13.71 20.63 16.62 0 b 0 0 0 0 0 0 485.21b 13A•40rs 4A5.2ob 0540 0.143 0550 as se so 13.71 3.63 1327 24.80 291 20.65 0 0 0 0 0 0 0 0 0 0 0 0 4A5.20b 0550 as 1327 13.40 0 0 0 0 485.2ib 0540 as 13.71 1322 0 0 0 0 11D0 0390 se 990 1231 0 0 0 0 128.09w 4A5.26b 0.097 05W sN 9v 2A6 1397 2.83 1837 0 0 0 0 0 0 0 0 485.21b 1as 3A•4 4A5. 2ob 0540 0. 143 0550 9w 9w sw 13. 71 3. 63 1397 16. 62 221 23. 17 0 0 0 0 0 0 0 0 0 0 0 0 G4A5. 20bd 485. 21b 05W 0540 ON 9w 14. 73 13. 71 14A2 24. 80 0 0 0 0 0 0 0 0 yl G 12& 09N 4A5. 20b 0. 097 0550 nw nw 2. 46 13. 97 2. 83 22. 67 0 0 0 0 0 0 0 0 0. 143 nw 3.63 291 0 0 0 0 4A5. 2ob 0550 nw 1327 22.67 0 0 0 0 Ti13A-40rs 4A5. 20b 0550 nw 1397 22.67 0 0 0 0 4A5- 2ob 0550 nw 1327 24AI 0 0 0 0 R 12C-09v 0.091 231 152 0 0 0 0 1 D IIDO 03W n 9.90 1231 0 0 0 0 C 1613- 30ad 0.032 0.81 1.76 2 2 2 4 F 19A- Obscp 0295 2.81 2.00 0 0 0 0 F 19C- lgaxD 0.049 0.43 031 0 0 0 0 F 22A• pm 1.180 29.96 0.00 0 0 0 0 6 c) AED exulrsal 0 Emelope lossrgain 2 4 12 a) hiltraGon 0 0 b) Room ventilation 0 0 13 Internal gains: OMJPBMs@ 230 0 0 Applianoesb9ter 0 Subrotal (lines 6 b 13) 2 4 Less external load 0 0 Less transfer 0 0 Redistribution 2 4 14 Subtotal 0 0 15 Duct loads 31% 52961 0 0 Total room load 0 0 Air required ( dm) 0 0 Caloulabons approved byACCA to meet all requirements of Manual J 8th Ed. wrtghtmoTt- 2018- J11-091022:14 FUgN-Sdte® Uriversal2018 18.0.19 RSU16202 Page IS emptol 074 W ellirgtonA LHG Game 81h 4 - E.np Celc - M18 House faces: E wrightsoft• Duct System Summary Entire House One Stop Cooling and Heating 7225 Sardsoove 0. Sute 1. Winer Park FL 32792 Phore: (407) 629.6920 Fax: (407) 629 - 9307 Web: wwwOreStopCooli(g.com License: CAC032444 For: Park Square Homes 3936 Night Heron Drive, Sanford, FL 32771 Job: Lot 074 Wellington ALHG ... Date: 12-18-2014 By. MC/AT/8P 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 friction rate 0.157 in/100ft 0.157 in/100ft Actual air flow 1833 cfm 1833 cfm Total effective length (TEL) 217 ft Supply Branch Detail Table Name Design 13tuh) Htg cfm) Clg clm) Design FR Diam in) H x W in) Duct Matl Actual Ln (it) Ftg.Egv Ln (ft) Trunk BED2 h 4079 223 145 0.175 9.0 Ox 0 MR 42.5 152.0 st3 SEW c 2312 80 98 0.228 6.0 Ox 0 VIFx 19.0 130.0 s14 BED4 c 2726 90 116 0.292 6.0 Ox 0 VIFx 16.5 100.0 st2 BEDS c 2949 103 125 0.198 6.0 Ox 0 VIFx 36.4 135.0 st5 BTM2 h 597 33 19 0.157 4.0 Ox 0 VIFx 44.5 172.0 SO BTM3 c 198 4 8 0.245 4.0 Ox 0 VIFx 13.7 125.0 st4 BIh5 c 706 27 30 0.201 4.0 Ox 0 VIFx 34.0 135.0 st5 FAMILY c 3436 107 146 0.192 7.0 Ox 0 MR 25.2 152.0 st3 FLEX h 4149 227 129 0.218 9.0 Ox 0 VIFx 23.7 132.0 st1 GAME c 4111 78 175 0.312 7.0 Ox 0 VIFx 9.0 100.0 st2 GM h 2718 149 109 0.166 7.0 Ox 0 VIFx 42.6 162.0 st3 Krr h 3366 184 165 0.255 8.0 Ox 0 VIFx 11.1 122.0 st1 Krr-A h 3366 184 165 0.229 8.0 Ox0 MFx 21.6 127.0 st1 LDRY c 1174 42 50 0.228 4.0 Ox 0 VIFx 22.1 127.0 st1 USED c 2270 75 97 0.218 5.0 Ox0 VIFx 30.9 125.0 st5 MBED•A c 2270 75 97 0.200 5.0 Ox0 VIFx 35.3 135.0 st5 MSTM c 1116 43 47 0.215 4.0 Ox0 MFx 28.2 130.0 st5 Mrol c 86 2 4 0.235 4.0 Ox0 VIFx 20.0 125.0 st5 MWIC c 359 8 15 0.216 4.0 Ox0 VIFx 27.7 130.0 st5 PAN h 376 21 14 0.240 4.0 Ox 0 VIFx 19.6 122.0 st1 T0I3 c 578 24 25 0.221 4.0 Ox 0 VIFx 19.1 135.0 st4 W IC3 h 638 35 33 0.224 4.0 Ox 0 VI Fx 22.0 130.0 S14 W CA h 372 20 20 0.265 4.0 Ox 0 VI Fx 18.4 110.0 st2 wrightsoft` 2018-.ki-091022:16 w•...._ ..,.r, Right-Ssite®lhiversal2018 18.0.19 RSu16202 Page 1 erM\Lot 074 WellirglonA LHG Game S 4 - E.rnp Calc - Mi8 Fb1se faces: E Supply Trunk Detail Table Trunk Htg Gg Design Veloc Diam H x W Duct Name Type dm) dm) FR fpm) in) in) Material Trunk st3 Peak AVF 511 420 0.157 651 12.0 0 x 0 VinIFIX st1 st1 Peak AVF 1169 943 0.157 661 18.0 0 x 0 VinIFIX st2 Peak AVF 665 890 0.198 638 16.0 0 x 0 vnlFlx st4 Peak AVF 143 165 0.221 616 7.0 0 x 0 VinIFIX st2 st5 Peak AVF 334 415 0.198 528 12.0 0 x 0 VinIFIX st2 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 Mad Trunk rb1 Ox 0 1833 1833 0 0 0 0 Ox 0 MR wrightsoft- 2018-JJ-09 1022:16 Pogh-Sate®Uriversa1201818.0.19RSUt8202 Page2 ACCA empV.ot 074 W ellirBtoM LHG Game Bth 4 - Enp l;alc = MIB FlotSe tapes: E Wrl9htSoft. Static Pressure and Friction Rate Job: Lot 074 Wellington ALHG ... Date: 12-18-2014 Entire House By. MC/AT/BP One Stop Cooling and Heating 7225 Sardsoove 0. Sute 1, Wirter Park FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwworeStopcoolirg.com Ucerm: CAC032444 Project• • For: Park Square Homes 3936 Night Heron Drive, Sanford, FL 32771 AvailablePressure Heating Cooling in H2O) (in H2O) External static pressure 0.50 0.50 Pressure losses Coil 0 0 Heat exchanger 0 0 Supply diffusers 0.03 0.03 Return grilles 0.03 0.03 Filter 0.10 0.10 Humidifier 0 0 Balancing damper 0 0 Other device 0 0 Available static pressure 0.34 0.34 Total• Supply Return h) it) Measured length of run -out 22 0 Measured length of trunk 22 0 Equivalent length of fittings 172 0 Total length 217 0 Total effective length 217 II Heating Cooling in/100ft) in/100ft) Supply Ducts 0.157 OK 0.157 OK Return Ducts 0.157 OK 0.157 OK Fitting Equivalent LengthDetails Supply 4X--35,11 A=20,11 G--5,11 G=5,11 G=5,11 G=5,11 Gam, 11 M=20,11 H=7,11 G=5,11 G=5,1 A--35, USR1=20: Total EL=172 Return TOtalEL=0 wrightsoft- 2018-JL1-091022:16 Wv • ..+-._, ., Right-SUMDUriversal2018 18.0.19 RSU16202 Page 1e e(Mlot 074 WellirgionA LHG Game 8Ih4 - Enp Celc. MA Home faces: E 10xI0 184 drn Level 1 DV VTW SPRIM LDRY K1T 18' FBB 2 9' FLEX 8' 8, 4• 4' 8soCen10x10 184 dm r 12' FAMILY FBB3 tOXB 146CIM STR1 7. 4- 16x16 9. BED2 9' 10 x 10 10X10 / 12' 223ctrn \ 12x12 .Y 8X4 21 cim FOYER 10x8 149 can GM EFI e50CFMFan EF2.80 CFM Fan EF3 a 110 CFM Fan EFL1 .50 CFM Fan EFL2 -80 CFM Fan EFL3.110 CFM Fan VTR a Ventb Root VTW . Will b W all DV . Dryer Wnt R V e Range Vent UnessiChase Condensab OT a Thermostat 1116 SRB . Small Reduction Box LRB. Large Reduction Box FBB . Field ButitBox EFI VTW Job #: Lot 074 Wellington A LHG Game Bth 4_. One Stop Cooling and HeatingPerformedbyMC/AT/BP for: Park Square Homes 7225 Sandsoove CL Subs 1 3936 Night Heron Drive W inbr Park 1-t32792 Sanford. R. 32771 Phone:(407)629.6920 Fax:(407)629-9307 wwwOneSbpCootirlgmm Scale:1 : 94 Pape I Rlpto- Slue® Universal 2018 18.0.19 RSU 16202 2018Ju1-091021:46 A glonA LHG Game B Ih 4 • Erup Level 2 SX4 20cIrn 12XMauncityChule ER VTR me WIC3 0 Eft V rR IOX6 ltBcYn gg 8X4 35can WIC-4Lr4 25c" BED4 SRB Ia. 4 12_4' 8' 6Xt8AA 4 l8'^ 18mctm 1ox19 ecnrr 8X4 8' is, 7. t • RBI 6' lox 10 LAB 1 HALL2 7'• 1 lox 11IM STR2 8' GAW 10 x 10 BEDS IOXG E 125cht la 14' 9 18x t8 t Y BYPASS t 8' DAWPER 2ND R_R t8'DAb,PER 1STR.R 12'20NE DAWPER BED3 toXB 98c1m f 10 x 10 9' 84' - 5' ba O MT01 FBB4 4' WED tvBTH Oar" k 8X4EFI EftVTROO8X430CIM 47cen 8X4 BtltS M. Lot 074 Wellington A LHG Game Bth 4— One Stop Cooling and Heating Performed byMC/AT/BP for: Panic Square Homes 722S Sandsoove CL Suds 1 3936 Night Heron Drive W fnlsr Panic, R.32792 Sanford,FL32771 Phone: (407) 629 -6920 fex:(407)629-9307 wwwOneSIopCooAngmm Sw1a: 1: 94 Paget RIp* Stlte® universal MIS 180.19 ASU I61D2 20IWt/-091021: 46 JkVmA LHG Game Bat 4 - EnV Builders Statement CertainTeed InsulSafe°SP Fiber Glass Blowing Insulation tswiaer tslgnl company Name uate I Inspected By (sign if required) Date OPEN ATTIC APPLICATION R•VALUE NO. NAGS PER 1,000 SO. FT. NET AREA MAXIMUM NET COVERAGE MINIMUM WEIGHT INITIAL INSTALLED THICKNESS* MINIMUM SETTLED THICKNESS Tu obtain thermal resistance R of% I 1 Number of bags Contents of bag should not cover more than (' h') Weight per sq. ft. of installed insulation should not be less than: QbsJsq. ft.) Installed insulation should not be less than: (inches) Installed insulation should not be less than: (inches) 60 28.9 34.5 0.897 21.75 21.75 49 23.5 42.6 0.727 18.25 18.25 44 20.8 48.0 0.646 16.50 16.50 38 17.9 55.7 0.6w 14.50 14.50 30 13.8 72.5 0.427 11.50 11.50 26 11.8 84.8 0.366 10.00 10.00 22 9.9 101.4 0.306 8.50 8.50 19 18.6 1 116.2 1 0.267 17.50 17.50 13 1 5.9 170.4 1 0.182 5.25 1 5.25 11 i1 5.0 200.5 1 0.155 4.50 1 4.50 CEILINGS R-VALUE THICKNESS NET AREA OF ROLLS WALLS FLOORS THERMAL PERFORMANCE - ATTIC BLOWING APPLICATION In accordance with the chart above, you must install,the minimum number of bags per 1,000 sq. ft. of net area for each R-Value listed. The maximum net coverage must not exceed that specified for each R-Value. The insulation must be installed at or above the specified installed thickness for each R-Value. Failure to install the required minimum weight per sq. ft. of insulation at or above the initial installed thickness will result in reduced R-Value. This product should not be mixed with other blown insulations or the thermal claims will become invalid. DANGER: RECESSED LIGHT FIXTURES - TO PREVENT OVERHEATING, DO NOT INSULATE ON TOP OR WITHIN 3" OF SUCH DEVICES. THIS WARNING DOES NOT APPLY TO TYPE IC LIGHT FIXTURES OR TO FLUORESCENT FIXTURES WITH THERMALLY PROTECTED BALLASTS. i• DESCRIPTION AS FURNISHED: Lot 74, WYNDHAM PRESERVE, as recorded in Plot 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 Americo REMAINDER LOT 7, PALMER'S SUBDIVISION PLAT BOOK 2, PAGE 41 S 00*18'02" E SET I.R. 4.4. 4.1' ON 60.00' ON SET I.R. G 10' FENCE poptiyc 10' FENCE ESMT. 0 33.70' 33.71' q a . LOT 74 10.00' I3.3' 13.3, 13.3' 10.00' COV'0. ui BRICK e 3Q'IC ,r , 13.3' balvt o o- 00 1 1 75TWO LOT 73 0 p o RESIDENCE F.F.= 22.82' 3.0'xJ.O' AC PAD 5.3' 0 c v 14.7' COV'D. 10.00' c BRICK ,o 9.0' 10.00, 20.0' BRICK 16' WALK BRICK 35.20' DR. 1 ON, — I 1 --- tj to, T.ILESIC P.C.o-_ 15.67'__ / ___--____ REC. N&D 5' CONC. WALK f4596 SET N&D 14596 SETBACKS AS FURNISHED FRONT - 25'(•) REAR 20' SIDE 5' (40' LOT) 7.5' (60' LOT) to- (75' LOT) SIDE STREET - 25' (60' 6L 75' LOT) 15' (40' LOT) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM OF (2) IN SUCCESSION AT 25' PROPOSED 3 FINSHED SPOT GRADE ELEVATIONS PER DRAINAGE PLANS Nj'-- - PROPOSED DRAINAGE FLOW LOT GRADING TYPE A MOD PROPOSED F.F. PER PLANS = 22.7' Q 0 a.a.) S 00°1657" E 60.00' NIGHT HER ON -DRI VE R/W VARIES) PLOT PLAN AREA CALCULATIONS TOTAL LOT AREA 7.134 t SOUARE FEET FLATWORK ON/OFF LOT = TOTAL t SOUARE FEET FLATWORK DRIVE 403/ 146- 5491 SOUARE FEET FOUNDATION/PAD 2,090 t SOUARE FEET WALKS 40/ 300= 340 t SOUARE FEEL REAR PAT10 89 t SOUARE FEET 249 = 4,643 t SOUARE FEET FRONT PORCH DECK 1013 SOUARE FEET S00 4,3941249 POOL DECK N/A t SOUARE FEET NOTE' FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED BY CLIENT • NOT FIELD VERIFIED ' CRUSE)VAfEYER-SCOTT & ASSOC., INC. - LAND SURVEYORS Lr.G[ND - LEGEND - 5400 E. COLONIAL DR. ORLANDO. FL. 32807 (407)-277-3232 FAX (407)-658-1436 P PLAT rOL POINT ON LINE NOES: ' JIP. IR. FIELDIRON PIPC IRON ROD TYP. PAL. PLC. TYPICALPOINTOF RCVCRSC CURVATURC POINT Or COMPOUND CURVATURE 1. THE UNDERSIGNED DOES HEREBY CERTIFY IMF THIS SURVEY MEETS FINE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OF CA MOINMENICONCRETE RA0. RADIAL PROFESSIONAL SUT'E1ORS AND AIAPFCR4 /N CHAPTER 5J-17 FLORIDA ADMINISTRATIVEAADMINISTRATIVECODE PURSUANT TO SECTION 472.027, FLORIDALSTATUES SCI I.R. • 1/2' IR •ALB 4596 MR. NON -RADIAL 2. UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIC94AL RAISED SEAL TNIS SURVEY MAR OR COPIES ARE HOF VALID. REC. RECOVERED V.P. VITNCSS POINT 3. THIS SURVEY WAS PREPARED FROM TITI.E INFORMATION FURNISHED TO THE SURVEYOR. MERE MAY BE OTHER RESIR2TI0Nt PAR. PONIT Cr BEGINNING CALL. CALCULATED OR CASEMCVTS THAT AFFECT I195 PROPERTY. P. O.C. POINT Or CDNNEISCMENT PRA PERMANENT REFERENCE MONUMENT 4. NO UNOEIMROUND IMPROVEMEMS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. N\ D CCMTC DISK HAUL \DISK rS RSLBUILDING FLOOR K LINE ON BUILDINGSETBACKLINGS. THIS SURVEY IS PREPARED FOR THE SOLE BENEFIT OF THOSE CERHRED TO AND SHOULD NOT BE RELED UPON BY ANY OTHER ENTITY. R/ v RIGHT -OF -VAT BA BCNCMMARK 6 DIMENSIONS SHOWN FOR THE LOCATION OF IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. CSMT. CASCMCNI LL BASC SCARING 7. BEARINGS. ARE BASED ASSUMED MNM AND ON THE LINE SHOWN AS BASE BCARINC (B.S.) DRAIN. DRAINAGC A ELEVAIIONS, IF SHOWN. ARE BASED ON MATIONAIL, CEODETIC VERTICAL DATUM OF MD. UNLESS OTNERME NOTED. IIL. UTIL. u TI4AIIN LINKrCNCC 9. CCRIRIGA E OF AUTNOWAMN MR. 4596. Wart• C/ B VOOD FENCE CDNCRCIC BLOCK SCALE 1 1• 20' DRAWN BY.• ••• P.C. P.I. POINT Or CURVATURE PDNT or TANGNNCT Carom BY: OATS ORDER No. p SC. DESCRIPTION PLOT PLAN 01-22-2018 381-18 L ARC LENGTH ARC BCLFORMBOAROFOUNDATION/ELEVS. 04-17-18 2414-18 B C GB. NGCHORD CHORD BGIRADNATURAL GRADNORTHINGFINAL/ELEVS. 09-29-2018 6455-18 THIS BUILDING\ PROPERTY DOES NOT UE WTININ — --•--- •--- •-- THE ESTABUSHED 100 YEAR FLOOD PLANE AS PER '1RRM- TOM X. CRUSr..NlfEYF,R, R.L.S. / 4714 LONE X. MAP / 12117CO090 F (09-28-07) JAMES W. SCOTT R.LS /:1801 15 1 i g h t y e a r s fueling the future of energy INSPECTION REPORT 6th Edition, 2017 Florida Building Code, Energy Conservation Performance Testing b Information Builder Park Square Homes Community Wyndham Preserve Lot 74 Address 3936 Night Heron Drive Unit City Sanford State FL Zip 32773 PASS Blower Door Test Results 0 PASS Duct Leakage Test Results Inspection Notes: K A,16 09-25-2018 Rater / RFI Signature Date Michael Estrera Rater / RFI Name For more information on this report, contact 15 lightyears, Inc scheduling ae15lightyears.com (855) 438-1515 QC: ECr PPPV- Envelope Leakage Test Re vrt Bl lesldential RresL1iptive, Performance or E91 Method ante2017Florida8ctildingCode, Energy mpli rice gY Conservation, bin Edition jurisdiction: Permit 4 tub Ir f "natlen UildFrfl r r c' Addr NO Lot: ty Unn; State.- l- (— Zip: Air LeakaSe Test Resuit& AaYcirmuttmcclekArrat elrrjPu,rsvxglrrirr trur.artNtNrtr ad i lttt scRryp^tivH tAETH04?hc taiidlrx or cinelliiy uraq d, !loving 4t ov ie-cagrrrtt of hoi rxrdn j ?-it chartjetn*rhow St3prrM-1`,rapfO.2Q1rnd(tZ0401,a*rdZ 1p 0119FO1Rt. 1AWIE eer ERt { T1I v8 The b4ddtrtq or aw iitq unit ju be teita d aid rer end as nas n anal :tdalwla rara vt nog e caa thaiv4Kt*dA( i*W)vatiKzt tttxtFORYJA44¢-211 7tPv4.mrMAsut,4WA t:7 207(UlI teaxrtEidslnti-Whditratier.tub.tetT0MA04Sf eOY )ijrti:( dtIU•fOrRt AVQS3-0f x'fYJt;r itif i7tlF tYIYK-K1 ut R'4xriili r}t iiW "`• 7 1 f ]I fig - ff. r' -r t'? _ ^' ir_ F CFM( 50) BuYdingVolume -"Sc E PASS rNle?+ baoical Venbla Oil i9 rOt fegU CCh h55 (vr$ h f lcaharncai venittatwr+i Fk iL 0 ih! Srrevtttl rr,7rn .yrrhlNcclLral D'n C.pcttr aattw,trr f.slco{DtesCt FeidrtfrastwE;fartt[ aitUlai[[t R40Y_.i 2 resdrW Twig aha{ be C-&Ct+l,r rrrvrty # Vfflh AW/WS1N1Nt11t: 98 wo IEP0M1td, St •fr,enurtr uw Q: Iehwy,"it+xt t4 rsr ng % hail hr rnn4kgned av dtl ar i rndwlduilis osdefthett Mt &KbOn 553,993M ar I71, Ha+, Siaturs. or mdlvkl taK1.'e ud asiet lOritl y13R 469105{3^ tA%010 eran.rppirm8thudDa*t;. Awl RritapartcfthtrcwltLofthetest ihalibrc?pteiby+UyaPAY'ronclKXrtgLhrtt ctitRS cx a1'kicl ti) the code t 3uadf, Taseng iha9 t>r DMornt 6 dlatrY lute rfen9 rx>n of rM penelraQ4M yt If+t iuMaarithrvma Mt1X44 Dom OR rntiunr 1:Cxta,crr wtrdovre arafJ eowS tYrpis r arul !tome d-,= >r.a11 W cju%at, bdirnac;c+ikd. tfryr nf tear rratmGrl arevthiraalfpipe Ur ate+ Ini1htrtax•• ry-tr,*wsl r'YtK'A;tl!f?: k af irnFri'+ IatJUtlinger)1,ntst,ircea{ae.rnnletpas,tiaraarpA inllkis,rrtyse;»Itdldc.dosed.au2naCsw+trdbeimntll><eridd+.l.ritfttrttarirnrsgrtiF ua ra4Ut+r g Inb!r1tK tfoOgt y nnt2rllM at Intl time ar the tzsi, thee! be "Itr ; Alxat+rr doo•. for etwir foe, i vani"Itn Wtems qtr! ttt:nt rw yy titlartaa Shag b ilg4rd tt xf styale6 y FPr E arc couprigslntc+uca d mp APM at OW 'III1t ]f IMe Oat, 511an tat tut!trd am L SMDPiy and ref urn :g 00:1- If v* ulld at the! Irma of the iPet, well tea AA'v QVgn 149drig company Carnparty Narrre' 15 Lean ar ne __ 1xetvby vMtfy thct die Ajclvr AJr Leakage rt,>s"tr. are ,t, accnManre Wfth ine3U17 WI L0111cn Fk0ridla 9vndk Lodi Enttr ur:tiervat;an requrernents cr_!iMlMgtolltN {un11/AirlcrnlCihf)yelet4ec! at>o Siignature of Tester. ' t Datt of Tt st PTIIITNci Name & Tester',_ Auyn 9ta1r1kenstli icert:e:'CMIficatl0in J8 SSA_—_____--- IssuingAwhority RE+NET tCVV Y Li senor Ct}rinc mte 4r trier te 1$t nwsl tY: atUarJ d DUCt Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit #: job Information Builder- Communi UJ 1 -n Address; - C Unit: City: - ,— r= state: +. L zip: Duct Leakage Test Results sySCCrn 1 i 0,25 System 2 cfm25 System 3 crm75 irr M any ild'llw. t'rWolm cfm2 5 Total of all Systems efm2s 7 ; 2 . ,.. C r.... Qn Total Ell AIF total Conditioned systems Squat? r oatapc PASS 1-0 Prescriptive Method t:fm25 ($utoit — To qualify as "substantially leak rree" on Total must be less than or equal to Q.t}4 if air handler unit isirtstailed. If air handler unit is not installed, Can Total mu%t be less than or equal to C-03- This tesung method meets the requirements in accordance will, Section R403.3.3, is rho arr hantffer uran Insrnffed duf,rg resting? 'r: S (` ) a V0 `,* ! Performance P ERI Method Crnt24 (Out cr Total) 1 To qualify using this method, Qn must not be greater than the proposed duct leakage On specified on Form Fv it!5 7fti 7 nr R406-2w 7, tevkgge rype sttected on Form Qn spec(f ed an Form R405-2017 Q405-2077(ftiergyCcrkctorR406.2017 fFrte gyCok) 'r R406-7077 EiL.117 tightness shall be verified by testing in accordance with ANSU'RESNETliCC K by either Individuals as defined in Section 553 99WS) or (7), Florida Statutes, or individuals licensed as set forth in 5ealon 463.105(0fl, (g) or (I), Florida SWultes. Testing Company Company Name: 95 11i-ghtyears, In Phone: .(8551AM11515 I hereby verity that the above butt leakage te"rtg results are in accordance with the 2017 6th Edition Flnrida Building Code Energy Cun—radon requlrements according to the compliance methad,elected above. Signature of Tester: i.sM--J-.. Date of Test: Printed Name of Tester: Austin Blankenship License/Cerlification 0- J87RSA Issuing Authority: RFRAIF=T fCooy of License i Certifidate of the tester must be attached} L O U CL Vf Li. L U z LA Uj ce Certificate of Achievement THIS ACKNOWLEDGES THAT Austin Blankenship HAS MET THE STANDARD REQUIRED BY RESNET, AS A CERTIFIED RATING FIELD INSPECTOR RFI # J87RSA Certification Date: 05/07/2018 Certification Expires: 05/07/2021 ! Tim Smith, RESNET Quality Assurance Designee 15 lightyear's RESNET QA Provider # (1998-199)