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HomeMy WebLinkAbout3728 Saltmarsh Lp- 17-3582; NEW SFHCOUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 18100000 BUILDING APPLICATION #: 18-10000019 BUILDING PERMIT NUMBER: 18-10000019 3d, as3 DATE: January 08•, 2018 J v UNIT ADDRESS: Saltmarsh Lp 3728 17-20-31-502-0000-0040 Ill TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: Park Square Enterprises LLC ADDRESS: 5200 Vineland Road, Suite 200 ORLANDO FL 32811 LAND USE-: Wyndham Preserve - Lot 4 TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3728 SALTMARSH LOOP / WYNDHAM PRESERVE LOT 4 SFR DETACHED FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE ROADS-ARTERIALS CO -WIDE ORD Single Family Hou§§ing 705.00 1.000 ROADS -COLLECTORS N/A dwl unit 705.00 Single Family Hou ling .00 1.000 FIRE aRREE // dwl unit 00 00 LIBRARY CO -WIDE ORD 54.00 1.000SingleFamilyHousiWIDESC dwl unit 54.00 ORD Family Hou7Ang 5,000.00 1.000RKSidwl unit 5,000.00 PAIglleLAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759.00 NNk. Jj STATEMENTf'acv iYT RECEIVEDBY: SIGNATURE: PLEASE PRINT NAME) i% DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NO IFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2- FINANCE 4-LAND MANAGEMENT n NOTE*+ ' 0 . ) PERSONS ARE ADVISED THAT IS IS A STATEMENT OF FEES DUE UNDER THE O SEMINOLECOUNTYROADFIRERESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PE IT. — 'n PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT OR OWNER, J TO_ APPEAL_THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER 1 AND SHOULD REFERENCE THECOUNTYBUILDINGPERMITNUMBERATTHE170PLEFTOFTHISSTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. THIS INSTRUMENT PREPARED BY: Name: Michelle Parkison Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 NOTICE OF COMMENCEMENT Permit Number. Parcel ID Number. 17-20-31-502-0000-0040 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided In this Notice of Commencement 1. DESCRIPTION OF PROPERTY: (Legal description of the property and street address If available) Lot 4 Wyndham Preserve Plat Book 81 / Pages 93-102 3728 Saltmarsh Loop Sanford, FL 32773 GRAFT MALOY, SEMIP40LE COUNTY CiERY, OF CIRCUIT COURT & COMPTROLLER BY 9033 P9 11591 •(1Pss ) CLERK'S T 2018002110 RECORDED 01/05/2018 03:44:13 PM RECORDIK FEES $10.00 RECORDED BY hdevore 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 5. SURETY (if applicable, a copy of the payment bond Is attached): Name: N/A Address: N/A Amount of Bond: N/A S. LENDER: Name: Fifth Third Bank Phone Number. Address; 5050 Kingsley Dr. MD: 1 MOCU Cincinnati, OH 45227 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes. Name: Phone Number. Address: 8. In addition, Owner designates Of to receive a copy of the Lienors Notice as provided In Section 713.13(1)(b), Florida Statutes. Phone number. 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. S"toe of Owmw of es or Lasee's Aulhalzod ors State of _ "Z-\CN- [ a— County of Ov- V•ishaal Gupta, Executive Vice President 01rim.Name and Provide SlVrmoys Title/Mce) The fore7ZAMA Instrument was acknowledged before me this day of by t I itr.. 's personally I wn t me O OR, '• Namaof perjon makingeWefnem who has produced Identification O type of identification produced: r 2 MICHEV PARKISOH J ., yiY r" ••• s tJotary Pulxtic - $181e of Florida Y 1 •r yi C r: ebiarisslon fi GG 157861 ; t^ ;y/ My Comm. Expires Nov 5, 2021 Notary t`ot" ' tirnded Wo* National No1WryA-. r r CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION ell / Application No: Documented Construction Value: $ 1-700 Job Address: 3728 Saltmarsh Loop, Sanford 32771 (Lot 4) Historic District: Yes No Parcel ID: 17-20-31-502-0000-0040 Residential ® Commercial Type of Work: New X Addition Alteration Repair Demo Change of Use Move Description of Work: Construction of new single family residence Plan Review Contact Person: Michelle Parkison Title: Permitting Manager Phone: 407-529-3135 Fax: Email: mparkisont7_,12arksquarehomes.com Property Owner Information Name Park Square Enterprises LLC Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 Phone: 407-529-3000 Resident of property? : Contractor Information Name Park Square Homes/ Vishaal Gupta Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 No Phone: 407-529-3000 Fax: 407-529-3001 State License No.: CRC1330351 Arch. / MJS Home Designs Architect/Engineer Information Arch. 407-629-6711 Name: Eng. / Don Bolden Eng. Phone: Eng, 386-668-7606 Arch./ 250 N. Wymore Rd. Suite B Winter Park FL 32789 Street: Eng./ PO Box 530783, Debary FL 32753 Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 111 YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" Edition (2014) Florida Building Code 2 IDRevisedJune30, 2015 SV kol) 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 zo L I... nin . o /7 I Signature of Owner/Agent Date Signature of Contractor/Agent Date Vishaal Gupta Print Owner/Agent' e SI atu a of Notary -State of Florida Date Y;•., MICHELLE PARKION Notary Public -Stale o1 Florida Commission # GG 157861 II My Comm Expires Nov 5, 2021 v `F " Inmuyh Natbia Noary Assn• O wn to Me or Produced ID Type of ID Print Contractor/AaCnt's Name MICHELLE PARKISON Notary Public - State of FloridaCommission # GG 157861 MY Comm. Expires Nov 5, 202, Bwidetl Ihrtx,, N;HOW NelaryA. Contractor/Agent is ` Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [R Electrical [l Mechanical [@ Plumbing] Gas Roof Construction Type: \1>rj Occupancy Use: f-3 Flood Zone: ATTAc iED Total Sq Ft of Bldg: 30bH Min. Occupancy Load: # of Stories: 2- New Construction: Electric - # of Amps 2"0 Plumbing - # of Fixtures Z-1 Fire Sprinkler Permit: Yes No [? ( # of Heads APPROVALS: ZONING:h UTILITIES: COMMENTS: ENGINEERING: WEE, FIRE: Ok to construct single family home with setbacks and impervious area shown on plan. 3Z • 0 o'IV?- 29q2 Barcelona• A, Gcl_ Fire Alarm Permit: Yes No [r WASTE WATER: BUILDING: rGF 1-,4 -18 Revised: June 30, 2015 Permit Application L l 0• * 25• + 981• + 29329• + 3)335• * 33.35 2• _ 16.675 0• * 33.35 + 16.68 + 50.03 * 0• * CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION r •1' Application NowV t - - Documented Construction Value: S 126,502.00 Job Address: 3728 Saltmarsh Loop, Sanford 32771 (Lot 4) Historic District: Yes No Parcel ][D: 17-20-31-502-0000-0040 Residential © Commercial Type of Work: New Z Addition Alteration Repair Demo Change of Use Move Description of work: Construction of new single family residence Plan Review Contact Person: Michelle Parkison Title: Permitting Manager Phone: 407-529-3135 Fax: Email: mparkison@parksguarehomes.com Property Owner Information Name Park Square Enterprises LLC Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 Phone: 407-529-3000 Resident of property? : Contractor Information Name Park Square Homes/ Vishaal Gupta Street: 5200 Vineland Rd Suite 200 City, State Zip: Orlando, FL 32811 No Phone: 407-529-3000 Fax: 407-529-3001 State License No.: CRC1330351 Arch. / MJS Home DesignsArchitect/Engineer Information Arch. 407-629-6711 Name: Eng. / Don Bolden Eng. Phone: Eng. 386-668-7606 Arch./ 250 N. Wymore Rd. Suite B Winter Park FL 32789 Street: Eno./ PO Box 530783, Debary FL 32753 Fax: City, St, Zip: Bonding Company: Address: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5t° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may 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 andVzoninSignatureofOwner/Agent Date Signature of Contractor/AgDate Vishaal Gupta Print Owner/Agent' e A7 atu a of Notary -State of Florida Date MICHELLE PARKISON Fn lary Public- Stale oI Florida Cotnmissiom A GG 157861 Comm. Expires Nov 5.2021 UUpI NaUw d Ndary Aw. Own to Me or Produced ID Type of ID Vishaal Gupta,----., Print Contractor/A nt's Name ignatur g e MICHELLEPARKISON Nolary Public Stale oI FloridacomQFJ mission p GG 157861 t? My Comm. Expires Nov 5.2021 the N.NOINyAm Contractor/Agent is Personally nown to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No UTILITIES: /W 0'1117 WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application NK! 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: 3728 Saltmarsh Loop Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-0040 Phone Number: 407-529-3000 Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) O"CA US O 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 W, the best available information used to determine the base flood elevation is: BP# 17-3582 Reviewed by: Michael Cash, CFM Date: December 11, 2017 Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use & 1 7- Landscaping in Right -of -Way www.sanfordli.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 Rneewiwtipelow. size and location of the existing right—of-way and use shall be provided or application could be delayed. Callwraeroudla 1. Project Location/Address, 2. Proposed Activity: X Driveway Walkway Other: 3. Schedule of Work: Start Date 4. Brief Description of Work: Completion Date Construction of new driveway for new single family residence This application is submitted by: Properly Owner Signature: 144Print Name: Vishaal Gupta Address. 5200 Vineland Rd Suite 200 Orlando, FL 32811 Phone: (407) 529-3135 Fax: Emergency Repairs Email: mpaddson@parksquarehomes.com Date: l Maintenance Responsibilities/Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the nght-of-way to its previous condition. In the event that any future construction of roadways, utilities. stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity. the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor•s expense and, if necessary, file a lien on the Requestors properly 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 understand the above statement and by signing this application 1 agree to its terms. Signature: Date: T 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: rZ -it '7_o(` Date: November 2015 ROW use Driveway.por LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: ` ° % l 7 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): e specific permit and,,application foI work located at: Street Address) Expiration Date for This Limited Power of Attorney: License Holder Name: Vishaal Gupta State License Number: CRC1330351 Signature of License Holder: STATE OF FLORIDA COUNTY OF Orange 12/31/17 The foregoing instrument was acknowledged before me this _Zday o , 20K'7 , by Vishaal Gupta who is q(personally known to me or o who has produced as identification and who did (did not) take Koath. Notary Seal) 5lgrrature 1\1: 01 Print or type name MICHELLE PARKISON Notary Public — Staleol Florida Notary Public - State of pr Commission #GG,'11MyComm. Expi!es Noy.,,5, 2Q11 Commission No. C=;i bV7WD B0MeA1111wl01%'!Nr:e14,*u>n..!,j. My Commission Expires: Rev. 08.12) REQUIRED INSPECTION SEQUENCE PARK SQUARE HOMES SFR-DETACHED Permit # %1. 3582 Address: %q?-R SrkT n S k 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 1 T Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 Plumbing Sewer 1000 t Plumbing Final 1Vl~ECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 Page 1 of 1 THIS INSTRUMENT PREPARED BY AND O UPON RECORDING, PLEASE RETURN TO: v R. Travis Retz, Esq. GODBOLD, DOWNING, BILL & RENTZ, PA 222 W. Comstock Avenue, Suite 101 Winter Park, FL 32789 GRANT MALOY, SEMINOLE COUNTY LERK OF CIRCUIT COURT & COMPTROLLER BY, 8955 Pga 144-•li7 (4P9s) CLERK'S t 201707BB01 RECTRGED 03/0":/2017 09:40:53 AM DEED DOG TAX £25,116.00 RECORDING FEES V35,'50 ECORDED BY hdevore SPACE ABOVE THIS LINE FOR RECORDING DATA) SPECIAL WARRANTY DEED THIS SPECIAL WARRANTY DEED is made and entered into as of the 2"d day of August, 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 herein, the terms "Grantor" and "Grantee" shall be deemed to include all the parties to this Special Warranty Deed and the heirs, legal representatives and assigns of individuals and the successors and assigns of corporations. The singular shall be deemed to include the plural, and vice versa, where the context so permits. WITNESSETH: THAT, for and in consideration of the sum of Ten and No/100 Dollars ($10.00) and other good and valuable considerations, the receipt and sufficiency of which is acknowledged by Grantor, Grantor hereby grants, bargains, sells, conveys and confirms unto Grantee all that certain real property together with the improvements thereon (hereinafter collectively referred to as the "Real Property") in Seminole County, Florida, more particularly described as follows: See Exhibit "A" attached hereto and incorporated herein by this reference. TOGETHER WITH all the tenements, hereditaments and appurtenances thereto belonging or in any way appertaining. TO HAVE AND TO HOLD the same unto Grantee in fee simple, forever. AND Grantor hereby fully warrants the title to the Real Property and will defend the same against the lawful claims of all persons claiming by, through or under the Grantor, but not otherwise; the foregoing subject to, real estate taxes or assessments for 2017 and the matters set forth on Exhibit "B" attached.hereto and incorporated herein by this reference, all of which, by reference hereto, shall -not serve to reimpose same. - Book8965/Pagel44 CFN#2017078301 Page 1 of 4. http://officialrecordsbv.seminoleclerk.org/BrowserView/ 8/24/2017 Page 1 of 1 IN WITNESS WHEREOF, Grantor has caused this Special Warranty Deed to be executed as of the day and year first above written. Signed, Sealed and Delivered in the Presence of: U Print Name-&-Le eSr— (n Pa Pe — Print Name: R. Travis Rentz STATE OF FLORIDA COUNTY OF ORANGE GRANTOR: BRISSON INVESTMENTS LLC, a Florida limited liability company By: M— - RoVert tkiss Authori epresentative The foregoing instrument was acknowledged before me this 2 7 — day of July, 2017, by Robert Zlatkiss, as Authorized Representative of Brisson Investments LL;C, a Florida limited liability company, on behalf of said entity. He is personally known to me or has e ss aoNua z wr axom W eow.enwNOWrnaeudr.r. Notary Public, tate of on Seal) Book8965/Page145 CFN#2017078301 Page 2 of 4 http://officialrecordsbv.seminoleclerk.org/BrowserView/ 8/24/2017 Page 1 of 1 Exhibit "A" Legal Description Lots 3, 4, 5, 8, 9, 13, 14, 15, 46, 47, 50, 51, 55, 56, 57, 58, 93, 94, 95, 99, 100, 104, 105, 106, 107, 108, 112, 113, 114, 115, 139, 140, 141, 142, 143, 144, 149, 150, 155, 156, 157, 162, 163, 164, 179, 180, 210, 211, 212, 216, 217, 218, 219, 220, 221, 224, 225, 229, 230, 231, 237 and 238, Wyndham Preserve, according to the Plat thereof as recorded in Plat Book 81, Pages 93 through 102, inclusive, Public Records of Seminole County, Florida. Book8965/Page146 CFN#2017078301 Page 3 of 4 http://officialrecordsbv.seminoleclerk.orgBrowserView/ 8/24/2017 Page 1 of 1 Exhibit "B" Permitted Exceptions l . Annexation Ordinance recorded October 13, 2005 in Book 5950, Page 1143. 2. City of Sanford Development Order No. 12-20 recorded August 16, 2012 in Book 7835, Page 76; re -recorded October 5, 2012 in Book 7870, Page 613; and corrected and recorded September 11, 2014 in Book 8330, Page 60. 3. Cooperation Agreement between Serengeti Properties, LLC, a Florida limited liability company and Brisson Investments LLC, a Florida limited liability company, recorded October 31, 2012 in Book 7889, Page 598 and Amendment to Cooperation Agreement recorded October 26, 2016 in Official Records Book 8793, Page 289. 4. Provisions of Wyndham Preserve, recorded in Plat Book 81, Pages 93 through 102, inclusive. 5. - Declaration and Dedication of Avigation Easement and Related Covenant and Agreements recorded May 17, 2017 in Book 8916, Page 1019. 6. Declaration of Covenants, Conditions, Easements and Restrictions for Wyndham Preserve recorded July 5, 2017 in Book 8947, Page 158. Notice of Commencement recorded July 12, 2017 in Book 8951, Page 634 (as to Lot 112). 8. Notice of Commencement recorded July 12, 2017 in Book 8951, Page 635 (as to Lot 113). Notice of Commencement recorded July 12, 2017 in Book 8951, Page 636 (as to Lot 114). 10. Zoning, ordinances and/or restrictions and prohibitions imposed by governmental Authorities. Book8965/Page147 CFN#2017078301 Page 4 of 4 http://officialrecordsbv.seminoleclerk.org/BrowserView/ 8/24/2017 RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 004 Barcelona A LHG Bed4 - S Builder Name: One Stop Cooling and Heating eUlLpjyC Street: 3728 Saltmarsh Loop Permit Office: City of Sanford City, State, Zip: Sanford, FL, Vl`;? 771 Permit Number: 17 - 3 5 8 2 SANFO ROOwner: Park Square Homes Jurisdiction: 1500 O Design Location: FL, Orlando County:: Seminole (Florida Climate Zone gRTM1tr 1. New construction or existing New (From Plans) 9. Wall Types (2939.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1539.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 1194.70 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R-11.0 205.33 ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (1502.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1502.00 ft2 6. Conditioned floor area above grade (W) 2413 b. N/A R= ft2 Conditioned floor area below grade (W) 0 c. N/A R= ft2 11. Ducts R f12 7. Windows(286.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 482.6 a. U-Factor: Dbl, U=0.55 165.00 ft2 SHGC: SHGC=0.22 b. U-Factor: Dbl, U-0.58 64.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 47.0 SEER:16.00 c. U-Factor: Dbl, U=0.54 57.00 W SHGC: SHGC-0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 45.5 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 2.515 ft. Area Weighted Average SHGC: 0.233 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2413.0 sqft.) Insulation Area EF: ,90Q, 0_ a. Slab -On -Grade Edge Insulation R=0.0 1186.00 HZ b. Conservation features b. Floor Over Other Space R=0.0 911.00 f12 None c. other (see details) R= 316.00 ft2 15. Credits Pstat Glass/Floor Area: 0.119 Total Proposed Modified Loads: 69.70 PASSTotalBaselineLoads: 72.62 I hereby certify that the plans and specifications covered by Review of the plans and HE STq, this calculation are in compliance with the Florida Energy specifications covered by this ti0' ' ; Code. Digitalysigned byRafael calculation indicates compliance r,,, ; r,. , • Rafael lzquierdo,uqui,,do with the Florida Energy Code. Date. zot7.0 a to 7ss asoa PREPARED BY: Before construction is completed us DATE: this building will be inspected for s compliance with Section 553.908 fs I hereby certify that this building, as des' ed, is in compliance Florida Statutes. with the Florida Energy Code. OD tNE' OWNER/AGENT: BUILDING OFFICIAL: DATE: /7 DATE: Compliance requires certification b the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accord ce with R403.2.2.1. Compliance requires an Air Barrie -and Insulation Inspection Checklist in accordance with R402.4.1.1 and starting July 1, 2017 this project requires an envelope leakage test report with envelope leakage no greater than 7.0 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 12/1 /2017 4:05 PM EnergyGaugeO USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Lot 004 Barcelona A LHG Be Bedrooms: 4 Address Type: Lot Information Building Type: User Conditioned Area: 2413 Lot # 4 Owner: Park Square Homes Total Stories: 2 Block/SubDivision: WP of Units: 1 Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 0 Street: 3728 Saltmarsh Loop 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, New/Existing: New (From Plans) Comment: CLIMATE IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5 % 2.5 % Winter Summer Degree Days Moisture Range FL, Orlando FL_ORLANDO_INTL_AR 2 41 91 70 75 526 44 Medium BLOCKS Number Name Area Volume 1 Blockl 2413 20845.8 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 1186 11029.8 Yes 1 1 1 Yes Yes Yes 2 2nd Floor 1227 9816 No 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor ---- ---_ 141 ff2 11 0.29 0 0.71 2 Floor over Garage 2nd Floor _--- ---- 175 ft2 11 0.29 0 0.71 3 Slab -On -Grade Edge Insulatio 1 st Floor 128 ft 0 1186 ft2 0.29 0 0.71 4 Floor Over Other Space 2nd Floor _--- ---- 911 ft2 0 0.29 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1680 f12 0112 Dark 0.9 N 0.9 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1502 ft2 N N 12/1/2017 4:05 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 30 Blown 1502 ft2 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Io Wall Type1 Space E Exterior Frame - Wood 2nd Floor 11 55 6 9 0 499.5 tt2 0 0.25 0.8 0 2 E Exterior Concrete Block - Int Insul 1st Floor 4.1 45 0 9 4 420.0 ft2 0 0 0.8 0 3 S Exterior Frame - Wood 2nd Floor 11 30 0 9 0 270.0 ft2 0 0.25 0.8 0 4 S Exterior Concrete Block - Int Insul 1st Floor 4.1 8 0 9 4 74.7 ft2 0 0 0.8 0 5 W Exterior Frame - Wood 2nd Floor 11 55 6 9 0 499.5 W 0 0.25 0.8 0 6 W Exterior Concrete Block - Int Insul 1st Floor 4.1 45 0 9 4 420.0 ft2 0 0 0.8 0 7 N Exterior Frame - Wood 2nd Floor 11 30 0 9 0 270.0 ft2 0 0.25 0.8 0 8 N Exterior Concrete Block - Int Insul 1st Floor 4.1 30 0 9 4 280.0 ft2 0 0 0.8 0 9 Garage Frame - Wood 1st Floor 11 22 0 9 4 205.3 ft2 0 0.25 0.8 0 DOORS Omt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Insulated 1st Floor None 39 3 8 24 W 2 Wood 1st Floor None 39 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 E 1 Metal Low-E Double Yes 0.55 0.22 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 2 E 1 Metal Low-E Double Yes 0.54 0.25 6.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 3 E 1 Metal Low-E Double Yes 0.54 0.25 15.0 W 1 tt 0 in 1 ft 0 in Drapes/blinds None 4 E 2 Metal Low-E Double Yes 0.55 0.22 15.0 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds None 5 E 2 Metal Low-E Double Yes 0.54 0.25 4.0 W 8 ft 0 in 1 It 4 in Drapes/blinds None 6 S 3 Metal Low-E Double Yes 0.55 0.22 15.0 ft2 1110 in 1 ft 0 in Drapes/blinds None 7 S 3 Metal Low-E Double Yes 0.54 0.25 4.0 1112 1 ft 0 in 1 ft 0 in Drapes/blinds None 8 S 3 Metal Low-E Double Yes 0.54 0.25 12.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 9 W 5 Metal Low-E Double Yes 0.55 0.22 15.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 10 W 5 Metal Low-E Double Yes 0.54 0.25 12.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 11 W 6 Metal Low-E Double Yes 0.55 0.22 45.0 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds None 12 W 6 Metal Low-E Double Yes 0.54 0.25 4.0 ft2 1 tt 0 in 11 It 0 in Drapes/blinds None 13 N 7 Metal Low-E Double Yes 0.55 0.22 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 14 N 8 Metal Low-E Double Yes 0.55 0.22 30.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 15 N 8 Metal Low-E Double Yes 0.58 0.25 64.0 ft2 7 ft 4 in 1 ft 4 in None None 12/1/2017 4:05 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 455 fie 384 ft2 64 It 9.3 It 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000384 2432 133.51 251.09 .3453 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 45.5 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 47 kBtu/hr 1410 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 70 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 6 482.6 ft Attic 120.65 Prop. Leak Free 2nd Floor --- cfm 72.4 cfm 0.03 0.50 1 1 12/1/2017 4:05 PM EnergyGaugeO USA - v5.1 - Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coo lin ( Jan Heating [ Jan r Feb X} Feb Mar MMar AprfApr I MaMay4 Jun Jun Jul4Jul AugX] Aug Se Sep Oct Oct Nov Nov Dec Dec Ventin [) Jan Feb Mar X] A r May l Jun Jul Au 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 (W D) 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 12/1/2017 4:05 PM EnergyGaugeS USA - v5.1 - Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 Florida Department of Business and Professional Regulations Residential whole uilding Performance and Prescriptive Methods ADDRESS: 3728 Saltmarsh Loop Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. 0 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verity that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. 0 R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes or individulas 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. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square toot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square toot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psi (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 0 R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 0 R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. 0 R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction . or rough -in testing below. Duct tightness shall -be verified by testing to Section 803 of the RESNET Standards by either 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" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: 1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 1211/2017 4:05 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. 0 R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105•F (41 •C) or below 55•F (13•C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. 0 R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. 0 R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 31/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. 0 R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100•F to 140•F (38•C to 60•C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main bumer(s) of combustion types of service water heating systems to be turned off. O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. p R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. 0 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and healing equipment. O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.611 Cooling equipment capacity. Cooling only equipment shall be selected so that Ins -total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 12/ 1/2017 4:05 PM EnergyGaugeO USA - v5.1 - - Section R405.4.1 Compliant Software Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. D R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. p R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55•F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40•F. D R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21,56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. D , RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights D R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 12/1/2017 4:05 PM EnergyGauge® USA - v5.1 - - Section R405.4.1 Compliant Software Page 3 of 3 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX" = 96 The lower the EnergyPerformance Index, the more efficient the home. 3728 Saltmarsh Loop, Sanford, FL, 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=11.0 1539.00 ffz b. Concrete Block - Int Insul, Exterior R=4.1 1194.7002 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R-11.0 205.33 ffz 4. Number of Bedrooms 4 d. N/A R= ftz 10. Ceiling Types Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R-30.0 1502.00 ffz 6. Conditioned floor area (ffz) 2413 b. N/A R= ftz 7. Windows" Description Area c. N/A R= ftz a. U-Factor: Dbl, U=0.55 11. Ducts 165.00 ftz a. Sup: Attic, Ret: Attic, AH: 2nd Floor R ftz 6 482.6 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 64.00 ftz SHGC: SHGC=0.25 12. Cooling systems kBtu/hr Efficiency c. U-Factor: Dbl, U=0.54 57.00 ftz a. Central Unit 47.0 SEER:16.00 SHGC: SHGC=0.25 d. U-Factor: N/A ffZ 13. Heating systems kBtu/hr EfficiencySHGC: a. Electric Heat Pump 45.5 HSPF:9.00 Area Weighted Average Overhang Depth: 2.515 ft. Area Weighted Average SHGC: 0.233 8. Floor Types Insulation Area 14. Hot water systems Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1186.00 ffz a. Electric EF: 0.9 b. Floor Over Other Space R=0.0 911.00 ff2 c. other (see details) R= 316.00 ftz b. Conservation features 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 com ' nt fe es. Builder Signature: Date: d / Address of New Home: } j isG City/FL Zip: j ` f ESr4 v WE 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. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 12/1/2017 4:05 PM EnergyGauge® USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 Project SJob: L0004BarceloreALHG... wrightsoft` Summary ummaDate: 10/17/2017 Entire House By-• LFninc One Stop Cooling and Heating 7225 Sardscove Cool, Wirier Park FL 32792 Phone: (407) 629.6920 Fax: (407) 629.9307 Web: wwwOreStopCoolirg.com Licerce: CAC032444 For: Park Square Homes 3728 Saltmarsh Loop, Sanford, FL Notes: Weather: Orlando Intl AP, FL, US Winter Design Conditions Outside db 42 OF Inside db 68 OF Design TD 26 OF Heating Summary Structure 22587 Bluh 34 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 26035 Btuh Infiltration Method Construction quality Fireplaces Simplified Average 0 Heating Coolingg Area ( ft 2536 251 Volume ( 1`13) 23181 23181 Air changes/hour 0.41 0.21 Equiv. AVF (ctm) 158 81 Heating Equipment Summary Make Trane Trade TRANE Model 4TW R6048H1 AHRI ref 7563627 Efficiency Heating input Heating output Temperature rise Actual airflow Air flow factor Static pressure Space thermostat Capacity balance point = 27 OF 9 HSPF 45500 Btuh @ 470F 0 0 cfm 0 cfm/Btuh 0. 50 in H2O Summer Design Conditions Outside db 92 OF Inside db 74 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 49 grRb Sensible Cooling Equipment Load Sizing Structure 22714 Btuh cts 70 CentralIvent (0 cfm) BBtuh none) Blower 0 Btuh Use manufacturers data n Rate/ swing multiplier 0.97 Equipment sensible load 31843 Btuh Latent Cooling Equipment Load Sizing Structure 3679 Btuh Ducts 2079 Btuh Central vent (0 cfm) 0 Bluh none) Equipment latent load 5757 Bluh Equipment Total Load (Sen+Lat) 37601 Btuh Req. total capacity at 0.75 SHR 3.5 ton Cooling Equipment Summary Make Trane Trade TRANE Cond 4TWR6048H1 Coil TEM6AOD48H41++TDR AHRI' ref 7563627 Efficiency 13.0 EER,16 SEER Sensible cooling 35250 Btuh Latent cooling 11750 Btuh Total cooling 47000 Btuh Actual airflow 1567 cfm Air flow factor 0.048 cfm/Btuh Static pressure 0.50 in H2O Load sensible heat ratio 0.85 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrisai tsoa t- 2017•Dec-0115.4519 Righ• Sule®Llriversa1201818.0.04 RSU16202 Page 1 d E PL TempNLol 004 Barcelore A LHG Bed4 • S.np Calc = MJ8 Froa Door faces S 0 wrighttsoft- Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardsoove Cont. Wirier Park FL 32792 Phone (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreStopCoolirg com Licerse. CAOD32444 Job: Lot 004 Barcelorm A LHG Bed.. Data: 10/17/2017 By. LF/MC i Room name Entire House FOY 2 Exposed wall 299.0 0 17.0 11 3 Room lteigM 9.1 It d 93 If heatbod 4 5 Roomdmereorts Room area 2535.8 V I x 1595 tl 1595 1R Ty Corvwumon U•value Or HTM Area (1) Load Area (I) Load number BbjhW-n BbihAM or perimeter (4) Bluh) or perimeer (II) BWh) Heat Cool Gross N/P/S Heat Cod Gross N/P/S Heat Cod 6 v 128.09N 0.097 ne 2.53 2.82 500 464 1173 1306 0 0 0 0 4NS2om 41E5.21m O-%0 O.540 ne ne 1435 14.09 22.14 2359 1s 6 0 0 215 85 332 142 0 0 0 0 0 0 0 0 G IL-_G 4B5-21n 0.540 ne 14.09 2359 1s 0 211 354 0 0 0 0 V j13A- 4os11 0.143 ne 3.73 2.90 419 400 1491 1157 84 69 256 199 4A5-2om 4B5.21n_ 0.550 0.540 ne ne 1435 14.09 22.14 2359 15 4 0 0 215 56 332 94 15 0 0 0 215 0 332 0 12B-09N 0.097 se 2.53 2.82 270 239 605 673 0 0 0 0 4A5.2om 0.5W se 1435 21.42 is 2 215 321 0 0 0 0 485.21M 0.540 se 14.09 20.81 4 1 56 83 0 0 0 0 4135-2hn 0.540 se 14.09 2190 12 3 169 263 0 0 0 0 1ql 13A-flocs 0.143 se 3.73 2.90 74 50 188 146 74 50 188 146 0 11 DO 0390 se,10.18 1227 24 24 244 294 24 24 244 294 1213-09v 0.097 sw 2.53 2.82 500 473 1196 1331 0 0 0 0 4A5.2Dm O5W sw 1435 21A2 15 2 215 321 0 0 0 0 4135-21n O.540 sw 14.09 20.81 12 4 169 250 0 0 0 0 13A-4os 0.143 sw 3.73 2.90 419 370 1379 1070 0 0 0 0 4A5-2Dm O550 sw 1435 2257 45 0 646 1016 0 0 0 0C 4B5.21m 1213-09w 4A5-2om O540 0.097 0.650 Sw rw rrw 1409 2.53 1435 24.09 2.82 2214 4 270 30 0 240 0 56 608 431 96 676 664 0 0 0 0 0 0 0 0 0 0 0 0 Vp/ 13A-4os 0.143 rtw 3.73 290 279 185 690 536 0 0 0 0 4A5-2om 0.550 nw 1435 22.14 30 0 431 664 0 0 0 0G Izi P L-D 4A5.20md 12C-09w 11 DO 0580 0.091 0390 nw n 15.14 238 10.18 27.72 1.51 1227 64 205 21 0 183 21 969 435 217 1774 276 262 0 0 0 0 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.84 1.76 1513 1513 1264 2660 0 0 0 0 F 19A-Obsm D295 2.89 2.04 140 140 404 285 0 0 0 0 F 19C-19c= 0.049 0.44 031 175 175 78 55 0 0 0 0 F 22A-Ipm 1.180 30.80 0.00 1198 128 3942 0 160 17 524 0 6 c) AED excursion 793 29 Emelope lo n 18056 18228 1428 942 12 a) Irdilraton 4531 1636 262 95 b) -Room ventilation 0 0 0 D 13 Internal gains O=vartts@ mo 5 1150 0 0 Ap 4vxesWw 170D 0 Subtotal (lines 6ID 13) 22587 22714 1690 1037 Less wsamal load 0 0 0 0 Leslrarder 0 0 0 0 Redistibubon 0 0 1690 1037 14 Subtotal 22587 22714 0 0 Ducl loads 15°/ 44°/ 3448 9979 161/ 509/6 0 0 r Total room bad 1 26035 32893 0 0 Air required (dm) 0 1567 1 1 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wr`gFstsolt- 2017-DBc-0115:4519 F4gh-StiteOUriversal201818.004 RSU16202 page 1 d EPL Templot 004 BameloreA LHG Bed4 - Snp Calc = M18 Frort Door faces: S wrightsofir Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court Wirter Park FL 32792 Phore (407) 629.6920 Fax: (407) 629 - 9307 Web: wwwOreStopCoolirg.com Ucerse: CA0032444 Job: Lot 004 Barcelona A LHG Bed.. Date: 10/17/2017 By: LF/MC 1 Room name LOFT DIN 2 E 17.0 1 33D fl 3 Room height 9.0 ft healb001 93 11 heatbool 4 Room dimensions; 1.0 x 2975 11 135 x 12D It 5 Room area 2975 W 162.0 fF Ty Corutruction U-vvalue Or HTM Area (f) Load Area (W) Load number BNh4F g or perimeter (11) BWh) or perimeter (11) BWh) Heat Cool Gross N/Pr. Heat Cod Gross NIP/S Heat Cod 6 fly 12B-0sw 0 ne 253 2. 23 23 57 63 0 0 0 0 4A5.2D2om 485.21n O5WS50 0540 ne ne 1435 14.09 22.141414 2359 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0IEG. G 485.21n 0S40 ne 14.09 2359 0 0 0 0 0 0 0 0 11 13A-40cs 0.143 ne 3.73 2.90 0 0 0 0 112 112 417 323 4A5.2Dm 0550 ne 1435 22.14 0 0 0 0 0 0 0 0 485-21n 0540 ne 14.09 2359 0 0 0 0 0._ 0 0 0 0 se 253 2 0 0 0 0 0 0 0 0 4A5.20m 05W550 se 1435 21A1.42 0 0 0 0 0 0 0 0TE 12B-05w 485.21n 0540 se 14JD9 2D81 0 0 0 0 0 0 0 0 485-21m 0540 se 14.09 2190 0 0 0 0 0 0 0 0 t-D3.7313A-flocs 0.143 se Z90 0 0 0 0 0 0 0 0 11 DO 03W se 1018 1227 0 0 0 0 0 0 0 0 1213•Olsw 0097 sw 253 2.82 131 119 300 334 0 0 0 0 4A5.2om 05W sw 1435 21.42 0 0 0 0 0 0 0 0 485.21m 0540 sw 14.09 20BI 12 4 169 250 0 0 0 0 W/ 13A-4ocs 0.143 sow 3.73 2.90 0 0 0 0 70 70 260 202 4A5.2Dm 0550 sw 1435 2257 0 0 0 0 0 0 0 0 485-21n 0.540 sw 14.09 24.09 0 0 0 0 0 0 0 0 1213-09w 0.097 rw 253 2.82 0 0 0 0 0 0 0 0 4A5.2wn 0550 rwv 1435 22.14 0 0 0 0 0_ 0 0 0 y/ 13A-4oc; 0.143 nw 3.73 2.90 0 0 0 0 126 96 357 277 4A5.20m 05W nw 14.35 22.14 0 0 0 0 30 0 431 664 P L--D 4A5.2omd 12C•09w 0580 0.091 nw 15.14 238 27.72 151 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 DO 03% n 10.18 1227 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 298 298 248 523 162 162 135 285 F 19A-Obscp 0295 2.89 2.04 0 0 0 0 0 0_ 0 0 F 19C-19rsoa 0.049 0.44 031 12 12 5 4 0 0 0 0 F 22A-Ipm 1.180 30M 0.00 0 0 0 0 162 33 1016 0 6 c) AED excursion 43 158 Envelope lossfon 780 1217 2616 1909 12 a) Infiltration 254 92 509 184 b)• Room ventilation 0 0 0- 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliarlcesbt o 0 0 Subtotal (lines6ID 13) 1 1034 1308 3125 2093 LesseAemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 166 219 0 0 14 Subtotal 1200 1527 3125 2093 15 Dud loads 1 150/ 38% 175 581 161/ 50°/ 493 1044 Total room IDO 1375 2109 3618 3136 Air required (dm) 0 101 0 150 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. wrlghtsoTl 2017-Dec15:45:19 Righ- Sute®Uriversal201818.0.04 RSU16202 Page 2 d EPL Temp'Lot 004 BarceloreA LHG Bed4 - SnQ Calc - NUB Frort Door faces: S F wrightsoft' Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardseove Cowl W irler Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreStopGoolirg.com Uoerse: CA0032444 Job: Lot 004 Barcelona A LHG Bed.. Date: 10/17/2017 By- LF/MC 1 Room name GATH Krr 2 Evosed wall 325 B 125 fl 3 Room height 93 fl heatbod 93 If heakool 4 5 Room dimertsore Room area 1.0 x 2915 11 2915 fF 135 x 125 B 168.8 tF Ty ED on U-value Or HTM Area (II) Load Area (I) LoadnCo. umber BUrh4 -9 BtuhM or perimeler (fl) Bluh) or perimeler (D) BGrh) Heal Cod Gross NIPS Heat Cod Gross NIPS Heat Cool s Vj! 1213•Osw 0. ne 2. 0 0 0 0 0 0 0 0 4AS2om 485.21m o.550550 0540 ne ne 143543s 14.09 72.1414 2359 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 485-21m _ 13A-4os 0540 0.143 ne ne 14.09 3.73 2359 Z90 0_ 0 0 0 0 0 0 0 0 116 0 116 0 434 0 337 4A5.2om 0550 no 1435 22.14 0 0 0 0 0 0 0 0 fGGa 4135-21m 0540 ne 14.09 2359 0 0 0 0 0 0 0 0 12B-0sw 0.097 se 253 2.82 0 0 0 0 0 0 0 0 4A5-2Dm 05W se 1435 21.42 0 0 0 0 0 0 0 0 4135.21m 0540 se 14A9 2DS1 0 0 0 0 0 0 0 0 485-21m 13A-4ors 11D0 0540 0.143 0390 se se se 14D9 3.73 10.18 21-90 2.90 1227 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/ 0 1213-Osw 4A5.2om 0.097 05W sw sw zw 1435 2.82 21.42 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4B5.21n 0540 sw 14.09 2181 0 0 0 0 0 0 0 0 1p 13A-4ocs 0.143 sw 3.73 Z90 149 119 443 344 0 0 0 0 I--fi 4A5.2Dm OS50 sw 1435 2257 30 0 431 677 0 0 0 0 I- 4135.21n 0540 sw 14.09 24.09 0 0 0 0 0 0 0 0 1213•Osw 4A5.2an 0.097 05W rrw rrw 253 1435 2.82 22.14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 lq/ 13A-4ocs 4A5.2Dm 0,143 05W rrw rrw 3.73 1435 2.90 22.14 153 0 89 0 334 0 259 0 0 0 0 0 0 0 0 0 L_ G P L--D 4A5.2omd 12C-Osw 11 DO 05W 0.091 0-M rrw n 15.14 238 10.18 27.72 1.51 1227 64 0 0 0 0 0 969 0 0 1774 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B•30ad 0.032 084 1.76 0 0 0 0 14 14 11 24 F 19AVoscp 0295 289 2.04 0 0 0 0 0 0 0 0 F 19C•19MOD 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22A-Ipm 1,180 3080 0.00 292 33 1001 0 169 13 385 0 6 c) AED excursion 562 68 Envelope loss/gain 3178 3617 830 292 12 a) Infiltration 502 181 193 70 b) Room venfilalion 0 0 0 0 13 hiernalgains: Ooavants@ 230 0 0 0 0 Applianc esbther 0 120D Subtotal pines 6lD 13) 3679 3798 1023 1562 Less exlemalload 0 0 0 0 Lesstrarder 0 0 0 0 Redisbibulion 520 285 500 192 14 Subotal 4199 4083 1523 1754 15 Duct loads 663 2036 16% 50% 240 875 Total room bad 48% 6119 1763 262E Air required (dm) 0 293 1 1 0 126 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f wr`ghtsofe 2017-Dee-011545:19 AM Right-Srile®Uriversal 201818.0.04 RSU16202 Page 3 d EPL Temptol004 Barcelona LHG Sed4 - S rrp Cale -NUB From Door tapes: S wrightsofC Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Cowl, Wirier Park FL 32792 Phore: (407) 629. 6920 Fax. (407) 629 - 9307 Web: wwwOreSlopCoolirg oom License: CA0032444 Job: Lot 004 Barcelona ALHG Bed.. . Date: 10/17/2017 By. LF/MC 1 Room name BED2 WIC 2 Exposed wall 105 II 5A 11 3 Room height 93 tl heatbool 93 11 heaU000l 4 5 Room dimension Room area 11.0 x 105 It 1155 tF 5.0 x 5.0 n 25.0 1F Ty Cordon U•value Or HTM Area (t'F) Load Area (1) Load number BbjhW- F) BUrhM or perimeter M Btuh) or perimeler (4) BWh) Heat Cod Gross WP/S Heat Cod Gross N/P/5 Heat Cool s w 0.Os7 ne 253 2 82 0 0 0 0 0 0 0 0 4A5-24A5.2om 4B5-21m OS60 0540 ne ne 1435 14.09 22.14 2359 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0TE 4135-21n 0540 ne 14A9 2359 0 0 0 0 0 0 0 0 11 13A-40cs 0,143 ne 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 4135-21n 0550 0540 0.097 ne ne se 1435 14D9 22.14 2359 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 4AS2Dm 4135- 21m 0550 0540 se se 1435435 14. 09 1A2 21.42 2M 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ti12B-09w 4B5- 21n 0.540 se 14.09 21.90 0 0 0 0 0 0 0 0 y/ 0 13A- flocs 11 DO 0. 143 0390 se se 3. 73 10. 18 2. 90 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12B- Osry 4A5. 2Dm 0. 097 0550 sw sw 253 1435 2. 82 21 A2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4B5- Zm 0540 sw 14.09 20.81 0 0 0 0 0 0 0 0 13A- 40cs 0.143 sw 3.73 2.90 98 83 308 239 47 47 174 135 4A5. 2om OSW sw 14.35 2257 15 0 215 339 0 0 0 0 4B5- 21m 0540 sw 14.09 24.09 0 0 0 0 0 0 0 0 y/ 128.Osw 0.097 r1w 253 2.82 0 0 0 0 0 0 0 0 t- C4A5.2Dm 0.5W nw 1435 2214 0 0 0 0 0 0 0_ 0 1q/ I- C 13A- 4x5 4A5. 2Dm 0. 143 OS% nw nw 3. 73 1435 290 22. 14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2R LD 4A5. 2omd 12C- 05w 0580 0. 091 nw 15.14 238 27. 72 151 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11DO 0390 n_ 10.18 1227 0 0 0 0 0 0 0 0 C 16B-30ad 0 032 0.84 1.76 0 0 0 0 0 0 0 0 F 19A-Uxm 0295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19csICD 0049 0.44 031 0 0 0 0 0 0 0 0 F 22A-4)m 1,180 30.80 0.00 116 11 323 0 25 5 154 0 6 c) AED excursion 64 7 Emelope loss/gain 847 642 328 128 12 a) InMtation 162 59 77 28 b) Room verllilation 0 0 0 0 13 hlernalgans: O=parlts@ 230 1 230 0 0 Applianoesrotw 0 0 Subtotal ( lines 6 ID 13) 1009 931 405 156 Lessextemalload 0 0 0 0 Lesstarder 0 0 0 0 Redistribution 372 228 0 0 14 Subtotal 1381 1159 405 156 15 Dugloads 218 578 1V1. 501. 64 78 Trial room bad 1599 1737 469 233 Air required ( dm) 0 83 1 1 0 11 Calculations approved bVACCA to meet all requirements of Manual J 81h Ed. 1'} wr gF ts4R. - 2017-DBe-01 15.45:19 A^ F09N- Sate®Uriversal201818.0.04RSU16202 Page d E PL TempV-ol 004 Barcelore A LHG Bed4 - S rup Calc = M18 Frort Door laces: S wrightsofr Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sardsoove Court, Wirter Parr FL 32792 Phone: (407) 629 - 6920 Fax, (407) 629. 9307 Web: wwwOreStopCoofirg.corn License: CA0032444 Job: Lot 004 Barcelona A LHG Bed.. Date: 10/17/2017 By. LF/MC 1 Room name HALL STR1 2 Exposed wall 0 ft 8.0 4 3 Room helghl 93 11 heaftol 93 fl heaftol 4 5 Room dmensions Room area 1.0 x 44.0 11 44.0 IF 1.0 ' x 70.0 It 70.0 IF Ty ConsIruMon U•value Or HTM Area (IF) Load Area (It) load number BWNA +) BWIM or perimeler (11) BWh) or perimeter (11) Bluh) Heat Cool Grass NIPIS Heat Cool Gross NIPS Heat Cool 6 12B-09N 4A5.2om 485-21m O.097 0.550 0.540 no ne ne 2.53 1435 14.09 2.82 22.14 2359 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 LE-- GG 11 4B5-21m 13A-4ocs O,540 0.143 no ne 14A9 3.73 2359 2.90 0 0 0 0 0 0 0 0 0 74 0 74 0_ 278 0 215 C 4A5.2om O5W ne 14.35 22.14 0 0 0 0 0 0 0 0 C 4B5.21m O.540 ne 14.09 2359 0_ 0 0 0 0 0 0 0 128-09N 0.097 se 253 2.82 0 0 0 0 0 0 0 0 4A5.2om 0550 se 1435 21.42 0 0 0 0 0 0 0 0 C 4135.21n OS40 se 14.09 2M 0 0 0 0 0 0 0 0 Imo; 1q/ 4B5-21n 13A-4ocs 0540 0.143 se se 14.09 3.73 21.9D 29D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D 11 DO 0390 se 10.18 1227 0 0 0 0 0 0 0 0 1213-09v 0.097 sw 2.53 2.82 0 0 0 0 0 0 0 0 4A5.2om 05W sw 1435 21.42 0 0 0 0 0 0 0 0 4B5.21m 0540 sw 14.09 20.81 0 0 0 0 0 0 0 0 13A•40o; 0.143 sw 3.73 2.90 0 0 0 0 0 0 0 0 C 4A5.2Dm 0.550 sw 1435 2257 0 0 0 0 0 0 0 0 VY G 4B5.21n 12B-09w 4A5-20m 0.540 0.097 0.550 sw r1w nw 14.09 253 1435 24.09 282 2214 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 2 13A-4ocs 4A5.2om 0.143 0.55o r1w nw 3.73 1435 290 22.14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2Dmd 12C-09w OS80 0.091 rw 15.14 238 27.72 151 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0P L.-D 11D0 0290 n 10.18 1227 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 0 0 0 0 0 0 0 0 F 19A-Obscp 0295 219 2.04 0 0 0 0 0 0 0 0 F 19C-19= 0.049 0.44 031 0 0 0 0 0 0 0 0 F _ 22A-pm 1,180 3D.80 0.00 44 0 0 0 70 8 246 0 6 c) AED excursion 0 11 Envelope loss/gain 0 0 524 205 12 a) Inbllrabon 0 0 123 45 b) Room vendlalion 0 0 0 0 13 Memalgains: Ooaipanls@ 23D 0 0 0 0 Appliancesrotw 01 1 0 Sublatal (hues 61D 13) 0 0 648 249 Low exlemalload 0 0 0 0 Lessb'ansbar 0 0 0 0 Redistribution 0 0 648 249 14 StbtUfal 0 0 0 0 15 Dud loads 16°/ 50°/ 0 0 16 6 50°/ 0 0 Total room bad 0I 0 0 0 Air required (dm) 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 81h Ed. pit- wr1 gF lsoft- 2017-Dec-01 ISA5:19 Right-Spite®Uriversa1201818.0.04 RSU16202 Page 5 d EPL Temptot 004 BarceloreA LHG Bed4 - S.np Calc - NUB Frort Door faces: S wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardsoove Court, Wirter Park FL 32792 Plnre: (407) 629 - 6920 Fax: (407) 629. 9307 Web wwwOneStopCDolirg.com Ucerse: CAC032444 Job: Lot 004 BarcelonaA LHG Bed.. , Date: 10/17/2017 By. LF/MC 1 Room name BTH1 LAUN 2 Exposed well 6.0 0 35 0 3 Room togto 93 0 heaftol 93 0 heat/cool 4 5 Room dimensions • Room area 115 x 6.0 0 69. 0 fF 1 A x 93.0 0 93. 0 tF Ty ConoWon U•value Or HTM Area (W) Load Area (fl) Load number AMR-n or perimeter (0) BWh) or perimeler (4) Bluh) Heat Cod Gross N/P/S Heat Cool Gross NIPS Heat Cool 6 Vj! 128.Osw 0 097 no 2.53 2. 0 0 0 0 0 0 0 0 4A 2om OS60 ne 1435 22.1414 0 0 0 0 0 0 0 0 IE-.- L--( CG^ 4135.21m 0540 ne 14.09 2359 0 0 0 0 0 0 0 0 4135. 21m O-540 ne 14.09 2359 0 0 0 0 0 0 0 0 11 13A•4ocs 0.143 ne 3.73 2.90 0 0 0 0 33 29 107 83 4A5. 2om 4B5. 21M 0550 0540 ne ne 1435 14A9 22. 14 2359 0 0 0 0 0 0 0 0 0 4 0 0 0 56 0 94 1213. 09N 0.097 se 253 2.82 0 0 0 0 0 0 0 0 4A5- 20m O5w se 1435 21A2 0 0 0 0 0 0 0 0 4B5. 21m 0540 se 14.09 2D21 0 0 0 0 0 0 0 0 485- 21m 0-w se 14.09 21.90 0 0 0 0 0 0 0 0 t- D 13A- 4o s 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 11D0 0390 se 10.18 1227 0_ 0 0 0 0 0 0 0 12B- 09N 0.097 sw 2.53 2.82 0 0 0 0 0 0 0 0 4A5. 2om 0550 sw 1435 21.42 0 0 0 0 0 0 0 0 485. 21m 0540 sw 14.09 2D.81 0 0 0 0 0 0 0 0 I- C 13A- 4ocs 0.143 sw 3.73 2.90 56 52 193 150 0 0 0 0 4A5. 2om 0.5% 9w 1435 2257 0 0 0 0 0 0 0 0 I-- 2 485.21m O.540 sw 14.09 2409 4 0 56 96 0 0 0 0 1213- 09Nr 0.097 nw 253 2,82 0 0 0 0 0 0 0 0 4A5- 2om 0.5W nw 1435 22.14 0 0 0 0 0 0 0 0 13A- 4o s 0.143 nw 3.73 Z90 0 0 0 0 0 0 0 050 4A5-2om 05 nw 1435 2Z14 0 0 0 0 0 0 0 0 I-( P 4A5- 2omd 12C- 09w O. 580 0. 091 nw 1514 238 27. 72 151 0 107 0 107 0 254 0 161 0 98 0 76 0 181 0 115 L- D 11D0 0390 n 10.18 1227 0 0 0 0 21 21 217 262 C 16B-30ad 0.032 0.84 1.76 0 0 0 0 0 0 0 0 F 19A-Obsm 0295 229 Z04 0 0 0 0 0 0 0 0 F 19C-19= 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 69 6 185 0 93 4 108 0 6 c) AED excursion 12 45 Envelope loss/gain 689 420 669 509 12 a) Infillrabon 93 33 54 20 b) Room venlilation 0 0 0 0 13 Memalgains: Occupants@ 230 0 0 0 0 AppliancestOw 0 500 Subtotal ( lines 6l013) 781 453 723 1028 Lessextemalload 0 0 0 0 Less Vardar 0 0 0 0 Redistribution 0 0 946 581 14 Subtotal 781 453 1670 1609 226 16% 50°/ 263 802 r15Dudloads123 Totalroomload904679 1 1933 2411 Air required (dm) 0 33 0 116 Calculations approved bvACCAto meet all requirements of Manual J 8th Ed. wrlI! nts =- 2017-Dec-0115A5:19 Ae- MMk FU9N-Sute®UNversal201818.004 RSU16202 Page 6 A EPL Tempto1004 BarceloreA LHG Bed4 . Srup Calc = NUB Frort Door faces S wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove CouA. Wirter Parr FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629. 9307 Web wwwOreStopCoolirg.com Licerse: CAC032444 Job: Lot 004 Barcelona A LHG Bed.. Date: 10/17/2017 By. LF/MC 1 Room name WEED W1rO1 2 Exposed wall 46.0 1 35 0 3 Room height 9.0 fl heaVcool 9.0 fl heaftol 4 5 Room dimensions Room area 1.0 x 3203 B 3203 tF 35 x 55 f1 193 W Ty Area number Bbjw n Bbjw orperimeew (Q) BWh) orperimeelar (4) BUh) Heat Cod Gross NIPS Heat Cod Gross N/P/S Heat Cool 6 12E-09w 4A5. 2om 4135. 21m 0. 097 0550 0540 ne ne ne 253 1435 14. 09 2. 82 22. 14 2359 117 0 0 117 0 0 296 0 0 330 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4B5- 21m 0540 ne 14.09 2359 0 0 0 0 0 0 0 0 11 13A-4ocs 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 4A5. 2om 485. 21m 0550 0540 ne ne 1435 14. 09 22. 14 2359 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 128• 09m 0.097 se 253 2.82 0 0 0 0 0 0 0 0 4A5- 2om 05W se 1435 21.42 0 0 0 0 0 0 0 0 465. 21m 0540 se 14.09 2D81 0 0 0 0 0 0 0 0 t- D 465. 21m 13A- 4os 11 DO 0540 0. 143 0390 se se se 14. 09 3. 73 10. 18 21. 90 2. 90 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ytl 12B-0sw 0.097 sw 253 2.82 149 134 338 376 0 0 0 0 4A5. 2mn 05w sw 1435 21.42 15 2 215 321 0 0 0 0 l_ CG 4135-21m 0540 sw 14.09 2D.81 0_ 0 0 0 0 0_ 0 0 1ql 13A-4os 0.143 sw 3.73 2.90 0 0 0 0 0 0 0 0 I-- G 4A5-20m 05W sw 14.35 2257 0 0 0 0 0 0 0 0 1- G Vj/ i 465- 21m 12& Osw 4A5- 2om 0540 0. 097 0, 550 9w nw nw 14. 09 253 1435 24. 09 2. 82 22. 14 0 149 30 0 119 0 0 300 431 0 334 664 0 32 0 0 32 0 0 80 0 0 89 0 1q/ 13A-4os 0.143 nw 3.73 2.90 0 0 0 0 0 0 0 0 4A5- 2om 05W nw 1435 22.14 0 0 0 0 0 0 0 0 L~__( C; P L- D 4A5. 2omd 12C• O9w 11 DO 05W 0. 091 039D nw n 15. 14 238 10. 18 27. 72 151 1227 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 16B-3Dad 0.032 0.84 1.76 320 320 267 563 19 19 16 34 F 19A-Obstp _ 0295 2.89 2.04 124 124 358 252 0 0 0 0 F 19C-19sw 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22A-pm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 178 6 Envelope loss/gain 2206 3019 96 117 12 a) b litration 687 248 52 19 b) Room ven01abon 0 0 0 0 13 hIemalgains: Ooarpants@ 230 2 460 0 0 Appliancest8w 0 0 Subtotal ( Ines 6 b 13) 2893 3727 148 136 Less extemWload 0 0 0 0 Lesstrarufer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2893 3727 148 136 15 1 DUC loads 1 151/6 38"/ 421 1418 159/ 389/ 22 52 Total room load 3314 5145 170 187 Air required (dm) 0 247 10 9 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgF taoTt 2017•DeC•01 15A5:19 ACC`. """' Riglt-Sute®Uriversal 201818 0.04 RSU16202 Page 7 d EPL Temp\Lot 004 BareeloreA LHG Bed4 . SAp Calc = M18 Frorl Door tooes S wrightsoft• Right-M Worksheet Entire House One Stop Cooling and Heating 7225 Sardseove CotK W irter Park FL 32792 PhDre, (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreStopCoohrg com License: CAC032444 Job: Lot 004 Barcelona A LHG Bed.. Data: 10/17/2017 By. LF/MC 1 Room name NBTH NNVIC 2 Expo6ed wall 215 4 8.0 It 3 Room Wgto 9.0 fl heatucool 9.0 B heatkool 4 5 Room dimensions Room area 1.0 x 136.0 A 136.0 1R 105 x 8A ff 84.0 1R Ty Construmon U•value Or HTM Area (W) Load Area (W) Load number BtiuhW--9 or perimeter (11) BWh) or perimeter (11) BWh) Heat Cool Gross WiP/S Heat Cod Gross NIPS Heat Cod 6 128.Osw 0.097 ne 253 2.82 104 98 247 275 0 0 0 0 4A5.2orn 485-2hn 0.550 OS40 ne ne 14.35 14D9 22.14 2359 0 6 0 0 0 85 0 142 0 0 0 0 0 0 0 0TE 4B5-21rn 0540 ne 14.09 2359 0 0 0 0 0 0 0 0 t= 13A-4ocs11 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2Dm 495.2fm 0550 0.540 0 ne no se 1435 14.09 253 22.14 2359 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4AS2Dm 485-21m 05W550 0540 SB se 1435 14.09 21A1.42 2181 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Ti12B• Osw 485.21n 13A-4ocs 0.540 0143 se se 14.09 3.73 2190 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 DO 0390 se 10.18 1227 0 0 0 0 0 0 0 0 1ql 1213-09w 05.2om 0,097 0550 sw 9w 253 1435 2,82 21.42 0 0 0 0 0 0 0 0 72 0 72 0 182 0 203 0 4135.21m 0540 sw 14.09 2DA1 0 0 0 0 0 0 0 0 C 13A-4ocs 0.143 9w 3.73 Z90 0 0 0 0 0 0 0 0 4A5.2Dm 0550 sw 1435 2257 0 0 0 0 0 0 0 0 L_{ 485.21m 0S40 sw 14.09 24.09 0 0 0 0 0 0 0 0 1q/ G 1213.Osw 4A5-2Dm 0.097 O-W nw r1w 253 1435 2.82 22.14 90 0 90 0 228 0 254 0 0 0 0 0 0 0 0 0 4p/ CGI 13A-4ocs 4A5.2Dm 0.143 0550 nw nw 3.73 1435 2.90 22.14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 R L-D 4A5.2omd 12C-0sw 11DO 0580 0.091 0390 nw n 15.14 238 10.18 27.72 151 1227 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 168.30ad 0.032 0,84 1.76 136 136 114 239 84 84 70 148 F 19A-Mmp 0295 2.89 2A4 0 0 0 0 0 0 U 0 F 19C-19csm 0.049 0.44 031 0 0 0 0 0 0 0 0 F 224-Ipm 1.18D 30b0 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 43 17 Envelope bsygain 673 866 252 334 12 a) Khration 321 11 120 43 b) Room vermlabon 0 0 0 0 13 Intemalgair>,s: Omupants@ 230 0 0 0 0 Applianoesbto 0 0 Subtotal (lines 6ID 13) 994 982 372 377 Less external load 0 0 0 0 LessIrarder 0 0 0 0 Redistribution 212 270 0 0 14 Subtotal 1206 1252 372 377 15 Dud loads 15°/ 38% 176 477 15% 380/6 54 144 Total room load 1381 1729 426 521 Air required (dm) 0 83 1 1 01 25 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r wr ghtsoTt- 2017•Dec-0115:45:19 AI `.A '"""' Rigtt-Sute®Uriversa12018180.04RSUt6202 Page8 d EPL TemptLot 004 8arceloreA LHG Bed4 • Ship Calc - M18 Frort Door }aces: S wrighttsofr Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Cool, W irler Park FL 32792 Phore: (407) 629.6920 Fax: (407) 629 - 9307 Web, www0roSlopCDotirg.com License: CA0032444 Job: Lott 004 Barcelona ALHG Bed.. Date: 10/17/2017 By. LF/MC 1 Room name BED3 2 EVosed wall 195 e 0 11 3 Room height 9.0 11 heaftd 9.0 U heaVcool 4 5 Room dimensions Room area 1.0 x 144.0 A 144.0 W 35 x 5.0 tt 175 1R Ty Constrrmon w) Load number BArhAlx n fth" or Wmeetter (11) BWh) orperim eeler (8) BWh) Heat Cool Grass NIPS Heat Cod Gross NIPS Heat Cool 6 12B-Osw OD97 ne 253 2.82 104 89 224 249 0 0 0 0 4F5.2DM 0550 ne 14.35 2214 15 0 215 332 0 0 0 0G II-- G 465.21m 0540 ne 14.09 2359 0 0 0 0 0 0 0 0 4135.21rn 0.540 ne 14.09 2359 0 0 0 0 0 0 0 0 11 13A•4ocs 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2Dm 48S21m 0550 0.540 ne ne 1435 14.09 22.14 2359 0 0 0 0, 0 0_ 0 0 0 0 0 0 0 0 0 0 12B-09w 0.097 se 253 2.82 72 68 172 192 0 0 0 0 4A5.2Dm 05W se 1435 21.42 0 0 0 0 0 0 0 0 485-21n 0540 se 14A9 20.81 4 1 56 83 0 0 0 0 485.21m 13A•4ocs t1 D0 0540 0.143 03M se se se 14JD9 1018 21.90 2.90 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0t-D3.73 12B- sw 0.097 vv 2w 2.82 0 0 0 0 0 0 0 0 4A5-2om 0550 sw 1435 21 A2 0 0 0 0 0 0 0 0 485.21m 0540 sw 14.09 20.81 0 0 0 0 0 0 0 0 Y1l I--G 13A•4ocs 0.143 9w 3.73 290 0 0 0 0 0 0 0 0 4A5.20m 0550 9w 1435 2257 0 0 0 0 0 0 0 024B5.21m 0540 9w 14419 24.09 0 0 0 0 0 0 0 0 12B-09w 4A5.2Dm _ 0.097 0550 nw nw 253 1435 2,82 2214 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 VjJ 13A-4ocs 0'143 nw 3.73 2.90 0 0 0 0 0 0 0 0 fGl 4A5.20m 0-9W nw 1435 22.14 0 0 0 0 0 0 0 0 4A5.20md 12C-09w 05M 0.091 rw 15.14 238 27.72 151 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0P LD 11 DO WIN n 10.18 1227. 0_ 0 0 0 0 0 0 0 C 16B•30ad 0.032 034 1.76 144 144 12D 253 18 18 15 31 F 19A{bsm 0295 229 2.04 16 16 46 33 0 0 0 0 F 19C-19ard 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22A-pm 1.180 3080 0.00 0 0 0 0 0 0 0 0 61 c) AED exmirsion 1-62 1 Envelope loss/ n 834 108D 15 29 12 a) ln6lt ation 291 105 0 0 b) Room ventilation 0 0 0 0 13- Internal gams: ODwpants @ 230 1 230 0 0 APPhanDesbf0 0 0 Subtotal (hues 6 ID 13) 1126 1415 15 29 Lessextemal bad 0 0 0 0 Lestrarder 0 0 0 0 Redistribution 172 220 15 29 14 Subtotal 1298 1635 0 0 15 Dud loads 15°/ 38°/ 189 622 15°/ 380/6 0 0 Total room load 1487 2258 0 0 Air required (dm) 0 108 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. r}r- wr`ghtsol't- 2017•Dec-Dec1545:19 cA '"""" Right-Sute®Uriversal201818.0.04RSU16202 Page d EPL Templot 004 Barcelore A LHG Bed4 - S.nq Calc - M18 Fror1 Door laoss: S wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardsoove Court W irter Park FL 32792 Phore. (407) 629.6920 Fax: (407) 629 - 9307 Web. wwwOreStopCoolirg.com License- CAC032444 Job: lot 004 Barcelona A LHG Bed.. Date: 10/17/2017 By. LF/MC 1 Room name BEN BTH3 2 Exposed wall 27.0 11 6A 4 3 Room heigtd 9.0 It heatbool 9A fl heakool 4 5 Room dmensor>s Room area 1.0 x 1435 n 1435 IF 6.0 x 55 fl 33D fF Ty Conown IF) Load nu Bn,1vIF•°F) BUMF) or perimeter (fl) BWh) aperimeew M BWh) Heat Cool Gross WP/S Heat Cool Grass NIPS Heat Cool 6 4AS8omA5-2D 485.21m OA97 0.560 OS40 ne ne re 253 1435 14.09 2. 142214 2359 18 0 0 18 0 0 46 0 0 51 0 0 0 0 0 0 0 0 0 0 0 0 0 0TE 11 4135.21n 13A-4o6 0.540 0.143 ne ne 14.09 3.73 23S9 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Vj 4A5.2om 485-21m 0.5% 0S40 no ne 1435 14.09 22.14 23S9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0I_ G 1213•09w 0.097 se 253 2.82 95 80 201 224 54 48 122 135 4A5.2om 4135-21m 0.550 0S40 se se 1435 14.09 21.42 2081 15 0 2 0 215 0 321 0 0 0 0 0 0 0 0 0 485-26n 0S40 se 14.09 21.90 0 0 0 0 6 1 85 131 W/ t-D 13A-4ocs 11DO 0.143 0390 se se 3.73 10.18 2.90 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1q/ 12B-Osw 0.097 9w 253 2.82 131 131 330 368 0 0 0 0 4A5.2om 0550 9w 1435 21.42 0 0 0 0 0 0 0 0II-_-GG 485.21m 0540 Sw 14.09 2081 0 0 0 0 0 0 0 0 y/ 13A•4ocs 0.143 sw 3.73 2.90 0 0 0 0 0 0 0 0 05.2om 0.550 9w 1435 22.57 0 0 0 0 0 0 0 0 y/ 485.21m 128-Osw 4A5-20m 0.540 0.097 0550 sw r1w nw 14.09 253 1435 24.09 2.82 2214 0 0 0 0 0 0 0 0 0 0 0 0_ 0 0 0 0 0 0 0 0 0 0 0 0a Y/ I--G G 13A-4ocs 4A5-20m 0.143 OS50 nw nw 3.73 1435 2.90 22.14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2omd 12C-09N 0S80 0.091 nw 15.14 238 27.72 1.51 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0P LD 11 DO O-W n 10.18 1227 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 084 1.76 144 144 120 252 33 33 28 58 F 19A-Map 0295 229 2.04 0 0 0 0 0 0 0 0 F 19C-19mw 0.049 0.44 031 89 89 40 28 33 33 15 10 F 22A-%- 1.180 3080 0.00 0 0 0 0 0 0 0 0 6 c) AED exansion 29 39 Envelope loss(gain 952 1273 248 374 12 a) Ird ation 403 146. 90 32 b) Room ventilation 0 0 0 0 13 h*malgains: Ooarpants@ 230 1 230 0 0 Appliarxes/otm 01 0 SublDtal (lines 6 lo 13) 1355 1648 3381 406 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 5 10 0 0 14 Subtotal 1380 1659 338 406 15 Dud loads 15°/ 38% 198 631 150/ 380/0 49 155 Total room load 1559 2290 387 561 Air required (dm) 0 110 1 1 01 27 Calculations approved byACCA to meet all requirements of Manual J filh Ed. 1 wraghtsott- 2017-Dec-0115:45:19 Rigft-Suile®Uriversa1201818.0.04 RSU16202 Page 10 d EPL TempNLo1004 BarceloraA LHG Bed4. S ru1 Calc = NUB Frort Door faces: S wrightsoft° Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardswve Coot• W irter Park FL 32792 Phore: (407) 629.6920 Fax: (407) 629. 9307 Web: www0neStopCoo6rg com License. CAOD32444 Job: Lot 004 Barcelona A LHG Bed.. Date: 10/17/2017 By- LF/MC 1 Room name T013 STR2 2 Exposed wall 15.0 It 75 fl 3 Room height 9.0 It heaftol 9.0 fl heaftol 4 5 Room dimensi s Room area 55 x 75 f1 413 W 135 x 75 tl 1013 w Ty Construction U-value Or HTM Area (1l?) Load Area (tF) Load number BtirhW-*n Bbih4M or pedmeler (11) BNh) or perimeter (11) BWh) Heat Cool Gross NOS Heat Cool Gross N/P/S Heat Cool 6 4J/ 12B-05w 0.097 ne 253 2.82 68 68 171 190 68 53 133 148 4A5-2om 4B5-3m 0550 0540 no no 1435 14.09 22.14 2359 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 485-21n 0540 ne 14.09 2359 0 0 0 0 15 0 211 354 11 13A-4ocs 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2om 0550 ne 1435 22.14 0 0 0 0 0 0 0 0 485.21m 0540 ne 14.09 2359 0 0 0 0 0 0_ 0 0 vh12B-09w 0.097 se 2.53 2.82 50 44 110 123 0 0 0 0 4A5-2om 0550 se 1435 21.42 0 0 0 0 0 0 0 0 4B5.21n 0540 se 14.09 2D$1 0 0 0 0 0 0 0 0 19/ 485-21rn 13A-4ocs O,540 0.143 se se 14.09 3.73 2190 2.90 6 0 1 0 85 0 131 0 0 0 0 0 0 0 0 0 t-D 11 DO 0390 se 10.18 1227 0 0 0 0 0 0 0 0 128•0sw 0.097 sw 253 2.82 18 18 46 51 0 0 0 0 4A5.2Dm 0550 sw 1435 21.42 0 0 0 0 0 0 0 0 485-21m 0540 sw 14D9 2D.81 0_ 0 0 0 0 0 0 0 1 1 C 13A-4ocs 0.143 sw 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2Dm OS50 sry 1435 2257 0 0 0 0 0 0 0 0 485-21n O-540 sw 14.09 24.09 0 0 0 0 0 0 0 0 1213-O.sw 0.097 nw 253 2,82 0 0 0 0 0 0 0 0 4A5-20m 0550 rrw 1435 22.14 0 0 0 0 0 0 0 0 1q 13A-4ocs 0.143 nw 3.73 2.90 0 0 0 0 0 0 0 0 I G; 4A5.2orn 0-950 nw 1435 22.14 0 0 0 0 0 0 0 0 4A5-2omd 12C-09w 0580 0.091 nw 15.14 238 27.72 151 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0R L--D 11D0 0390 n 10.18 1227 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 41 41 34 73 101 101 85 178 F 19A-Mscp 0295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C•19= 0.049 0.44 031 41 41 18 13 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 0 0_ 0 0 6 c) AED wcurson 27 30 Envelope loss/gain 464 607 429 650 12 a) b-61tration 224 81 112 40 b) Room ventilation 0 0 0 0 13 Internal Ora O=parns@ 230 0 0 0 0 Applwxesbt w 0 0 Subtotal (lines 6ID 13) 688 688 541 690 L.essexlemal bad 0 0 0 0 L.esstransfer 0 0 0 0 Redistribution 0 0 541 90 14 Subtotal 688 688 0 0 Duct loads 15°/ 38°/ 10D 262 159/ 38% 0 0 r Total room load 788 950 0 0 Air required (dm) 0 46 1 1 0 0 Calculations approved by ACCA to meet all requirements of Manua) J 8th Ed. wr`gFstsolt 2017-Dec-0115,4519 Right-SuteOUriversal2o18180A4 RSU16202 Page 11 d E PL Temp'Lot 004 SarceloraA LHG Bed4 - SAp Calc - M18 Frort DDor faces: S Static Pressure and Friction Rate Job: Lo1004 Barcelona ALHG... wrightsofte Date: 10/17/2017 Entire House BY LF/MC One Stop Cooling and Heating 7225 Sardscove Coot. Wirier Park FL 32792 Phore (407) 629.6920 Fax: (407) 629.9307 Web: www0reStopCoolirg.com License- CA0032444 For: Park Square Homes 3728 Saltmarsh Loop, Sanford, FL 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 12 9 Measured length of trunk 69 7 Equivalent length of fittings 170 40 Total length 251 57 Total effective length 307 Friction Rate Heating Cooling in/100ft) in/100R) Supply Dues 0.111 OK 0.111 OK Return Ducts 0.111 OK 0.111 OK Supply 4X--35,11 A=20,11 G--5,11 G=5,11 A=20,11 K=20,111=10,11 G--5,1 A--35,11 G=5,11 G=5,11 Gam: Total EL=170 Return 6M=20,11G=5, 5E1=10,11G=5: TotalEL=40 wrightssoft2017-Deo-01 15.4521 Righ• Sute®Uriversal201818.0.04 RSU16202 Page 1 AC( f1 .d E PL Templot 004 BeroeloreA LHG Bed4 . S.r p Calc a MG From Door faces: S Duct System Summary Job: Lot 004 Barcelona ALHIG ... Wrlghtsoft• Date: 10/17/2017 Entire House BY LFI+C One Stop Cooling and Heating 7225 Sardsoove Cool, Wirier Park FL 32792 Ptnre: (407) 629.6920 Fax: (407) 629.9307 Web: www0reSlop0oolir9=m Lioerse: CAOD32444 For: Park Square Homes 3728 Saltmarsh Loop, Sanford, FL 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 0277 / 0.063 in H2O 0.277 / 0.063 in H2O Lowest friction rate 0.111 in/100tt 0.111 in/10011 Actual air flow 0 ctm 1567 cfrn Total effective length (TEL) 307 ft e • : . 111. e Name Design Btuh) Htg cfm) Cig cfm) Design FIR Diam in) H x W in) Duct Mat Actual Ln (ft) Ftg.Egv Ln (ft) Trunk BED2 c 1737 0 83 0.133 6.0 Ox 0 VIFx 57.7 150.0 st3 BED3 c 2258 0 108 0.168 7.0 Ox 0 VIFx 29.7 135.0 st5 BED4 c 2290 0 110 0.161 6.0 Ox 0 VIFx 322 140.0 st5 BTH1 c 679 0 33 0.131 4.0 Ox 0 VIFx 622 150.0 st3 81H3 c 561 0 27 0.171 4.0 Ox 0 VIFx 272 135.0 st5 DIN c 3136 0 150 0.111 7.0 Ox 0 VIFx 80.7 170.0 s14 GATH c 3060 0 147 0.111 7.0 Ox 0 VIFx 80.2 170.0 s14 GATH-A c 3060 0 147 0.116 7.0 Ox 0 VIFx 74.7 165.0 s14 Krr c 2628 0 126 0.111 7.0 Ox 0 VIFx 79.7 170.0 s14 LAUN c 2411 0 116 0.137 6.0 Ox 0 VIFx 57.7 145.0 st3 LOFT c 2109 0 101 0.228 6.0 Ox 0 VIFx 16.5 105.0 st2 MBED-A c 5145 0 247 0.175 9.0 Ox 0 VIFx 33.2 125.0 st6 WOTH c 1729 0 83 0.177 5.0 Ox 0 VIFx 31.2 125.0 st6 Nrrol c 187 0 9 0.192 4.0 Ox 0 VIFx 29.5 115.0 st6 MWIC c 521 0 25 0.175 4.0 Ox 0 VIFx 33.1 125.0 st6 T0I3 c 950 0 46 0.170 4.0 0x 0 VIFx 28.3 135.0 st5 WIC c 233 0 11 0.129 4.0 Ox 0 VI Fx 64.4 150.0 st3 wrightsoft• 2017•Deo01154521 A .-, RigN-SUte®Uriversa12018180.04 RSU16202 Page 1 d EPL Templot 004 BaroeloreA LHG Bed4 . S.r p Calc - NUB Frorl Door laces: S Name Trunk Type Htg Cim) Clg Ctm) Design FR Veloc tpm) Diam in) H x W in) Duct Material Trunk st1 PeakAVF 0 812 0.111 582 16.0 0 x 0 VinlFlx st4 PeakAVF 0 570 0.111 725 12.0 0 x 0 VinIFIX st3 st3 PeakAVF 0 812 0.111 760 14.0 0 x 0 VinlAx st1 st5 PeakAVF 0 290 0.161 532 10.0 0 x 0 VinIFIX s12 st6 PeakAVF 0 363 0.175 666 10.0 0 x 0 VinIFIX W st2 PeakAVF 0 755 0.161 706 14.0 0 x 0 VinIFIX Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) Cim) Cim) ft) FR ipm) in) in) Opening (in) Mal Trunk rb7 Ox 0 0 181 56.8 0.111 409 9.0 Ox 0 MFx rt3 rb2 Ox 0 0 211 37.7 0.167 789 7.0 Ox 0 VIFx rb1 I Ox 0 1 01 11761 52.3 0.1201 665 18.0 Ox 0 VIFx rt3 Name Trunk Type Htg Cim) Gg Clm) Design FR Veloc ipm) Diam in) H x W in) Duct Material Trunk rt3 PeakAVF 0 1356 0.111 622 20.0 0 x 0 VinlFlx t -Of,- wri_ghtsoft• 2017•Dec01154521 F6gtt-Su1e0Uriversal201818 0.04 RSU16202 Page 2 AC01 . d EPL TemplLot 004 BarceloraA LHG Bed4 - S.rtp Calc - M18 Frort Door Faces: S FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 004 Barcelona A LHG Bed4 - S Builder Name: One Stop Cooling and Heating Street: 3728 Saltmarsh Loop Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number: Owner: Park Square Homes Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim 'oists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 12/1/2017 4:06 PM EnergyGaugeO USA - v5.1 - Section R405.4.1 Compliant Software Page 1 of 1 Level 1 I ----------------- I r I / I j I 1 I I ' wPIGFI ` _--' AF 10X10.2 10116 147 cfm - 7 F61 I Fae t ac rE AF GATH 7" 10X10.2 147_CfRI•... AfC•1: 4.0 TON 16.0 SEER H.P. DIN j `r- 10X8 1150 cfm 0: i 7" 41 y KIT C:r I 10X8 126dM- I q BED2 10X6 ( I I I11 I Iros i;c,._ 83ctm I I TI I I I STR1 1=LLL q.G. F_MN1rE 4 - — 1_— — 1F 'sii•'•.. 1 - 1—iRi -- 8X4 a" \ . I 6 t FBB1 EN TO ckn ARM 10x10r tn_ am AFIZI6" ~FOY•- 1 N yKWIC101x10 ' I- \ 116cfm L- DV VTW I -- - - = I I ,.n HALL II LAUN I33cfm EF1 VTVII I ,,.P. cal u- rBTH1 (`iurl4ra j. Job M Lot 004 Barcelona A LHG Bed4 - S Performed by LF/MC for: Park Square Homes 3728 Saltmarsh Loop Sanford, FL II / r EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 =110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent 10 Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase — — Condensate — Thermostat 18/8 O SRB = Small Reduction Box LRB = Large Reduction Box FBB = Feld Built Box One Stop Cooling and Heating 7225 Sandsoove Court Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 www OneStopC ool i ng.00m v r Z G Crt O M n O ry f'T G 2 c N Scale: 1 : 117 Paqe 1 Right -Suite® Universal 2018 18.0.04 RSU16202 2017-Dec-01 15.47:15 004 Barcelona LHG Bed4 - S.rup El EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent b Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase — — Condensate — Thermostat 18/8 O SRB = Small Reduction Box LRB = Large Reduction Box FBB = Feld Built Box Job M Lot 004 Barcelona A LHG Bed4 - S Performed by LF/MC for: Park Square Homes 3728 Saltmarsh Loop Sanford, FL Level 2 One Stop Cooling and Heating 7225 Sandsoove Court Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 www OneStopCool i ng.00m I Scale: 1 : 117 Page 2 Right -Suite® Universal 2018 18.0.04 RSU16202 2017-Dec-01 15:47:15 004 Barcelona LHG Bed4 - S.rup p '%' (N y,j,{- 2 r.r RECORD COPY D I - advantage Ptumbin& License # Sd N tom h C s n re ., g- f J / 2 I L 3 y it VTti 3 Sly 4, 3 s4 h v I-,iu!3 a 2ING s r,p90 I FPAR DESCRIPTION AS FURNISHED: Lot 4, WYNDHAM PRESERVE, as recorded in Plat Book 81, Pages 3through102ofthePublicRecord' of Seminole County, Florida. PLOT PLAN FOR/CERTIFIED T0: Park Square Enterprises, LLC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America LAKE MARY BL VD VARIABLE WIDTH RIGHT-OF-WAY) RECORE COPY S 89°4Z'17" W 40.00' 40' BUFFER, WALL, LANDSCAPE & SIDEWALK ESMT. J o. 6P 11- 358 30.2 ZONIN DATE Is 59,25' 89.24' Ok to construct single family home with setbacks and impervious area LOT 4 shown on plan. 32* (0 t10 irv'^p . f 23g2 ?arcc1ovi,.. A) &L LOT 5 AC LOT J 5.00' 5.00, 14 0 5.00' LANN rao ttl e 2 CAR GNTAW LEFT C ' OT. CWO. o' a 5.00' 5.00, n.o re oRnt 25.20' 25,20' 10' UTIL. b L09,a, ESMT. 55,00' 5' CONC WALK P.C. SETBACKS AS FURNISHED PLOT PLAN ONLY FRONT - 25'(0) NOT A SURVEY SIDEREAR - s (40' LOT) S 89040'51 " W 7.5' (60' LOT) 40.00' 10' (75' LOT) SIDE STREET - 25' (60' & 75' LOT) 15' (40' Lon 25' FRONT SETBACK CAN BE REDUCED SAL TIIIARSH LOOPTO20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM 50' PRIVATE ROAD) OF (2) IN SUCCESSION AT 25' PROPOSED - FINSHED SPOT GRADE ELEVATIONS PER DRAINAGE PLANS TOTAL LOT AREA 7.178 t SQUARE FEET FLATWORK ON/OFF LOT - TOTAL f SQUARE FEET FLATWORK ' 0 vy PROPOSED DRAINAGE FLOW Oe DRIVE 403/ 110- 4131 SQUARE FEET FOUNDATION/PAb 1,641 t SOUARE.FEETWALKS69/ 200- 2691 SQUARE FEETLOTGRADINGTYPEA REAR PATIO 117 t SQUARE FEET PROPOSED F.F. PER PLANS - 30.6' SOD 4.838/ 130 - 4,968 t SQUARE FEET FRONT PORCH DECK 99 t SQUARE FEET POOL DECK NIAFEETNOTE' FRONT SIDEWALK AND STREET LOCATION TAKEN FROM PLANS PROVIDED SY GUENT • NOT ELD VE IFlEDRE CRUSENIYIE'YER-SCOTT LTG ASSOC, INC. - LAND SURVEYORS. LEGEND - LEGEND - P • PLAT ILL • POINT ON LINE r • FIELD TYr. I 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658-1436NOTES: TYPICAL IP.JL •IRON OD AL . POINT Or REVERSE CURVATUREIRIRD" ROD ,C.C. • OINT Or RC V RSC CURVATURE CA CONCRETE NOLIKENT RAD6 :. POINT RE 1. THE UNDOWNIV DOES NLRCBr COWY TINT THIS SURVEY MEETS MC STAMMO.S OF PRACTICE SET FORTH BY THE FLORIW BOARD OF PROFESSIONALSURVEYORSANDANPPERSINCHAPTERSJ-17 FLORIDA ADMINISTRATIVE CODE PITRSWNT TP SECTION 472,027. FLORIW STATUES SETIA. I/2• IA •/LLD 43St NR • NOM-RADIAL RCC. RCCOV[R[D VP. • VITNESS POINT PJLL 2. UNLESS EMBOSSED WIIN SURVEYORS SIGNATURE AND ORIGINAL RAISED SEAL INNS SURVEY TAP OR COPIES ARE NOT VAUD. A THIS SURVEY WAS PREPARED FROM TITLE INFORMATON FURNISHED TO THE SURVEYOR MERE MAY BE OTHER RESTRIC110NS POINTOFDCGMMNDCALL • CALCULATED rAC. • POINT LI CONDIENCCIICNT rF. • PERMISHEWD T RTlEREMCC t • CCNTCRLINE FF. •FINISHED ROOK [LEVATIQL OR LLSQlENIIS TIA7 AFFECT T10S PROPERTY. 4. NO UNODMOUNO WPROVEYQITS HAVE BEEN LOCATED UNLESS OTHERWISC SHOWN. . NtD • NAIL t DISK DSL VALDING SETDACK LINE REN DN 0. IM SURVLY IS PRERIRCD FOR THE SOLE Ovow OF THOSE CERRFIED TO .AND SHOULD NOT 6E RELIED UPON 6Y ANY OTHER ENTITY. '- RIGHT-OI-VAY • 1CNE REAR RAIEASNGEDJ. .OAS[ DARING MAIESMT. . DRAINAGE DRAINAGE0. DIYCNSONS SHOWN FOR THE LOCAMN OF WPROVEAgMS HEREON SHOULD NOT 6E USED TO RECONSTRUCT OOVNWRY LINES. 7. BEi1RINC5 ARC BASED ASSUMED W1UM AND ON THE LINE SNORT?/ AS BASE BEAWK (B.B.) UTIL. VTIL •UTILITY CL- FC. • CHAIN LINK rENCE 0. E'IEVATONS. IF SHOWN., ARE BASfO ON NATIONAL OEODERC VERTICAL WTUY OF 1020, UNLESS OTNEAWKE NOTED. 0. CON1FICATE OF AUINONZATTON Alb. 4500. varC • VOOD FENCE C/ D CONCRETE OLOCR I P.C. - POINT OF CURVATURE SCALE I-- 1' 30' -i DRAWN 6Y• MLT P. I. • POINT OF TAW*CY IICSL • KMIPTIOR RADIUS t cEwinro oy. avE ORDER No. L LCNGTH CHORD PLOT PLAN 09-08-20t7 PLOT PLAN 11-16-2017 385?- 17 50? 0- I7 C. L • REARING NORTH I THIS BUILDING\PROPERTY DOES NOT UE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 17RI- I T GRUSEN R, R. S. / 14 ZONE C MAP / 12105CO235H (12-22-15) I JAM W SC.OTT, R.LS / 4801 w r RECORD COPY Filename: PARK SQ BARCELONA.rrr Lighting and Small Appliance/Laundry Circuits Floor Area SmAppNo LaundNo Line Neutral 2392 2 1 Lighting Summary Standard 6,037 6,03' Optional 11,676 6,037 . 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 0v-- Dryers Dryer No. No? Nameplate Line Neutral SANFORD 1 1 5000 O FpARTM 2 0 3 0 Dryer Summary Standard 5,000 3,500 3 5 82. Optional 5,000 3,500 Heating and Cooling: Actual Number = 1 Name M? Ph No Amps Volts VA HP Line Neutr&l 1 M 1 1 27.0 240 6,480 ------0 1 M 1 1 2.0 240 480 0 1 M 1 1 5.0 240 1,200 01111 Heat/Cool Summary 27 240 1 Standard 6,480 14,640 0 0 Optional 14,640 0 Fixed Appliances: Actual Number = 6 Name M? Ph No Amps Volts VA HP Line Neutral DISP 1 1 120 600 600 600DISH1112012001,200 1,200MICRO1112012001,200 1,200 WATER HEATER 1 1 18.5 240 4,440 0OPTPOOL11102402,400 0OPTPOOLHEAT11312407,440 0FixedApplianceSummaryStandard12,960 2,250 Other Appliances: Actual Number = 0 Optional 17,280 2,250 Name M? Ph No 'Amps Volts VA HP Line Neutral Other Appliance Summary Standard 0 0 Optional 0 0 25% of Max Motor: Line is Std Only; Neutral for Both Maximum Phase Amps Volts if 1 27 240 ' Heat/Cool Phase Amps Volts 1 27 240 Fixed Appl. Phase Amps Volts 0 Other Appl. Phase Amps Volts 0 Max Motor Summary Standard Only 1,620 0 SUMMARY ------ Standard Line Neutral Total Total = 46,657 16,267 Maximum Amperage = 194 68 Service Voltage = 240 Service Phase = 1 Optional Line Neutral Total Total = 37,422 16,267 Maximum Amperage = 156 68 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: P2392ACT - Park Sq/Barcelona-A or C_TRAY Site Information: Customer Info: PARK SQUARE HMS Lot/Block: 4 Address: 3728 SALTMARSH LOOP City: SANFORD MiTek USA, Inc. 6904 Parke East Blvd. Project Name: P2392ACT Model: BARCELONAaTSVLW)TWAV Subdivision: WYNDHAM PRESERVE 40' State: FLORIDA Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: # 17- 3 5 8 2 State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014/ TP1rSANFORD w/NG Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 40.0 psf Floor Load: 55.0 psf This package includes 72 indivi P2A 2 esign Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# Truss Name I Date I No. I Seal# Truss Name1 Date 1 IT11721055 lA1 7/31/17 112 1 T11721096 C3 7/31/17 12 1T11721056 IA2 17/31/17 13 1T117210671104__ 7/31/17 13 1T11721057 IA4 17/31/17 14 IT11721068 C5 7/31/17 4 IT11721058 JA5 7/31/17 15 1 T11721069 1 C6 7/31/17 5 IT11721059 JA6 7/31/17 16 1 T11721070 1 C7 17/31/17 6 IT11721060 JB1 7/31/17 117 1 T11721071 1 C8 7/31/17 7 T11721061 B2 7/31/17 18 T11721072 CJ 7/3117 8 T11721062 B3 7/31/17 119 IT11721073 CJ1 7/31/17 9 IT11721063 B4 7/31/17 20 1 T11721074 CJ3 7/31/17 10 IT11721064 C1 7/31/17 171 1 T11721075 CJ3A 7/31/17 I11 IT11721065 IC2 17/31/17 122 1T11721076 ICJ3T 17/31/17 1 This item has been electronically signed and sealed by ORegan, Philip, 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: ORegan, Philip My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building Before use, the building designer should verity applicability of design parameters and property incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. July 31,2017 ORegan, Philip I of 2 RE: P2392ACT - Park Sq/Barcelona-A or C_TRAY Site Information: Customer Info: PARK SQUARE HMS Project Name: P2392ACT Model: BARCELONA 2392 - AC / TRAY Lot/Block: 4 Subdivision: WYNDHAM PRESERVE 40' Address: 3728 SALTMARSH LOOP City: SANFORD State: FLORIDA No. Seal# ITruss Name Date 166No. I Seal# Truss Name I Date 23 T11721077 1 CJ5 7/31/17 1 T11721120 KJ2 7/31/17 I24 IT11721078ICJ5T I7/31/17 I67 1T11721121 IKJ3 17/31/17 I 25 IT11721079 131 7/31/17 68 T11721122 KJS 7/31/17 26 T11721080 D1T 7 31/17 69 T11721123 KJ7 17/31/17 27 IT11721081 D2 7/31/17 70 T11721124 1KJ7T 7/31/17 28 IT11721082 JD2T 7/31/17 71 T11721125 IMI 7/31/17 29 IT11721083 ID3 7/31/17 72 IT11721126 JN12 7/31/17 I30 IT11721084 I D3T I7/31/17 I I I I I I I I I I I I I I I I I31 IT11721085 I D4 I7/31/17 32 IT11721086 1135 7/31/17 33 IT11721087 JE1 I7/31/17 J 134 IT11721088 I F1 I7/31/17 135 IT11721089 I F2 I7/31/17 136 IT11721090 F3 17/31/17 137 IT11721091 I F4 I7/31/17 38 IT11721092 F5 7/31/17 39 IT11721093 IF5A 7/31/17 40 1 T11721094 F6G 7/31/17 141 IT11721095 I F7G 17/31/17 142 IT11721096 I F8 17/31/17 143 IT11721097 I FBA I7/31/17 144 IT11721098 I F9 I7/31/17 45 IT11721099 F9A 7/31/17 46 IT11721100 F10 7/31/17 147 IT11721101 I F11 I7131/17 148 IT11721102 I F11G I7/31/17 49 IT11721103 I F12 17/31/17 J I50 IT11721104 I FT1 17/31/17 I51 IT11721105 I FT2 17/31/17 52 IT11721106 I FT3 17/31/17 I53 IT11721107 FT4 7/31/17 154 IT11721108 I FT5 17/31/17 55 IT11721109 G1 7/31/17 156 IT11721110 I G2 17/31/17 157 IT11721111 I G3 I7/31/17 I 58 IT11721112 I G4 7/31/17 159 IT11721113 I H1 I7/31/17 I60 IT11721114 I H2 I7/31/17 J 161 IT11721115 I J2 17/31/17 I 162 IT11721116 I J3 17/31/17 I 163 IT11721117 I J5 17/31/17 J 164 IT11721118 1,17 17/31/17 I 165 IT11721119 I J7T 17/31/17 I 2 of 2 Job Truss Truss Type Qy Ply Park SplBarcelona•A at C TRAY T71721055 P2382ACT Al HIP 1 M*FWW& Lumber. Bartow, FL 7 610 s Apr lg 2015 Mlten Industries, Inc MOn Jul 31 1Z'4u:6Z ZVI1 Pape 1 ID.ItiEL2vgrkv4uEJUYC2jFzkFng•Ht WuPEveoBlfkuFf IDgNzGbWIwS5JC5MibsOysYxD i 4-a71 Ma11 94.63 F 25343.5 ( 3-0120 3&0 4.33S13 i 18 300 MT 1SHS = axe = 4x5 = Scale - 1.55 a 13 __ __ 12 __ _. 71 __ __ __ 11 __ — a __ _. 20 II 7xa = 4x5 = 3x8 = 7x$ = 2x4 II 3x10MT18HS = 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 125 Rep Stress Ina NO Code FBC2014/TPI2007 CSI. TC 082 BC 0.75 W8 063 Matrix-M) DEFL. in (loc) Vdefl Ud Vert(LL) -0.24 12-13 >999 240 Vert(TL) -0.67 12-13 >631 180 Horz(TL) 0.16 8 nla n/a PLATES MT20 MT18HS Weight. 397 lb GRIP 244/190 244/190 FT - 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 248-10 oc puffins. BOT CHORD 2x6 SP DSS 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 10-13 2x6 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1 =630510-3-8. 8=601 1 /Mechanical Max Horz 1=137(LC 6) Max Uplift 1=1760(LC 8). 8=1695(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-2=11817/3385, 2-3=9948/2943, 3.4=7868/2388, 4-5=7148/2205, 5-6-7980/2414, 6-7=10243/2992, 7-8=-12065/3437 BOT CHORD 1-19=2968/10518, 1-20=2979/10549, 20.21=2979/10549, 14-21-2979/10549, 14-22=2979/10549, 22-23=2979/10549, 13-23=2979/10549, 13-24`2489/8769, 24-25=2489/8769, 12-25=2489/8769, 12.26=1956/7039, 26-27=195677039, 11-27=-1956/7039, 11-28=-2531/9024, 28.29=-2531/9024, 29.30=2531/9024, 10.30=2531/9024, 10.31=3026/10772, 31-32=3026/10772, 9.32=3026/10772, 9.33=3026/10772, 33-34=-3026/10772, 8.34=3026/10772 WEBS 2-14=355/1543, 2-13=1961/539, 3.13=-691/2473, 3.12=2565f790, 4-12-930/3079, 4.11=141/373, 5 11=988/3327, 6.11=2783/815, 6.10=721/2719, 7-10=1914/543, 7-9=357/1496 NOTES- 1) 2-pry truss to be connected together with 10d (0 131"4") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except it noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distnbute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10, VuR=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=25ft: B-45ft; L=30ft; eave=4R; Cat. II; Exp B; Encl., 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 psf bottom chord live load nonconcurrent with any other live loads. Printed Copies of this document are 8) ' This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will not considered signed and sealed and fit between the bottom chord and any other members the signature must be verified on 9) Refer to girder(s) for truss to truss connections. any electronic copies10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1760 lb uplift at joint 1 and 1695 lb uplift at joint 8. O WARNING • Verify design perameterii and READ NOTES ON THIS AND INCLUDED MITEN REFERENCE PAGE 0140,7473 rev. IMM015 BEFORE USE. 1 Design valid for use only with MiTekB connectors This design is based only upon parameters shown, and is lot an individual buildup componere, not a buss system Before use. the building designer must venly the applicability of design parameters and property incorporate this design into the Ovrrrap building despn Bracing mdwMed is to prevent buckling of mdivWwl truss web andfor chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabncation, sIorage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIt Quality CAIerls, DSB49 and BCSI Building Component 68D4 Parka East Blvd. Safety Information available from Thus Plate Institute. 218 N. Lee Street. Sue* 312. Alexandra. VA 22314. Tamps, FL 36810 Job Truss Type Oty Ply Park Sgearcebne-A or C_TRAYT11721055 1011issP2382ACTAl1nReference ( ootionall, reio- noroa Lumwr, callow, rL 7 640 s Apr 19 2015 Mnek Industries. me Mon Jul 31 12.49 52 2017 Page 2 I D.ItiEL2vgrkv4uE JUYC2jFzkFng-HIYVuPEveoB 1 fkuFfjlDgNzGbVNwS5JC5MIbsOysYxD NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 640 lb down and 165 lb up at 0-4-0, 624 lb down and 174 lb up at 24-0. 624 lb down and 174 lb up at 4-&0. 624 lb down and 174 lb up at 6-4-0, 619 lb down and 228 lb up at 8.4-0, 619 lb down and 210 lb up at 10-", 616 lb down and 209 lb up at 124-0, 611 lb down and 221 lb up at 14-4-0, 611 lb down and 221 lb up at 15-10-0, 616 to down and 209 lb up at 17-10.0, 619 lb down and 210 lb up at 19.10-0, 616 lb down and 180 lb up at 20.7-4. 616 lb down and 180 lb up at 22.74, 616 lb down and 180 lb up at 24-74, and 616 lb down and 180 lb up at 26-74, and 616 lb down and 182 lb up at 28-74 on bottom chord. The designtselection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced), Lumber Increase=1.25, Plate Inerease=1.25 Uniform Loads (plf) Vert: 1-4=60, 4-5=-60, 5-8=-60, 1-8-20 Concentrated Loads (lb) Vert- 19=640(F) 20=624(F) 21-624(F) 22=-624(F) 23=-619(F) 24=-619(F) 25=-616(1`) 26=611(F) 27=-611(F) 28=-616(F) 29=619(F) 30=-616(F) 31=616(F) 32= 616(F) 33=616(F) 34=-616(F) O WARNING • Veiny, design Parameran and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MLL7473 rw. 7GW3/2015 BEFORE USE. Design valid for use only with MfTekO connectors. This design is based only upon parameters shown, and Is for an individual building component, not a truss system. Before use. the building designer must verily the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated Is to prevent buckling of individual trust web andror Nord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSB-a9 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria. VA 22314 Tamps. FL 36610 Job Truss Truss Type Ply Perk SglBarcelona-A or C_TRAY loty I T11721058 P2392ACT A2 HIP 1 1 Job Reference (ocitionall Md-Flonds Lumber, Bartow, FL r.o4v s Apr iv zvie raff es mounnes, mc. men jm 3i i2 49 as Zvi r rape 1 to IIIEi_2vgrkv4uEJUYC2jFzkFrlg• 46151FXP5JuHuTSDRpSMaWVswJNBbxMKOSSPsysYxC i 63.4 I 12.0-0 I 162"0 I 23.10-12 342-0 1.2-0I 13.4 5$12 8.2.0 5$72 8.34 1-0.0 3x4 = Sx5 = Sx5 = 12 11 9 a 110 II 30 = 30 = 34 = tx4 II 12123.1 541.12 B•2.0 5-a12 e-3.4 LOADING (psf) SPACING- 2-0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 053 TCDL 10.0 Lumber DOL 1.25 BC 0.35 BCLL 0.0 ' Rep Stress Inv YES WB 0.42 BCDL 10.0 Code FBC20141TP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/sae) 1=604/Mechanical, 9-1533/0.3-8, 6=336/0-3-8 Max Horz 1-132(LC 10) Max Uplift 1=148(LC 12), 9=353(LC 12), 6=-115(LC 12) Max Grav 1=632(LC 21), 9-1533(LC 1). 6=391(LC 22) DEFL. in (loc) VdeO Ud Vert(LL) -0.03 9-11 >999 240 Vert(TL) -0.09 9-11 >999 180 Horz(TL) 0.02 9 n/a n/a Scale = 1:53 5 30 = PLATES GRIP MT20 2441190 Weight: 152 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5.1D-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing WEBS 1 Row at midpt 3-9 FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (Ile) or less except when shown. TOP CHORD 1.19=913/283, 2-19=-841/295, 2-20--417/177, 3-20=334/196, 3-21=0/392, 21-22=0/392, 22-23=0/392, 4-23=0/392, 4-24=-60/524, 5.24=71/385, 6-25=-254/108 BOT CHORD 1-12=-177l767, 11.12=1777767, 10-11=0/314, 9.10=0/314 WEBS 2-11=524/242. 3-11=-82/436, 3.9=-887/306, 4-9=-546/241, 5-9=531/244 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=30R; eave=40, Cat. 11; Exp B; End , GCpi=O.18, MWFRS (directional) and C-C Extenor(2) 0-" to 3-0.3. Interior(1) 3-0-3 to 12-0-0, 6denor(2) 12-0-0 to 22-5-3. Interior(1) 22.5-3 to 31.2-0 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.Ops1 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 - 10.0ps1. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 148 lb uplift at joint 1, 353 lb uplift at joint 9 and 115111 uplift at joint 6. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of U1is truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING • Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil•7473 M. 100103R015 BEFORE USE. williffEw Design valid for use only with MRek® connectors This design is based only, upon parameters shown, and is for an individual budding component, not a truss system. Before use, the building designer must vent' the applicability of design parameters and property inrorporete this design into the overall Im bidding design Bracing ubic= is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is ahvays required for stabiey Ind to prevent collapse with possible personal mprry and property damage For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and tons systems, see ANSVTPI7 Quality Criteria, DS829 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss plane Institute, 21a N. Lee SUeel. Suite 312. Alexandria. VA 22314. Tamps, FL 36610 Job Truss Truss Type Ply Park SgMaMelona•A or C TRAY 10ty T71721057 P2392ACT A4 HIP 1 1' ph Reference footionall Mid-Fbrgs Lumber. Sanow. FL. 7 WO s Apr 19 2016 MRek Industries. Inc Mon Jul 31 12 49.54 2017 Pape 1 ID: ktEL2vgrkv4uEJUYC2jFzkFng-EGIGJSG9APRN21 enBKhvo3iRKdnwxfVZgBhxlysYxB S44 I 11.0-0 + 151-0 + 19.2-0 I 24-4-12 F 342-0 S9.4 52.12 d•1.0 4.1.0 S2.12 59.4 1.0.Oi 4x4 = 30 = 04 = Scale - 152 5 13 - 11 -- - 10 9 30 = 10 II 3x4 = US = 1.4 II 3x4 = 3,6 = LOADING (psf) SPACING- 2-0-0 CS1. TCLL 200 Plate Grip DOL 1.25 TC 0.41 TCDL 10.0 Lumber DOL 1.25 BC 0,46 BCLL 0 0 ' Rep Stress Ina YES WB 0.77 BCDL 10.0 Code FBC2014frP12007 (Matrix-M) LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 2x4 SP No.2 WEBS 20 SP No 3 REACTIONS. (lb/size) 1-632/Mechanical, 10=1556/D-3.8, 7=285/0-3-8 Max Hors 1=-122(LC 10) Max Uplift 1=156(LC 12), 10=356(LC 12). 7=105(LC 12) Max Grav, 1=656(1-C 21), 10=1556(LC 1). 7=338(LC 22) DEFL. in (loc) Well Ud PLATES GRIP Vert(LL)-0.0910-11 >999 240 MT20 244/190 Vert(TL) -0.2110.11 >999 180 HOrz(TL) 0.02 10 n/a n/a Weight: 156 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-7-14 oc purtins. BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-997/324, 2-20=-930/335, 2-21=537/214, 3-21=458/232, 3.22=408/256, 4-22-408/256, 4-23=25/452, 5-23=25/452, 5-24=-80/554, 6-24=91/427 BOT CHORD 1-13-218/833, 12.13=218/833, 11-12=-218/833 WEBS 2-11=-484/237, 4-11=156/554, 4-10=-863/330, 510=472/193, 6.10=498/241 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3 Opsf; h=25ft; 8=45111, L=30R; eave=4tt; Cat. 11, Exp B, Encl., GCpi=O IS: MWFRS (directional) and C-C Exlerior(2) 0-0-0 to 3-0-3, Intenor(l) 3-0-3 to 11-0-0, Exterior(2) 11.0-0 to 23.5-3, Interior(1) 23-5-3 to 31-2-0 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 PSI bottom chord live load nonconcurreni 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 fall by 2-0-0 wide will r4 between the bottom chord and any other members, with BCDL = I O.Opsf. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 156 lb uplift at joint 1, 356 lb uplift at joint 10 and 105 lb uplift at joint 7. 8) "Semirigid pltchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING • Ver/ly design Paramerera and READ NOTES ON TraS AND INCLUDED M/TEK REFERENCE PAGE MII.7473 rev. /0002?015 BEFORE USE. 6.i 1 Design valid for use only with MITek® Connectors This design is based only upon parameters shown, and is for an individual budding component, not a truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent bucking of individual truss web andfor chord members only. Additional temporary and permanent braong rs always required for stability and 10 prevent tAllspse with possible personal injury and properly damage. For general guidance regarding the MW fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSVTPII Quality Criteria, 058-89 and SCSI Building Component 69W Parke East BWE. Safety Information available from Truss Plate Instrivie. 210 N Lee Street, Suite 312. Alexandria, VA 22314. Tamps, FL 36610 Job Truss Truss Type Qty s Baresbna-A or C_TRAY JPly JPark T11721058 P2392ACT A5 HIP 1 1Job R Mid -Fonda Lumber. Bartow, FL. 154u s Ap ivmrzulo i eK mouanesmco . e onJui sir Q 49 54 207 rage r ID:ItiEL2vgrkv4uEJUYC21FzkFng• EG(GJSG9APRN21 enBKhvo3hfKYVw?FVZgBhxlysYxB r 4• a4 1 9ko ik"O 1, 21.2-0 I 251 1 30•z-0 111•z-0i 1-2. 12 e•1-0 6-1-0 4.2-12 4•a4 1-0OI 40 = axe = 40 = Scale - 1, 52.5 13 - 11 10 9 3x5 _ axe = US = 3xB = US = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20. 0 Plate Grip DOL 1.25 TC 046 VeM(LL) -0.13 9-19 >999 240 MT20 244/190 TCDL 10. 0 Lumber DOL 1.25 BC 0.80 Vert(TL) -0.38 9-19 >361 180 BCLL 0. 0 ' Rep Stress Ina YES WB 0.54 Horz(TL) 0.08 7 n/a n/a BCDL 10. 0 Code FBC2014/TPI2007 Matrix-M) Weight: 149 111 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-2-11 oc purlins. BOT CHORD 20 SP No.2 Except* BOT CHORD Rigid ceiling directly applied or 7-11-7 oc bracing. 7-12: 2x4 SP No.1 WEBS 2x4 SP No.3 REACTIONS. (lb/ size) 1=1067/Mechanical, 7=1046/0.3-8, 10=360/0-3-8 Max Horz 1-101(LC 10) Max Uplift1= 254(LC 12), 7=276(LC 12). 10=-87(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-20=1872/680, 2-20-1806/694, 2-3=1599/583, 3.21=1389/569, 21-22=1389/569, 4-22= 1389/569, 4-23=1168/492, 23.24-1168/492, 5.24=1168/492, 5.6=1357/498, 6-25= 1585/612, 7.25=1638/599 BOT CHORD 1-13=547/1624, 12-13=-400/1504, 11-12=400/1504, 10-11=400/1504, 9-10=400/1504, 7-9= 483/1418 WEBS 2- 13=282/218, 3-13=94/425, 4-13=262180. 4-9-5131178, 5-9=56/348. 6-9=294/222 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25R; B=4511; L=30fl; eave=4R; Cat. II; Exp B. Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) D-0-0to 3-0-3. Interior(1) 3-0-3 to 94)-0, Exterior(2) 9-0-0to 25-6-11. Interior(1) 25-6-11 to 31-2-0 zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will I'd 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 254 lb uplift at joint 1, 276 Ile uplift at joint 7 and 87 Ile uplift at joint 10. 8) "Semi - rigid pilchbreaks including heels" Member end fixity model was'used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Vainly design parental. and READ NOTES ON INS AND INCLUDED NVTEA REFERENCE PAGE MO.747$ rev. IOV"015 BEFORE USE. Design valid for use only with MTelo® conneciors. This design is based only upon parameters shown, and is br an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property MCOrporale this design into the overall building design. Bracing indicated is to prevent buckling of individual cost web and/or chord members only. Additional temporary and pemenem bracirig is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems. see ANSUTP11 Ouslity Criteria, 05849 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate InstitNe, 218 N. Lee Street, Suite 312, Alexandria. VA 22314 Tempe, FL 36610 Job Truss Truss Type Oty Ply Park SglBarcelons•A or C_TRAY T11721059 P2392ACT A8 HIP 1 1 MM•Flonda Lumber. Banow, FL 7.640 a Apr 19 2018 Mnek Industnes, bic. Mon Jul 31 12'49'56 2017 Page 1 ID IUEj_2vgrkv4uEJUYC2jFzkFng-AenOkmHPiOhS8MBDuZN9 D8z68LrOproO_go)BysYx9 1.0.0 39.4 7-00 11$0 15.1-0 1&&0 232-0 284-12 942-0 12 n1.40( 3&4 i 32-12 1 4•&0 i 37.0 i 37-0 i 4$0 i 3.2.12 ( 39.4 -00 4x8 = 1x1 II 4x8 = 1x1 II 8.00I12 4 23 245 25 6 26 7 27 28 4x8 = Scale - 1.53 7 10 10 1e 13 1Z 30 = 30 = 8x8 = 5x5 = Bx8 = 30 = 30 = 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 Incr NO BCDL 100 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.1 D WEBS 2x4 SP No.3 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TC 0.72 Vert(LL) 005 15-16 >999 240 MT20 244/190 BC 0.36 Vert(TL) 0.12 15-16 >999 180 WB 0 92 Horz(TL) 0.03 10 n/a n/a Matrix- M) Weight: 161 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-14 oc purllns. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. ( lb/size) 2=1089/0.3-8, 13=2966/0.3-8. 10=381/0.3-8 Max Horz 2=82(LC 24) Max Uplift2=328(LC 8). 13=-879(LC 8). 10=118(LC 8) Max Grav 2=1099(LC 17), 13=2966(LC 1). 10=398(LC 18) FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1862/555, 3.4=1666/508, 4-23=-1184/396, 23-24-1184/396, 5-24-1184/396, 5- 25=-1184/396. 6-25=11841396, 6-26=271/1096, 7-26=271/1096, 7-27-271/1096, 27- 28=-271/1096, 8-28=271/1096, 9-10=369/108 BOT CHORD 2-16=-428/1620, 16.29=357/1483, 29-30=357/1483, 15.30=-357/1483, 15.31=-65/287, 14- 31=-65/287, 14.32=-65/287, 13-32=-65/287, 10-12--32/298 WEBS 4-16=69/595, 4.15=396/109, 5.15=-489/251, 6-15=383/1277, 6-13-1894/556, 7- 13-511/258, 8-13=1506/438, 8.12=-74/608 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=4.2ps1; BCDL=3.Opsf, h=25f ; B=4511; L=30ft: eave=4ft; Cat. II, Exp B. Encl., 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 list 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 f4 between the bottom chord and any other members. 6) Provide mechanical connectron-(by others) of truss to bearing plate capable of withstanding 328 lb uplift at joint 2.-879 lb uplift at joint 13 and 118 lb uplift at joint 10. 7) " Semi -rigid prtchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 lb down and 206 lb up at 7-0-0, 111 lb down and 106 Ile up at 9-0-12. 108 lb down and 106 lb up at 11-0-12, 105 lb down and 106 lb up at 13-0-12, 105 Ib down and 106 lb up at 15-1-0, 105 lb down and 106 lb up at 17-1-4, 108 lb down and 106 lb up at 19.1-4, and 111 lb down and 106 lb up at 21- 1-4. and 189 lb down and 206 lb up at 23-2-0 on top chord, and 327 lb down and 97 lb up at 7-0-0, 66 lb down at 9-0-12, 66 lb down at 11-0-12, 66 Ib down at 13-0-12. 66 lb down at 15-1-0, 66 Ib down at 17-1-4, 66 lb down at 19-1-4, and 66 Ib down at 21-1-4, and 327 Ib down and 971b up at 23-1.4 on bottom chord The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING • Vw*y design paamerars and READ NOTES ON TN/S AND INCLUDED A11TEN REFERENCE PAGE 1119.7477 rev. 1493/2013 BEFORE USE. KNEW Design valid for use only with Mnek® connectors This design is based only upon parameters shown, and is for an ntlwrdual building component, not a truss "am. Before use, the building designer must veft the applicability of design parameters and property incorporate this desgn into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or cord members only. Additional temporary and permanent bracing is always reituued for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the - fabrication, storage, delrvery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, DS849 and SCSI Building Component 6904 Parke East Blvd Safely Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314 Tampa. FL 36610 Job Truss Truss Type Qty Ply Park SglBarcebns-A or C TRAY T71721059 P2392ACT AB HIP 1 1 Mnd•FlonOa Lumber, Barlow, FL. 7 64b a Apr 19 Zb15 M" OK Industries, mC Mon JUI 31 1Z'e9'06 Zu17 Nape Z I0:HiEj_2vgrkv4uEJUYC21FzkFng-AenOkmHP10nSSMBOuZN9_D8z68LrOproC go?BysYx9 LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (p") Vert 1-4=60, 4-8---60, 8.11=60, 17-20=20 Concentrated Loads (lb) Vert: 4=-142(F) 8z142(F) 16=327(F) 14=41(F) 6=-97(F) 12=-327(F) 23=97(F) 24--97(F) 25=-97(F) 26=-97(F) 27=97(F) 28=97(F) 29=41(F) 30=-41(F) 31=-41(F) 32=41(F) 33=41(F) 34-41(F) WARNING . Verify design parameters and READ NOTES ON THIS AND INCLUDED a9TEK REFERENCE PAGE MIF7473 rov. 101e3/2015 BEFORE USE. Design vabd for use only With MIT0111) COnnSMS This design is based only upon parameters shown, and 1a for an untlrvndual building component, not a truss system Before use. the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent bucking of individual buss web and/or Nord members only Adddional temporaryand permanent bracing ns always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication. storage, delivery, ereflon and bracing of trusses and truss systems, see ANSVTPI1 Quality Crlterla, DS049 and SCSI Building Component 690e Parke Fist Blvd. Safety Information available from Truss Plate Institute, 216 N Lee Street, Suse 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oy Ply Park SglBamalons-A or C TRAY T11721060lP2392ACT81SPECIAL1n all Lumber, Bartow, FL. 7.640 s Apr 19 2016 Mffek Ind sines. Inc Mon Jul 31 12 49:57 2017 Page 1 ID ltiEL2vgrkv4uEJUYC2jFzkFn"rLOx612TKpJmWmDSHuOXOg5YXYP7FCyFeOLYdysYx8 2-W 0-0 2-M 2.3d 2.34t b3-0 2.5J 0.1-12 Scale - 149 4 1.Sx4 = 1x4 II 1x4 II 17 30 = Z1 2U 19 16 17 19 10 14 13 2x4 I I 012 = 2x4 11 7xB MT20HS = 3x4 = 3x10 = 2x4 I I 40 = 4J.11 0.bt3 12.1-0 12-1-11 , 10 IT- 0 ,a•7d 21.10.t2 24.4-0 4.4•t, 3•,03 3•t03 2.3 -0 0.t•12 2..2.3-0 2.3d 2.54 Plate Offsets (X.Y)- 12:0-1-8.Edoel.16:0.2-8.Edoel. 115:0.3.8.0.1-81. 117 0.4-0.0.5-41 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Vdef1 Ud PLATES GRIP TCLL 200 Plate Grip DOL 100 TC 0.93 Vert(LL) -0.44 18 >664 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0 85 Ven(TL) -1.05 18 >277 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Ina NO WB 0.98 Horz(TL) 008 13 n/a n/a MT18HS 244/190 BCDL too Code FBC2014/rP12007 Matrix-M) Weight: 316 lb FT = 200% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-11-10 oc purlins, BOT CHORD 2x6 SP DSS except end verticals. WEBS 2x4 SP No.3 'Except' BOT CHORD Rigid ceiling directly applied or 1D-0-0 oc bracing. 8-18,8-16,11-15.11-13: 2x4 SP No 2 WEBS 1 Row at midpt 6-20 REACTIONS. (lb/size) 13-1607/0-4-0, 2=1448/0-8-0 Max Horz 2=187(LC 12) Max Uplift 13=79(1-C 12). 2=176(LC 12) Max Grav 13=1972(LC 2), 2=1518(LC 17) FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (Ili) or less except when shown TOP CHORD 2-25=-2897/676, 3.25-2868/685, 3-4=2781/684, 6-7=11675/3103, 7-27=-1167513103. 8.27=11675/3103, 8-28=-8250/1728, 9-28=-8250/1728, 9-10=8250/1728, 10.29=8250/1728, 11-29=-8250/1728 BOT CHORD 2-21-793/2599, 20.21=793/2599, 19.20=2939/10756, 18.19=3046/11148, 17-18=2846/11842, 16- 17=-2846/11842, 15.16=-1728/8250, 14-15=731/3980, 13-14=731/3980 WEBS 4-20=751/2914, 6.19=-1112/305. 6-20=-8533/2277, 4-6=3128/921, 7-18=482/208, 6.18=131/1029, 8- 17=267/1040, 10-15=547/94, 11-14= 450/145, 8-18=-418/307, 8-16=3896/1213, 11- 15=1081/4668, 11-13=40661748 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows. 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. -Ply to ply connections have been provided to distribute only loads noted as (F) or (8), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind ASCE 7-10: VuR=140mph (3-second gust) Vasd-108mph; TCDL=4.2psf: BCDL=3 Opsf: h=15ft; B=45ft; L=24ft; eave=4ff; Cat. 11; Exp B; Encl., GCpi=O. 18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 11-11-4, Exterior(2) 12-1-0 to 15-0-10 zone;C- C for members and forces 8 MWFRS for reactions shown; 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 psf bottom chord live load nonconcuffent with any other live loads. Printed Copies Of this document are 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 not considered signed and sealed and f4 between the bottom chord and any other members the signature must be verified on 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 79 lb uplift at joint 13 and 176 lb uplift at any electronic copies joint 2 10) "Semi -rigidpitchbreaksincluding heels" Member end fixity model was used in the analysis and design of this truss 0 WARNING - Verify daalpn parameters and READ NOTES ON 7f-0S AND INCLUDED aUTEK REFERENCE PAGE 101110-7173 m. 10!03?015 BEFORE USE. KNEW Design valid for use only with MiTek® connectors This design is based only upon parameters thrown, and is for an ntlwdual building component, not a truss system Before use. the building designer must verdy the applicability of design parameters and property incorporate this design into the overall bmhding design Bracing indicated is to prevent buckling of individual truss web andfor chord members only Additional temporary and permanent bracing its always required for Inability 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 ANSVIPI/ Ouslity Criteria. 03049 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suds 312. Alexandna. VA 22314. Tamps. FL 36610 Job Truss Truss Type Oty Ply Park S Barcelons-A or C_TRAY 80T717210 P2392ACT at SPECIAL 1 MldFlonda Lumber, Bartow. FL 1 04V a Apr 1Y ZWD MI I el( IribaiVlea. Inc Men jw 41 lL 4Y:Df Ni I wage z ID ItnEL2vgrkv4uEJUYC2)FzkFng-erLOx612TKpJmWmDSHuOXOgSYXYP7FCyFeOLYdysYxB NOTES- 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase= 100 Uniform Loads (plf) Vert: 1-5-60, 6-7-90, 7-12-90, 2-13=20 Concentrated Loads (lb) Vert: 7=706 sa O WARNING - Verity design parameters and READ NOTES ON TMS AND INCLUDED M/TEK REFERENCE PAGE M/F7473 rev IWVZQ15 BEFORE USE. MOMW Design valid for use only with MTekm connectors. This design is based only upon parameters shown, and is for an individual budding component, not a truss system Before use. the building designer must verity the apphub,ilty 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 only. Additional temporary and permanent bracing is alwsys required fog stability and to prevent collapse with possible personal injury and popery damage For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems. see ANSVTPn Quality Criteria, D3049 and BCSI Building Component 690it Parke East Blvd Safety Intormation available from Truss Plate Insidute. 218 N Lee Sir". Suite 312. Alexandria. VA Z2314 Tamps, FL 36610 Job Truss Truss Type ly Ply Park SglBarcelons-A or C TRAv T11721081 P2392ACT 82 SPECIAL 11 Lumber. Banow. FL 7 640 s Apr 19 2016 MTek Industries, Inc Mon ,tut 31 12'49 58 2017 Page 1 ID'IIiEL2vgrkv4uEJUYC21FzkFng.61vm9SJgEdxANfLPO Pd3eDFgxwvslR5U19v44ysYx7 1-0.0 1 5-9-4 1 11.0-0 1 12 7-8 i 14-10.14 I 7: 10 1 19.7,8 + 21.10.13 1 244 0 i 1-0-0 59.4 5.2.12 1.7•B 2.3.8 2-52 2.3.8 2.37 2-53 5x8 MT18HS = 3x4 It Scale =V"5 3x4 = ' a ro a no is 1• 10 12 20 II 4xii II 7x10 MT20HS = 20 I I 2.4 II 4x14 = 3x4 II Sx8 MTISHS = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.00 TC 0.97 Vert(LL) 0.45 16-17 >642 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.71 Vert(TL) 1.09 16-17 >265 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Ina NO WB 0,98 Horz(TL) 0.07 12 n/a n/a MT18HS 2441190 BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 300 Ile FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 1-8-10 oc puffins, except BOT CHORD 2x6 SP DSS end verticals. WEBS 2x4 SP No.3 *Except* BOT CHORD Rigid ceiling directly applied or 9-10-1 oc bracing. 5.17,4-18,6.18: 2x4 SP No 2 REACTIONS. (lb/sae) 12=1597/0-4-0, 2-1456/0.8-0 Max Horz 2=324(LC 12) Max Uplift 12=100(LC 12), 2=166(LC 12) Max Grav 12-1993(LC 17). 2=1549(LC 17) FORCES. (lb) -Max. CompJMax. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-22=3046/688. 3-22=-2996/702, 3-23=-2344/529, 4-23=2279/540, 6.17=-436/190, 6-24=11552/2967, 7-24=11552/2967, 7-25=11552/2967, 8-25=11552/2967, 8-9=8797/1963, 9.26=-3757/739, 10-26=37571739. 10-11=3757/739, 11-12=1673/325 BOT CHORD 2-19=982/2812, 18-19=982/2812, 17-18=3332/11828, 16.17=3588/12560, 15.16=1963/8797, 14-15=-1963/8797, 13.14=-1963/8797, 12-13 =53/274 WEBS 3-19=-38/386, 3-18=751/284, 4-18=2037/7504, 8-15=1157/357, 9.14=-401/1522, 7.16=357/50, 6-16=11971667, 8-16=1080/2962, 9-13=-5464/1327, 11-13=745/3777, 4-6=6938/2046,6.18=-11675/3137 NOTES- 1) 2-ply truss to be connected together with 10d (0.131'x3") nails as follows: Top chords connected as follows: 20 - 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 20 - 1 row at 0-9-0 oc, Except member 18-6 2x4 - 1 row at 0-7-0 oc. 2) All loads are considered equally applied to all plies, except i1 noted as front (F) or back (B) face in the LOAD CASE(S) section Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10: VuM=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf: h=15ft; B=45ft; L=24ft; eave=oft, Cat 11; Exp B; End., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0. Interior(1) 2-0-0 to 11-0-0, Exlerior(2) 11-0-0 to 12-5 12, Interior(1) 12-5-12 to 24-2-4 zone,C-C for members and forces & MWFRS for reactions shown; 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 psf bottom chord live load nonconcurrent with any other live loads 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint 12 and 166 lb uplift at joint 2. 10)'Semimrigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING . Verify design parameters and READ NOTES ON VOS AND INCLUDED MITEK REFERENCE PAGE M/I.7473 rev. 10003R015 BEFORE USE. Design valid for use only with MTek® connectors This design is based only upon parameters shown, and is for an individual building component, not !' R'N a truss system Before use. the building designer must vent' the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web andror chord members only. Additional temporary and permanent bracing owysisetwsrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the per• fabrication, storage, delivery. election and bracing of trusses and trues systems, see ANSVrPl1 Quality Criteria, D3049 and SCSI Building Component 6904 Parke East Bhld Safety Information available from Truss Plate Institute. 210 N. Lee Street. Suite 312. Mexandra. VA 22314 Tamps, FL 36610 Job Truss Truss Type City Ply Park Sq/BarcelowA orC TRAY T71721061IP2392ACT82SPECIAL12 Mid-Flonds comber, Bartow. FL 7.54115 Apr 1V 21116 MFICK IlldV$me$. Inc. Mori JV1311Z'4V'702VI I vagez ID:IIiEL2vgrkv4uEJUYC2)FzkFng.61vm9SJgEdxANtLPO Pd3eDFgxwvsiR5U19v44ysYx7 NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase-1 00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4-60, 4-5=-60, 6-11=90, 2-12=-20 Concentrated Loads (lb) Vert: 6-706 0 WARNING • V desi n — erNy p jranmerps and READ NOTES ON Td05 AND INCLUDED MITEK REFERENCE PACE MlF7R7 rev. feT3R0/5 BEFORE USE. Design valid for use only with MTokO connectors This design is based only upon parameters shown, and is for an individual budding component, nod a truss "am Before use. the budding designer must verily the applicability of damps parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing rs always required for stability and to prevent collapse with possible personal injury and popery damage For general guidance regarding the fartinc lion, storage. delivery, eredion and bracing of trusses and truss systems, see ANSVTPII Quality Crlterls, DSB-89 and SCSI Building Component 6904 Parke East BNd Safety Information available from Trans Plate Instdute. 216 N Lee Street, Sate 312. Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park S46arcelorwA or C_TRAY T 11721062 P2392ACT B3 SPECIAL 1 n Job Mx1-Flonda Lumber, Barlow, FL 7 640 s Apr 19 2016 MITek Industries. Inc Mon Jul 31 12.49.59 2017 Page 1 ID:ItiEj_2vgrkv4uEJ UYc2jFzkFn"DT9MoKl?x317pwbZhwscrmPlLGVbBGE iyvScWysYx6 1.1.0.0 1 4.94 F 9.0.0 1 12.7•e 1 14-10.14 I n-4-0 I ts7$ I 21.10.13 I z4-4-0 1.40 4-a4 4-2-12 37.8 2.3.6 2-52 2.38 2-3.7 2.53 4xe = 24 15.4 I I 255 Scale - 1,44.5 3x4 = 2x4 11 5x10 = 4x4 11 700 MT20HS = 2x4 11 2x4 11 4x14 = 3x4 11 LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 00 ' BCDL 10.0 SPACING- 2 0-0 Plate Grip DOL 1.00 Lumber DOL 1.00 Rep Stress Incr NO Code FBC2014/TP12007 CS'DEFL. TC 098 BC 0.75 WB 0.87 Matrix-M) in (loc) Well Ud Vert(LL) -0.42 16-17 >695 360 Vert(TL) -1.00 16-17 >289 240 Horz(TL) 0.07 12 n/a n/a PLATES MT20 MT20HS Weight: 294 Ili GRIP 244/190 187/143 FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-6-15 oc purlins, except BOT CHORD 2x6 SP DSS end verticals. WEBS 20 SP No.3 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 6-18 2x4 SP No.2 REACTIONS. (lb/size) 12=1597/0-4-0, 2=1456/0-8-0 Max Horz 2=263(LC 12) Max Uplift 12=90(LC 9). 2=178(1_C 12) Max Grav 12-1981(LC 17), 2=1547(LC 17) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-22=-2977r744, 3-22=2948/754, 3.23=-2710/690, 4-23=2660/701, 6.17=553/216, 6-26=11461/2851, 7-26=11461/2851, 7-27=11461/2851. 8-27=11461/2851, 8-9=8730/1887, 9-28=3734r713, 10.28=3734r713, 10-11=3734l713, 11-12=1663/314 BOT CHORD 2.19=-960/2740,18-19=-960/2740,17-18=-3211/11645,16-17=-3414/12307, 15-16=1887/8730, 14-15=1887/8730, 13.14=1887/8730, 12-13=51/272 WEBS 3.18=347/155, 4-18=-898/3431, 4-6-3414/1032, 6.18=-9438/2454, 8.15=-1156/346, 9-14-385/1509, 7-16=344/43, 6.16=-1101/605, 8-16=1036/2936, 11-13=717/3753, 9.13=-5417/1273 NOTES- 1) 2-ply truss to be connected together with 10d (0.131'x3") nails as follows. Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc Bottom chords connected as follows: 2x6.2 rows staggered at D-9-0 oc Webs connected as follows. 2x4 - 1 row at D-9-0 oc. 2) All loads are considered equally applied to all plies, except it noted as front (F) or back (8) face in the LOAD CASES) section Ply to ply connections have been provided to distribute only bads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design 4) Wind: ASCE 7-10; VuR=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=1511; B=45ft; L=24tt; eave=4tt; Cat. 11; Exp B; Encl , GCpi=O 18. MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-D-0, Intenor(1) 2-M to 9-0-0, Exterior(2) 9-D-0 to 12-0-0. Interior(1) 12-512 to 24-2-4 zone;C-C for members and forces & MWFRS for reactions shown, 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 psf bottom chord live load nonconcurrent with any other live loads 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will Printed copies of this document are fd between the bottom chord and any other members. not Considered Signed and sealed and 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 90 lb uplift at joint 12 and 178 lb uplift at the signature must be verified onjoint2. 10) "Semi -rigid pilchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. any electronic Copies 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) . The design/selection of such O WARNING - Verily design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE NO.7473 rev. 10A3R015 BEFORE USE. Design valid for use only wen Wake connectors This design is based only upon parameters shown, and is for an mdwidual budding component, not a truss system. Before use, the building designer must verily the appliubLy of design parameters and property incorporate this design into the *well building design Bracing Indicated is to prevent bucking of ind vidual truss web cho rdord members only. Additional temporary and permanent bracing hiBrTJa. 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 ANSVTPIt Quality Criteria. OSB29 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tamps, FL 36610 Job Truss Truss Type Oty Ply Parts SgrBercewna-A or C TRAY T71721082IP2392ACT83SPECIAL1 MKl•Ficrida Lumber, Barlow. FL LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase-1.00, Plate Increase=1.00 Uniform Loads (pIq Vert: 1-4-60, 4-5=-60, 6 11=90, 2-12=20 Concentrated Loads (Ib) Vert: 6=706 1.0,e11 a Apr 1V LVIb MI10K In10Ve1r 0X. Inc MOn Ju1.11 1L.ev.*v Nl r rage L ID:IGEL2vgrkv4uE JUYC2jFzkFn"DT9MoKIN317pwbLlwsrrmPILGVbBGEiyvScWysYx6 60. O WARNING - Verify design parameters and READ NOTES ON TINS AND INCLUDED dNTEK REFERENCE PAGE MII.7473 ray. 10100342015 BEFORE USE. Ifinaw Design valid for use only with MITek® conneclors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the budding designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the go fabrication, storage, delivery, erection and bracing of trusses end truss systems. see ANSVTP11 Quality Criteria, DSB49 and SCSI Building Component Egos Parke East Bhd Safety Information available from Trans Plate Insthae. 218 N. Lee Street. Suds 312. AleyAndra, VA 22314 Tamps, FL 36610 Job Truss Truss Type oty Ply Park SgfBarcelons•A or C TRAv T11721063 P2392ACT 84 SPECIAL Mid -Florida Lumber, Bartow, FL 7 640 a Apr 19 2016 Mnek Industries, Inc Mon Jul 31 12 50.00 2017 Page 1 ID:IIiEL2vgna4uEJUYC21FzkFng•201 XaBKwmFBudzVo7PR593la2lbWKcYOxceOByysYx5 8 F 12.7.8 F14-.1414I 17-4-0 }19- 378 F 21-137 3-0I 3.94 7-00 4113212 2.2.I 2. 5-03Sole = 1 44.5 US 4x8 — 2x4 II 4 24 5 25 6 ro ill ,, ro ill r. 13 3x4 = 2x4 II 3x4 = 8x10 = 4x4 I I 8x12 MT20HS = 2x4 II 3x9 11 4x14 = 3x4 I I 3- S irr`S LOADING ( psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.00 TCDL 10.0 Lumber DOL 1.00 BCLL 00 ' Rep Stress Incr NO BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x4 SP No 2 'Except' 7- 12. 2x4 SP No.1 SOT CHORD 2x6 SP DSS WEBS 2x4 SP No 3 'Except' 6. 18,7-19: 2x4 SP No.2 REACTIONS. ( lb/size) 13-2528/0- , 2-2354/0.8-0 Max Horz 2=202(LC 8) Max Uplift 13-341(LC 5), 2=-446(LC 8) Max Grav 13=3511(LC 2). 2=2377(LC 2) CSI. DEFL. in (loc) Vdeft Ud TC 0.98 Vert(LL) 0.4317-18 673 360 BC 083 Vert(TL) 1.04 17.18 280 240 WB 100 Horz(TL) 0.08 13 n/a Na Matnx- M) PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 446 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 244 oc puffins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. FORCES. ( lb) - Max. Comp./Max. Ten - All forces 250 (Ib) or less except when shown. TOP CHORD 2.3=4887/867, 3-4=4709/874, 4-24=-5381/945, 5.24=5381/945, 5.25=-337/33, 6- 25=337/33, 7-18=205/294, 7-26=18907/2802, 8-26=18907/2802, B-27=-18906/2802, 9- 27=18906/2802, 9.10=14347/1823, 1D-11=-0255/683, 11-12=-6255/683, 12- 13=2675/295 BOT CHORD 2-21=-917/4349, 20.21=-917/4349, 2D-28=-862/4198, 19-28=862/4198, 19- 29=3135/18868,18-29=3135/18868,18-30=-3310/19949,17-30=3310/19949, 17- 31=-1823/14347, 16-31=1823/14347, 16-32=1823/14347, 15-32-1823/14347, 15- 33=1823/14347, 14-33=1823/14347, 14-34=-47/442, 13-34=-47/442 WEBS 3.20=-263/66, 4-20=70/497, 4-19=-234/1852, 5-19=771/4826, 57=7126/1292. 7- 19=-14428/2273, 9.16=16921344. 10-15=363/2648, 8-17-263/40, 7- 1 7=-2105/546, 9- 17=- 1053/5188, 12-14=-689/6303, 10-14=-8774/1236 NOTES- 1) 3-ply truss to be connected together with 1 Od (0.131"x3) nails as follows. Top chords connected as follows: 20 - 1 row at 0.7-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 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 (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind, ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL-3 Opsf; h-15h; B=45ft; L=24ft; eave=oft, Cat II; Exp B. Encl., GCpi=O 18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1 60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 341 lb uplift at joint 13 and 446 lb uplift at Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies D WARNING • Verify only ignwith Parameters co and READ NOTES ON based only INCLUDED meters REFERENCE PAGE Ma• dual rut. building component, BEFORE USE Design valid for use brity with MiTllim connectors. This design is Dasse only upon parameters shown, and b lei an individual building Component, not a truss system. Before use. the building designer must verity the applicability of design parameters and property incorporate this design into the overall Wilding design Bra" indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing its always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. election and bracing Of trusses and truss systems, see ANSIRPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information &variable from Truss Plate Institute, 218 N Lee Street, Suss 312. Alexandria, VA 22314 Tampa. FL 36610 Job Truss Truss Type Oy Ply Park SglBarcelona A or t_rRAv T11721083 P2392A:CT B4 SPECIAL 3 Mal-Flortds Lumber, Bartow, FL. I a.Y 5 1p< lY NlQ MIIQF mOYilrQi. InG MWIJYI it 1[.Y.W NlI —9. L ID ltiEL2vgrkv4uEJUYC2iFzkFrlg-201Xa8KwmFBudzVo7PR593la2lbWKcYOxce08yysYx5 NOTES- 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 lb down and 204 lb up at 7-0-0, and 97 Ib down and 106 lb up at 9.0-12, and 97 lb down and 106 lb up at 11-0-12 on top chord, and 327 lb down and 97 lb up at 7-0.0, 66 lb down at 9-0.12.66 lb down at 11-0-12, 344 lb down at 14-9-12, 344 Ib down at 16-9-12, 344 lb down at 18-9-12, 344 lb down at 20-9-12, 344 Ib down at 22-9-12, and 354 Ib down at 24.2-4. and 1136 Ib down and 201 lb up at 12-9-12 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: 14-60, 4-6=-60, 7-12=75, 2-13=20 Concentrated Loads (lb) Vert: 4=-142(B) 7=460 13=-89(8) 20=327(B) 17=79(B) 24=-97(8) 25=97(B) 28-41(B) 29=41(B) 30=1021(F) 31=79(B) 32=79(B) 33=79(8) 34=79(8) 1 1OWARNING • Varlly design parameters and READ NOTES ON INS AND INCLUDED MTEK REFERENCE PAGE MO.7471 rev. 1"3,7015 BEFORE USE. Design vabd for use only with MITekB connectors This design is based only upon parameters shown, and is for an mdmdual buildup component, not a truss system Before use. the Wading designer must verity the applicability of design parameters and property Incorporate this design into the overall budding design. Braring indicated Is to prevent buckling of tnduwdual truss web andlor chord members only. Additional temporary and parntanent bracing is always required for nabedy and to prevent collapse with possible personal injury and property damage For general quittance regarding the fabrication, storage, delivery. erecilon and bracing of trusses and truss systems, see ANSVTPII Ouality Criteria, DSB29 and SCSI Building Component 61104 Parke East Blvd. Safety Informathon available from Truss Plale Institute. 218 N Lee Street. Suds 312, Akxandris, VA 22314. Tamps, FL 36610 Job Truss Truss Type Ply Park S418imtelons-A or ta TRAYry T117210W P2392ACT C1 COMMON 1 Moplonas Lumber, BanbW, FL 7 640 s Apr 19 2016 Mnek Industries, Inc Mon Jul 31 12.50:01 2017 Pape 1 ID:ItiEj_2vgrkv4uEJUYC2jFzkFng-VkwnULYWYK1E74 t16yKhGrwE90r3GbXAGOZhOysYx4 1 -1.0.0 1 59.4 1 11.0.0 16.2.12 22-" F230-0 1 140 5.9.4 S2.12 5-2-125-9-4 1.40 SCSI* - 1:40 2 40 = q 3x4 = 3x4 = 3x4 3x4 = 3x4 = 1 783 l 783 14.5.13 6,11.11 I 224)-0 1 783 Plate Offsets (X.Y)— 12:0-2 O.Edgel, 16,0-2-O.Edael LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.31 Vert(LL) -0.05 B-10 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 SC 0.50 Ver1(TL) -017 8-10 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.18 Horz(TL) 0.05 6 n/a n/a BCDL 100 Code FBC2014/TPI2007 Matrix-M) Weight: 101 lb FT = 2096 LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-9-11 oc purlins BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 20 SP No.3 REACTIONS. ( lb/size) 2=940/0-8-0, 6=940/0-" Max Horz 2-115(LC 10) Max Uplift 2— 181 (LC 12), 6-181(LC 12) FORCES. ( lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-17-1453/431, 3-17-1387/448, 3-18-1285/439, 4-18=1208/450, 4-19-1208/451, 5- 19-1285/439, 5.20-1387/448, 6-20-1453/431 BOT CHORD 2-10=-306/1240, 9.10-141/833, 8-9=141/833, 6 8=-324/1240 WEBS 4-8-145/476, 5-8=309/196, 4-10-145/476, 3-10=-309/196 NOTES- 1) Unbalanced root 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=15ft, B=45R; L=24R; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 24)-0 to 11.0 . Exterior(2) 11-0-0 to 14- 0-0 zone,C-C for members and forces E MWFRS for reactions shown; Lumber DOL=1 60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will rd between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 181 lb uplift at joint 2 and 181 lb uplift at joint 6. 6) " Semi -rigid pnchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARNING • VorHy, design perarriefors and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MLL7177 rw. e0007/201e BEFORE USE. 1 Design valid for use only with MITek® connectors. This design is based only upon parameters shown, and r6 for an individual Wading component, not a truss system Before use, the budding designer must verity the applicability of design parameters and property hKorporste this design into the overall bu Wng design. Bracing indicated is to prevent WCWing of individual truss web and/or Urord 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 MUD uncalron, storage, delivery. erection and bracing of trusses and truss systems, sea ANSVTPII Quality Criteria, DSB29 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Inslinds, 218 N. Lee Street. Suds 312. Alexandna, VA 22314 Tamps, FL 36610 Job Truss Truss Type Oy Ply Part $glBarcebna-A or CTRAY T11721065 P2392ACT C2 HIP 1 1 Mo-Flonde Lumber, Barlow, FL. w eeu s npr is Ni= mines muuarms, ice. lion aw 51 ic.ay.v, cv,. Fiji , ID It1Ej_2vgrkv4uEJUYC2jFzkFng-WcavnULYWYKIE74 h6yKhGrxs9yd3G2XAGOZhOy$Yx4 i-1-0-0 9-0.0 13.0-0 i 17.2-12 i 22-0-0 i23.0.0 1-0 0 4.9 4 4.2.12 4-0-0 4.2.12 4.9.4 1 0 0 Scale - 140.4 4x4 = axe = 34 = 3., =3x4 = 3x4 = 3x5 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 0.0 BCDL 10.0 LUMBER - TOP CHORD 20 SP No 2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 24)-0 Plate Grip DOL 125 Lumber DOL 1.25 Rep Stress Inv YES Code FBC2014/rPI2007 REACTIONS. (lb/size) 2=940/0-8-0, 7=940/0-8-0 Max Horz 2=96(LC 11) Max Uplift 2=181(LC 12), 7=181(LC 12) CSI. DEFL. in (loc) War! L/d PLATES GRIP TC 0.21 Vert(LL) -0.12 9-17 >999 240 MT20 244/190 BC 0.71 Vert(TL) -0.33 9.17 >804 180 WB 015 Horz(TL) 0.05 7 n/a n/a Matrix-M) Weight: 108 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-9-10 oc purlins. BOT CHORD Rigid ceiling directly applied or 8.9-10 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=-1458/558, 3.18-1406/572, 3-4=-1172/458, 4-5=999/455, 5-6=1171/458, 6-19=1406/572. 7-19=14 58/558 BOT CHORD 2-11=-439/1258, 10-11=251/998, 9-10=-251/998, 7-9=-446/1257 WEBS 3.11-304/222, 4-11=71/291. 5-9=-65/291. 6-9=304/222 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=15ft; B=45ft; L=24ft; eave=4ft; Cat. II, Exp B; Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-" to 9-0-0. Extenor(2) 9-0-0 to 13-0-0. Intenor(1) 17-4-11 to 23-0.0 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 five load nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 181 lb uplift at joint 2 and 181 lb uplift at joint 7. 7) "Semi -rigid pdchbreaks including heels" Member end fixily model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING - Verify design parameters and READ NOTES ON TNIS AND INCLUDED MREN REFERENCE PAGE 01411.7473 rev. 1003rM5 BEFORE USE. Design valid for use only with MITek6 connectors This design is band only upon parameters shown, and is for an individual budding component, not a truss system Before use, the building designer must vent' the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only Adddonal temporary and parmenem bracing is always required for stability and to prevent collapse with possible personal injury and properly damage For general guidance regarding the fabrication, storage. delivery. erection and bracing of trusses and truss systems, see ANSVrPll Quality Criteria, DSBJ9 and SCSI Building Component 5904 Parks Fast Blvd. Safely Information available from Truss Plate InshlNe, 218 N Lee Street, Surfe 312. Aroxandna. VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply or C_TRAY lftrkg grcelt;na-A T11721066 P2392ACT C3 NIP 1 1 mid -Fiords Lumder, tunow, FL 7 640 s Apr 19 2016 MRek Industries. Inc. Mon Jul 31 12*50 02 2017 Page 1 ID:IUEL2vgrkv4uEJUYC2jFzkFng-?oBH_gMAHsScsHIAFgUZE U035YH BohphOv76DrysYx3 F-1 I 334 I 7.0.0 I 11-0.0 I 15-0-0 I 15 2.12 I 22.0.0 F23-0-0 r1.0.0 39.4 32.12 4.40 4.0-0 32-12 38.4 1.00 Scale = 1.40.1 3x5 = LOADING (psf) TCLL 20.0 TCDL 10.0 BCLL 00 BCDL 10.0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No.3 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Ina NO Code FBC2014rrP12007 REACTIONS. (Ib/size) 2=1616/0-", 8=1616/0-8-0 Max Horz 2=77(LC 6) Max Uplift2=-416(LC 8). 8=^416(LC 8) 04 = 3x8 = 4x4 = 4 20 21 5 22 23 6 US = 4x4 = 1x4 II 34 = US = CSI. DEFL. in (loc) Well Ud PLATES GRIP TC 0.43 Vert(LL) 012 11 >999 240 MT20 244/190 BC 0.81 Vert(TL) 0.2911-13 >909 180 WS 0.31 Horz(TL) 0.11 8 n/a Ma Matrix- M) Weight: 112 lb FT it 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-2-2 oc puffins. BOT CHORD Rigid ceiling directly applied or 7-2-0 oc bracing. FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=2936/776, 3-4=2767n51, 4.20=2482/697, 20-21=2482/697, 5-21-24821697, 5- 22--2482/697, 22-23=-2482/697, 6-23-2482/697, 6-7=27671751, 7-8=29367776 BOT CHORD 2-13=-631/2566, 13.24=679/2826, 12-24=-679/2826, 11-12=-679/2826, 11.25=-679/2826, 10. 25=-679/2826, 8-10= 631/2566 WEBS 4-13=145/819, 5-13=514/152, 5.11=0/261, 5.10=-514/152, 6-10=-145/819 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=15ft; B-45ft; L=24ft, eave=4ft, Cat. II; Exp B. Encl. GCpi=0.18; MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will f4 between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 416 lb uplift at joint 2 and 416 lb uplift at joint 8 7) " Semi -rigid phchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 189 lb down and 204 lb up at 7-0-0, 97 lb down and 106 lb up at 9-0-12, 97 lb down and 106 lb up at 1 t-0-0, and 97 lb down and 106 lb up at 12-11.4. and 189 lb down and 204 lb up at 15"on top chord, and 327 lb down and 97 lb up at 7-04. 66 lb down at 9-0-12. 66 lb down at 11-0-0. and 66 lb down at 12-114, and 327 lb down and 97 lb up at 14-114 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced), Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert. 1-4=60, 4-6-60, 6-9=-60, 14-17=-20 Concentrated Loads (lb) Vert: 4=-142(F) 6=142(1`) 13=-327(F) 11=-41(F) 5=97(F) 10=327(F) 21=-97(F) 22=-97(F) 24=41(F) 25=-41(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING • Var/ty design I»nmafers and READ NOTES ON 7N/5 AND INCLUDED M/TEK REFERENCE PAGE MJI.7477 rev. 10103/J016 BEFORE USE. 1 Design valid rot use only with MiTekm contractors This design is based only upon parameters shown, and is for an individual bustling component, not a truss system. Before use, the building designer must verify the applicability of design parameters end property incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual truss web andfor chord members only Additional temporary and permanent bracing is siweys required for inability and to prevent collapse with possible personal ir4ury and property damage For general guidance regarding the NNW fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIt Quality Criteria, DS849 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Pate Institute. 218 N. Lee Street. Suds 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss as Type Oy Ply Perk SglBaTAbns-A orCTRAY 1 T11721067lP2392A.CT U HIP 1 2 Mid-Florida Lumber, Bartow, Fl. 7.64e s rip is zwo sdiex Industries. in mon.rm ai iz.ad.do zdi r rage i I D.ItiEL2vgrkv4uEJUYC2jFzkFng-T?dC9No2AaTURDNoX?omtmSFyeJXOBgdZtglHysYx2 331t44 3.0 4- $ I 2S0 938012I22. 0.0 1 3.40 Scale = 1: 40.2 4x8 = 20 1x4 II 5x8 MT18HS = 5 21 S 3x5 20 II 30 = 7x8 = 5x7 = axe = 3x8 II 8xS MT18HS LOADING (psf) SPACING- 2-" TCLL 20. 0 Plate Grip DOL 1.25 TCDL 10. 0 Lumber DOL 1.25 BCLL 0. 0 ' Rep Stress Ina NO BCDL 100 Code FBC2014frP12007 LUMBER - TOP CHORD 20 SP No.2 SOT CHORD 2x6 SP DSS WEBS 2x4 SP No.3 *Except* 4-14, 5-13,6.12,7-11: 20 SP No.2 REACTIONS. (lb/ size) 9=7852M 4-0, 2=2829/0-4-0 Max Horz 2=78(LC 7) Max Upld19= 2102(LC 8), 2=775(LC 8) CSI. DEFL. in (loc) Well Ud PLATES GRIP TC 0. 98 Vert(LL) -0.17 11 >999 240 MT20 244/190 BC 0. 69 Vert(TL) -0.42 11 >624 180 MT18HS 244/190 WS 0. 82 Horz(TL) 0.10 9 n/a n/a Matrix-M) Weight: 275 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-4-4 oc purlins. BOT CHORD Rigid ceiling directly applied or 948.1 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=5822/1545, 3-4=5655/1541, 4-20=7080/1962, 5-20=7080/1962. 5-21=7080/1962, 6.21=- 7080/1962, 6-7=-9793/2701, 7-8=14154/3875, 8.9=15433/4176 BOT CHORD 2-15=1339/5181, 14.15=-1339/5181, 13-14=1279/5035, 12-13=-2374/8988, 11-12= 3394/126", 11-22=3701/13784, 10.22=3701/13784, 9.10=3701/13784 WEBS 3- 14=325/71, 4-14=64/343, 4-13=-803/2907, 6-13=2707/949, 6-12=1647/6014, 7-12= 6664/1856,7-11=-1976/7224,8-11=-1329/357,8.10=-261/1127 NOTES- 1) 2- ply truss to be connected together with 10d (0.131"xW) nails as follows. Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows 2x6 - 3 rows staggered at 0-2-0 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) 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; SCDL-3.0psf, h=25R; 8=45tt; L=24ft; eave=4tt; Cat. 11; Exp B; Encl. GCpl=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 psf bottom chord live load nonconcurrent with any other live loads. 8) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 2102 lb uplift at joint 9 and 775 lb uplift at joint 2. 10) "Semi - rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 5991 lb down and 1715lb up at 16-6- 8, 1187 lb down and 307 lb up at 16-11-4, and 6361b down and 176 Ib up at 18.114, and 1047 Ib down and 274 Ib up at 2D-11. 4 on bottom 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 O WARNING • VWNy design panmNars and READ NOTES ON TIOS AND INCLUDED 119TEK REFERENCE PAGE MO.7473 rev. /0107R015 BEFORE USE. Design valid for use only with MiTekB eonneabrs This d0f rgn a based only upon parameters drown, Intl is for an individual building component, not a truss system. Before use. the bustling designer must verity the applicability of design parameters and property incorporate this design into the overall bud dung design Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is siweya required for stability and to prevent collapse with possible peisorul Injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPH Quality Criteria. DSB-89 and SCSI Building Component 690d Parke East Bald. Safety Information available from Truss Plate Institute, 218 N Lea Street, Suds 312, Mexandne. VA 22314. Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Baroetona•A or C_TRAY T11721067 P2392ACT C4 HIP 1 n 10101•tbfr0a Lumber, eanow, 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, 4-6=-60, 6-9=-60, 2-9=20 Concentrated Loads (lb) Vert: 11-5991(B) 10=-636(8) 17-1047(B) 22=-1187(B) 7.610 a Apr 19 2010 Mnek Industries, Inc Mon Jul 31 12.50,03 2017 Pape 2 ID.ItiEL2vgrkv4uEJUYC2j FzkFng-T?dC9No2AaTURDNoX?omttw5F yeJXOBgdZtglHysYr12 0 emsWARNING • Verify design paromatars and READ NOTES ON TIOS AND INCLUDED MITEK REFERENCE PAGE MX7473 rev. 1d07/J013 BEFORE USE. lDesignvalidforuseontywithMITek* Connectors This design is based only upon parameters shown, and is for an individual budding component, not p` a truss system. Before use, the budding designer must verify The applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing rs always required for stability and to prevent collapse wah possible personal injury and property damage. For general quittance regarding the fabrication, storage, delivery, aredion and bracing of trusses and truss systems, see ANSIrtPII Ouslky Criteria, DSO-e9 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Sued, 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type SplBarcelona-A or C_TRAY JOIY JPly IPark T11721068 P2392ACT CS HIP 1 1 Mid-Flords Lumber. Bartow. FL 7 640 a AV 19 zoie maek Industries, me Mon Jui 71 1Z.50.04 z01 r Page 1 ID:ItiEj_2vgrkv4uEJUYC21FzkFng•xBG2PVORpTiK5ao2MFW1 JvTOSM3WGd0_sDcDljysYxl r •t-0-0 I 6.00 I 11.0.0 + 7130.0 22.0-0 1 0 e•00 5-00 5.0.0 6-0-0 1.00 Scale = 1:40.1 4xe = 19 20 axe = 3x4 = 1x4 II 30 = 3xS = 1x4 II 30 = 11-0A 16.0.0 I 22.0-0 1I 60.08-00 F S40 5.40 B•40 Plate Offsets (X.Y)- 13:0-5.4.0.2-01.15:0-5-4.0-2-01 LOADING (psf) SPACING- 2-M CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1,25 TC 0.33 Vert(LL) -0.06 9 >999 240 MT20 2"/190 TCDL 10.0 Lumber DOL 1.25 BC 038 Vert(TL) -0.16 9.11 >999 180 BCLL 00 ' Rep Stress Ina YES WB 0.18 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-M) Weight: 99 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No 2 TOP CHORD Structural wood sheathing directly applied or 4-6-0 oc purtins BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No 3 REACTIONS. (lb/sae) 2=940/D-3-8, 6--940/0.3.8 Max Horz 2-67(LC 10) Max Uplift 2=252(LC 12). 6=252(LC 12) FORCES. (lb) - Max Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-18=1420/456, 3-18=13391475, 3-19=1 541/580.4-19=1541/580, 4-20=1541/580. 5-20-1541/580. 5-21=-13391476, 6-21=1420/458 BOT CHORD 2-11=317/1196, 10-11=316/1201, 9-10=316/1201, 8-9=325/1201, 326/1196 WEBS 3.9=150/468, 4-9=336/175, 5-9=-150/468 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind, ASCE 7-10. VuR=140mph (3-second gust) Vasd-108mph; TCDL=4.2psf, BCDL=3.Opsf; h-25ft; B=45R, L=24R, eave=4it; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-M to 2-", Interior(1) 2-0-0 to 6-". Exterior(2) 6-0-0 to 20.2-15 Interior(1) 20-2-15 to 23-0-0 zone;C-C for members and forces 6 MWFRS for reactions shown; Lumber DOL-1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-D-0 wide will ibetween the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 252 lb uplift at joint 2 and 252111 uplift at joint 6. 7) " Semi -rigid prichbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING • Verify design paramorom and READ NOTES ON 710S AND INCLUDED IIOTEK REFERENCE PAGE NIF7473 rev 10AM015 BEFORE USE. Design veld for use only with MRela® connectors. This design is based only upon parameters shown, and is for an individual budding componerd. not a truss system Before use, the budding designer must verify the applrcabdny of desrgn parameters and property incorporate this design into the overall building design Broong Indicated is to prevent buckling of Indrwdwt truss web andIor chord members only. Additional temporary and penfumerd bracing is atways required for Stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage, delivery, erestlDn and bracing of trusses and Luse systems, see ANSIRPit Quality Criteria. DSB•89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute. 218 N Lee Street, Su4e 312. Alexandra. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park SCISarcelons-A or C TRAV T11721069 P2392ACT Cis HIP 1 1 Job R INq•f enoa Lumber. eanow, FL. 7.640 s Apr 19 2016 Milk Industries, Inc. Mon Jul 31 12.50 04 2017 Page 1 ID ItlEL2vgrkv4uEJUYC2jFzkFng-xBG2PVORpTiK5aoZMFW1JvTNvMxJGXD sDcDljysYxl I.1-0-0 I 5.40 9.49 12.11.7 I 17.0.0 I 22-" 123-0.0 i 15.40 4 9 540 Scale e 1 V 01 G M P 4xe = THIS TRUSS IS NOT SYMMETRIC PROPER ORIENTATION IS ESSENTIAL. fire 11 3xe = 4xe = r • 17 1e o 19 a IV n 4x4 = 2x4 II Tire = 3x5 = 2x4 II 3x9 = Y 540 9-a9 I 12.11.7 I »-O.O 22.0.0 5. 0-0 4-a8 31a13 4-09 Sao LOADING ( psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0,54 TCDL 10.0 Lumber DOL 1.25 BC 0.84 BCLL 0.0 ' Rep Stress Incr NO WB 0.57 BCDL 10.0 Code FBC2014/TP12007 Matrix-M) LUMBER. TOP CHORD 2x4 SP No.2 SOT CHORD 2x6 SP No.2 Except' 7- 11. 2x6 SP No.1 WEBS 2x4 SP No.3 DEFL. in (loc) Well Ud PLATES GRIP Vert( LL) -0.16 10-11 >999 240 MT20 244/190 Vert( TL) -0.3910.11 >685 180 Horz( TL) 0.08 7 n/a n/a Weight 121 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-1 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-6.1 oc bracing. REACTIONS. ( lb/size) 2=1371/0-3-8, 7=1569/0-3-8 Max Holz 2=-5B(LC 23) Max Uplift2-398(LC 8), 7=476(LC 8) FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-3-2591l712, 3-4-3498/1048, 4-17=-3498/1048, 17-18=3498/1048, 5-18=-3498/1048, 5- 19-378511136, 6-19-3785/1136, 6-7-3051/891 BOT CHORD 2-12-575/2266, 11-12-573/2275, 11-20-1051/3785, 10-20=-1051/3785, 1D- 21-720/2702, 21-22=720/2702, 9-22-720/2702, 7-9-714/2677 WEBS 3.11=-477/1505,5-11=-373/223,6-10=-398/1340,6.9=-101/427 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vu11=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3 Opsf; h=25111; B=45ft: L=24ft: eave=411t; Cat. II, Exp B. Encl.. GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0.0 wide will f4 between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 398 lb uplift at joint 2 and 476 lb uplift at joint 7. 7y' Semi-rigid pttchbreaks including heels" Member end fixity model was used in the analysis -and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 93 lb down and 77 lb up at 13-0-12, and 93 lb down and 77 lb up at 14-34 on top chord, and 577 lb down and 197 lb up at 11-0-12, 36 lb down at 13.0-12, and 36 lb down at 14-3-4, and 329 Ili down and 145 lb up at 16.3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASES) 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 (pll) Vert: 1-3-60, 3.6=-60, 6.8=-60, 2-7=-20 Concentrated Loads (lb) Vert: 5-51(F) 10=-26(F) 19=51(F) 20-577(1`) 21=-26(F) 22=-329(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARN/ NO • VerNy dsa/pn panmafara and READ NOTES ON Ts05 AND INCLUDED MITEN REFERENCE PACE M/F7177 ray. f0!e7/2013 BEFORE USE. Design valid for use only with MlTeloeP connectors This design Is based only upon parameters shown, and is for an individual budding componem, not a truss system. Before use, the building designer must verily the applicability of design parameters and property Incorporate this design Imo the overall budding design. Bracing indicated Is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is alive" 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 ANSIRPI11 Quality Criteria, DSB29 and SCSI Building Component $904 Parke East Blvd Safety Information svallabfe from Truss Plate Insidute. 21e N. Lee Street, Sues 312. Alexandria, VA 22314 Tamps, FL 36610 Job Truss Truss Type Oty Ply or C TRAY IParkSWUrceona- A T11721070 IP2392ACTC7HIP11 all M10-r lorga Lumber, uantxw, rL. arya rs cvry mrran nr „a.vw ID RiEL2vgrkv4uEJLIYC2jFEkFng-PNqOdr03angBlkNMy1GWOd.L2?4X75IMrgAysYxO 9.0.0 I 13." 1 1&SO t-40 4-a1 4.2.12 4.0.0 3S0 Scale - 1 31 2 4x4 = 4x8 = 4 3x9 = 314 = ? 3x5 = 1.5x4 I 9.0.0 9.0-0 t3-0-0 1 t&SO I 4.0-D 3-SO Plate Offsets (X.Y)— 12:0.2-S.Edoel.1525-4.D-2-01 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.20 Vert(LL) -0 11 9-12 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.61 Vert(TL) -0.28 9-12 >697 180 BCLL 0.0 ' Rep Stress Ina YES WB 0 19 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matnx-M) Weight: 91 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-1 oc puffins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No 3 BOT CHORD Rigid ceiling directly applied or 8-10-14 oc bracing. REACTIONS. (lb/size) 2-725/0-3-8.7=636/Mechanical Max Horz 2=121(LC 12) Max Uplift2=190(LC 12), 7=162(LC 12) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-13=1003/408, 3-13=955/422, 3-4-710/304. 4-14=578/316. 5.14-578/316, 5.6=470/227, 6-7-599/292 BOT CHORD 2.9=438/854, 8.9=152/374 WEBS 3-9=313/230, 5.9=124/337, 5-8=-271/142, 6-8-197/486 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VuB=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=3.Opsf, h=25ft: 8=45ft; L-24ft; eave=oft; Cat. II; Exp B; Encl. GCpr=O.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-" to 9-0-0. Fadenor(2) 9.0-0 to 13-0-0 zone;C-C for members and forces d MWFRS for reactions shown; Lumber DOL-1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 190 lb uplift at joint 2 and 162 lb uplift at joint 7. 8) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING - Verify design Personalism and READ NOTES ON THIS AND INCLUDED N/TEK REFERENCE PAGE NO-7473 rev. 10MV2015 BEFORE USE. 1 Design valid for use only with MTekm connectors This design is based only upon parameters shown, and is for an individual budding component, not a truss system Before use, the budtlup designer mull verity the applicability of design parameters and properly incorporate Nis design exo the overall building design Bracing indicated is to prevent buckling of individual truss web andIor chord members ordy. Additional temporary and permanent bracing Is always required for slabluly and to prevent collapse war, possible personal vyury and property damage For general guidance regarding the - fabncation, storage, delivery, erection and bracing of lrosses and truss systems, see ANSVTPN Quality Criteria, DSBd9 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Inslkute. 210 N Lee Street, Suite 312. Alexandra. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sgftrcalons-A or C TRAY T11721071 P2392ACT CB COMMON 1 Mid-Flords Lumber, Bartow, FL. 7 640 a Apr 19 2016 MRek Industries, Inc Mon Jul 31 12*50 06 2017 Page 1 ID, IUEj_2vgrkv4uE JUYC2jFzkFrig-taOogB PhL5y2LuyxUgYVOKYmKAhKkOXGJXSKMcysYx? 1.0.0 F 59-4 i 11.0.0 16-S-0 l 100 59.4 52.12 SSO 1 Sx8 = 30 = 6 30 = 30 = Scala = 1:37.2 LOADING (psf) TCLL 20.0 TCDL 100 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Inc YES Code FBC2014/TP12007 CSI. TC 0.35 BC 0.61 WS 0.58 Matrix-M) DEFL. in (loc) Vdefl Ud Vert(LL) -0.11 6-7 >999 240 Vert(TL) -0.25 6-7 >767 180 Horz(TL) 0.02 6 n/a n/a PLATES GRIP MT20 244/190 Weight: 83 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD Structural wood sheathing directly applied or 5-9-10 oc purtins, except BOT CHORD 2x4 SP No 2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 2=726/0-3-8, 6=636/Mechanical Max Horz 2=121(LC 12) Max Uplift2=192(LC 12). 6=160(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11-983/297, 3-11=-920/311, 3-12=756/263, 4-12=679/274 BOT CHORD 2-7=320/834, 7-15=135/412. 15-16=135/412, 6-16=135/412 WEBS 3-7=327/203, 4-7=-107/501, 4-6=540/175 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-251t: B=45ft; L=24ft; eave=oft; Cat If: Exp B; Encl., GCpi=0.18: MWFRS (directional) and C-C Exterior(2) -1.0-0 to 2-0-0. Interior(1) 2-0-0 to 11-0-0. Exterior(2) 11." to 14-0-0 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-D-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 192 lb uplift at joint 2 and 160 lb uplift at joint 6. 7) "Semi -rigid phchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARNING • Varlty daslpn panmaton and READ NOTES ON TN1S AND INCLUDED MITEK REFERENCE PAGE 0110•7477 raw. 10N7/7016 BEFORE USE. Design old for use only with MTek® connectors This design its based only upon parameters shown, and is for an individual buildup component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design inlo the overall budding design. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing rs sways required for stabday, and to prevent collapse with possible personal injury and property damage For general guidance regarding the - fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria. DSBd9 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Pate Insl4u4e. 216 N Lee Street, Suds 312, Alexandra, VA 22314 Tampa, FL 36610 Job Truss Truss Type Park Sg6ergbna-A or C TRAY JPly nnro72 IP2392ACTCJJACK10fy41JobReference (optionall Mk4Flonda Lumber, Barton. FL 7 640 a Apr 19 2016 MTek Industries. Inc. Mon Jul 31 12.50.06 2017 Page 1 ID:IUEj_2vgrkv4uEJUYC2jFzkFng-taOogBPhL5y2LuyxUgYVOKYpHApWkZIGJX5KMcysYx? 1.aD iao Scale =1 14 4 LOADING (psf) SPACING- 2-" TCLL 200 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Inor YES BCDL 10.0 Code FBC2014/TPI2007 3x4 II CSI. DEFL. in (loc) Vdeft Ud PLATES GRIP TC 016 Vert(LL) 0.00 5 999 240 MT20 244/190 BC 0.09 Vert(TL) 0 00 5 999 180 WB 0.00 Horz(TL) 0.01 3 n/a n/a Matrix-M) Weight: 7 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 5=149/0-4-0, 3=14/Mechanical, 4=1/Mechanical Max Horz 5=70(LC 12) Max Uplift 5=22(LC 8), 3=23(LC 9), 4=43(LC 12) Max Grav 5=149(LC 1), 3=14(LC 10). 4=32(LC 10) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 1-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10.0.0 oc bracing NOTES- 1) Wind, ASCE 7-10; Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf: h=15ft; 8=45ft; L-24ft: eave=oft; Cat II; Exp B; Encl , GCp1=0.18; MWFRS (directional) and C-C Exterior(2) zone; end vertical left exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurreni with any other live loads. 3) ' This truss has been designed for a live load of 20.0ps1 on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) o1 truss to bearing plate capable of withstanding 22 lb uplift at joint 5, 23 lb uplift at joint 3 and 43 lb uplift at joint 4. 6) "Semi -rigid phchbreaks including heels" Member end fdtily model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Vanity design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE MII.7473 rw. 1110312e15 BEFORE USE. 7DesignvalidforuseonlywithMrrrek® connectors This design is based only upon parameters shown, and 4 for an Individual budding component, not a truss system Before use, the budding designer must verity the applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual trust web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. electron and bracing of trusses and truss systems, see ANSVTPI11 Quality Criteria. DSB-a9 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute. 210 N. Lee Street, Sudia 312. Alexandria, VA 22314 Tamps, FL 36610 Job Truss Truss Type Oy Ply Park splearalona-A or C TRAY TJob 11721073 P2392ACT CJ1 JACK 22 1 Mid -Florida Lumber. Bartow. FL 7 640 $ Apr 16 2016 Mnek Industries. Inc Mon Jul 31 12 50.07 2017 Page 1 ID, ItiEj_2vgrkv4uEJUYC21FzkFng•LmyA2XOJ604vy2X81 N3W5>XZAzTOvOYBrtu2ysYx_ 10-0 1b0 1.0.0 1A0 LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20 0 Plate Grip DOL 1.25 TC 0.07 TCDL 10.0 Lumber DOL 1.25 BC 0.01 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 BCDL 10 0 Code FBC2014rrPl20D7 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 20 SP No.2 REACTIONS. (lb/size) 3=12/Mechanical, 2=124/0-3-8, 4=3/Mechanical Max Horz 2=42(LC 12) Max Uplrft3=5(LC 9), 2=64(LC 12) Max Grav 3=13(LC 17), 2=124(LC 1), 4=12(LC 3) FORCES. (lb) - Max Comp./Max Ten. - All forces 250 (lb) or less except when shown. Scale = 1:7 1 2x4 = DEFL. in (loc) Udell Ud PLATES GRIP Vert(LL) -000 7 >999 240 MT20 244/190 Ver1( L) -0.00 7 >999 180 Horz( TL) -0.00 2 n/a n/a Weight: 5 lb FT = 2046 BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE 7.10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; 8=45ft, L=24R; eave=4R; Cat If: Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 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 5 lb uplift at joint 3 and 64 lb uplift at joint 2. 6) " Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING- Verify deslgn parameters and READ NOTES ON TNIS AND INCLUDED aOTEK REFERENCE GAGE 11011-7473 rev. 100031201S BEFORE USE. Design valid for use only with Mnek® connectors This design is based only upon parameters shown, and is for an mdmdual 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 indurated is 10 prevent buckling of individual truss web andfor chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal inpiry and property damage For general guidance regarding the MOW fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria. DSBda and SCSI Building Component 6904 Puke Fast Blvd. Safety Information available from Truss Plate Institute. 218 N Lee Street, Suite 312. Alexandria, VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq/BarcelowA or C_TRAY T117210741 IP2392ACTCJ3JACK131 job Reference (optional) Mrd-Fldrlda Lumber, Barlow, FL. r.wv a npr rs cv,D m„ex muustnes, ,nc. un , ,s N rep. , ID.IUEL2vgrkv4uEJUYC2jFzkFng-LmyA2XOJ604vy2X81 N3kxX51PZASTDvOYBrtu2ysYx_ 1-0-0 340 _ 1 40 340 LOADING (psi) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Ina YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 20 SP No.2 SOT CHORD 2x4 SP No.2 2x4 = 3 -0 CSI. DEFL. in (loc) Well Ud TC 0.08 Vert(LL) -0.00 4-7 >999 240 Sc 0.06 Vert(TL) -0.01 4-7 >999 180 WB 0.00 Horz(TL) 0.00 2 n/a n/a Matrix-M) REACTIONS. (lb/size) 3=65/Mechanical, 2=201/0.3-8, 4=29/Mechanical Max Horz 2=74(LC 12) Max Uplif3=34(LC 12), 2=-67(LC 12) Max Grav 3=65(LC 1). 2=201(LC 1), 4-46(LC 3) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown. Scale = 1:12.3 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purtins BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL-4.2psf, BCDL=3.Opsf; h=25ft; B-45ft; L=24ft, eave=oft; Cat. II; Exp B; End , GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1.0-0 to 2-0-0, Interior(1) 24)-0 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.0psf 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 34 lb uplift at joint 3 and 67 lb uplift et joint 2 6) "Semi -rigid pilchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING - Varlty design parameters and READ NOTES ON TIOS AND INCLUDED M/TEK REFERENCE PAGE M/ -7473 rov. 1009=01 ti BEFORE USE. Design valid for use only with MRekN connectors This design is based only upon parameters shown, and is for an individual building Component, not a truss system. Before use, the buildup designer must verify the applicability of design parameters and property incorporate the design MID the overall IsbuildupdesignBracingIndicatedistopreventbucklingofindividualtonsweband/or chord members only. Additional temporary and permanent or" 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 ANSVMI Quality Criteria. OSS49 and BCS1 Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute. 215 N Lee Street, Suite 312. Alexandria, VA 22314 Tamps, FL 36610 Job Truss s Type oty Ply Park SplBarc lone -A or C TRAY P- S, I T11721075 P2392ACT CJ3A 1 1 oft M d-Flonl a Lumber, Banow. FL. 2x4 = 3-0-0 7.610 s Apr 19 2016 MiTek Indusines, Inc. Mon Jul 31 12.50,07 2017 Page 1 ID:hiEj_2vgrkv4uEJUYC2jFzkFng-LmyA2XOJ604vy2X81N3kxX57JZABTOvOYBnu2ysYx_ Scale - 1:12.3 3.0.0 3J}0 i LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 VeM(LL) -0.00 6 >999 240 MT20 244/190 TCDL 1100 Lumber DOL 1.25 BC 0 06 Vert(TL) -0.01 3.6 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 Horz(TL) 0.00 1 n/a n/a BCDL 100 Code FBC2014/TPI2007 Matrix-M) Weight: 10lb FT = 2D% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purtins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 1=136/Mechanical, 2=67/Mechanical, 3=32/Mechanical Max Horz 1=49(LC 12) Max Uplift l=-21(LC 12).2=-35(LC 12) Max Grav 1=136(LC 1), 2=67(LC 1), 3=47(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=1l08mph; TCDL=4.2psf: BCDL-3 Opsf; h=25fl; 8=45fl; L=24H; eave=oft; Cat. It: Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 list 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) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 21 lb uplift at joint 1 and 35 lb uplift at joint 2 7) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING • Vorlly dmlpn parameters and READ NOTES ON TN1S AND INCLUDED a9TEK REFERENCE PAGE MO.7477 rev 10N7?01 a BEFORE USE. Design valid for use only with MiTsitm connectors This design is based only upon parameters shown, and is for an intlrvrduai budding component, not a truss system Before use. the building designer must verily the applicability of design parameters and property incorporate this design Into the overall budding tlssipn Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is efways required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabncation. storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI7 Ousllty Criteria, OS849 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lae Street. Suse 312. Alexandria. VA 22314 Tamps, FL 36610 Job Truss Truss Type Oty Ply Park SgiBarcebno-A Or C_TRAY T71721078 P2392ACT CJ3T SPECIAL a t Mid-Flonda Lumber. Bartow. FL vitou s ^pF iv Qrio mnex rriuuanes. — Mon w, a, , 2011 —go , ID IUEL-2varkv4uEJUYCAFzkFng-pyWYFtRxbClaC6Kb4azTle72zRvCTj2nraROVysYwz 1-0-0 1 2-1, 12 -3 3-a0 1a0 2.1.12 at-1 aae 20 = Plate Offsets (X Y)- 1370-a6 Edoel LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1 25 TC 0.27 TCDL 10.0 Lumber DOL 1.25 SC 035 BCLL 0.0 ' Rep Stress Ina YES WB 0.03 BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2-295/0-3-8, 5=9/Mechanical Max Horz 2=84(LC 12) Max Uplift2=118(LC 12) Max Grav 2=295(LC 1), 5=19(LC 3) FORCES. (lb) - Max. Comp./Max Ten. - All forces 250 (lb) or less except when shown 2)- 0.13lx3.5" TOENAILS Scale - 1:12.3 nCS e DEFL. in (loc) I/defl Ud PLATES GRIP Vert(LL) 0.09 6 >414 240 MT20 244/190 Vert(TL) -0.12 6 >292 180 Horz(TL) 0.06 5 n/a n/a Weight: 13 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing direly applied or 34)-0 oc puffins. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10: VuB=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft, B=45f1; L=24ft; eave=4ft; Cat. 11; Exp B; Encl.. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1." to 2-0-0. Interior(1) 2-" to 3-0-0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL-1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss Connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 118 Ib uplift at joint 2. 6) "Semi -rigid phchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING - Verify design Parameters and READ NOTES ON TIOS AND INCLUDED MITEK REFERENCE PAGE Ma-7473 rev. 1Qi03/t01S BEFORE USE. Design valid for use only with Me ekm connectors. This design is based only upon parameters shown, and is for an individual building component, not truss Before the building designer must verity The applicability of design parameters and property mcorporate this design into the overall 1 a system. use, building design Bracing indicated is to prevent buckling of individual miss web andfor chord members only. Additional temporary and permanent bracing rs always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, aorage. delivery, ereclion and bracing of Irusses and truss systems, see ANSVTPII Oualhy Criteria, DSBd9 and BCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate InatrlNe, 216 N Lee Street. Suite 312. Alexandne, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park S418orcelordsA or C TRAY 1 n n21on P2392ACT cis JACK 14 all Lumber, Bartow, FL. 7 640 s Apr 19 2016 Mrrek Industries. Inc Mon Jul 31 12 50.08 2017 Page 1 ID.ItiEL2vgrkv4uEJ UYC21FzkFrtg-pyWYFIRxtiClaC6Kb4azT1e8VzUXCT92nraROVysYwz t•0.0 5.40 1-0.0 5-0-0 Scale - 1.17 3 20 5-60 Plate Offsets (X.Y)— 12-04-0.0-0-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Lrd PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 025 Vert(LL) 0 02 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.18 Vert(TL) -0.04 4-7 >999 180 BCLL 0.0 ' Rep Stress Inv YES WB 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014/TP12007 Matrix-M) Weight. 18111 FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing REACTIONS. (lb/size) 3=111/Mechanical, 2=298/0.3-8.4=46/Mechanical Max Horz 2=108(LC 12) Max Uplift3=60(LC 12), 2=-82(LC 12) Max Grav 3=111(LC 1), 2=298(LC 1), 4=76(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VuB=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=2511; B=45t L=24tt, eave=41111, Cat 11; Exp B. Encl., GCpi=O 18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0. Intenor(1) 2-0-0 to 4-11-4 zone;C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi 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 I'd between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 Ili uplift at joint 3 and 82 lb uplift at joint 2. 6) "Semi -rigid prlchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARNING • Verify dsslpn paromarers and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PACE 1*0•7177 rev. 1010312015 BEFORE USE. Design valid for use only with MiTektp connectors This design is based only upon parameters shown, and is Im an indwidual budding 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 buedtrip design Bracing indicated is to prevent bucldmg of individual truss web andfor chord members only Additional temporary and permanent bracing is always required for stability and to provem 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 ANSVrPI1 Quality Criteria, OSS49 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 210 N Lee Street. Suite 312. Neundna, VA 22314. Tampa, FL 36610 Job Truss Truss Type Gly Ply Park SqfBa celona-A or C_TRAY 1 T11721078lJobP2392ACTCJSTSPECIAL4 R Mid-Flaba Lumber, Baelow, FL. Plate Offsets (X.Y)— 13:0-0-6.Edoe ID IbE)_2vgrkv4uEJUYC2 FzkFng H93xSDRZeOKeCMhW906C0yAl2NpntwGl?VKyxysYwy 1-0-0 2.1-1 3 5.0.0 1.0.0 2-1-12 47- 2 2.8.8 2x4 = Scab - 1:17.3 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.26 Vert(LL) 0.05 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 024 Vert(TL) -0.08 6 >773 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.01 HOrz(TL) 0.04 5 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-M) Weight: 19 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purtins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 20 SP No.3 REACTIONS. (lb/size) 4=11B/Mechanical, 2=31310.3.8, 5=29/Mechanical Max Horz 2-108(LC 12) Max Uplift4=57(LC 12). 2=-86(LC 12) Max Grav 4=118(LC 1), 2=313(LC 1), 5=59(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10, Vu11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3 Opsf, h=25ft; B=45ft; L=24ft, eave=oft; Cat. II; Exp B, End , GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-" to 24)-0, Intenor(1) 2-0-0 to 4-11-4 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 57 lb uplift at joint 4 and 86 Ile uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING • Verily design Parameters and READ NOTES ON Tf@S AND INCLUDED WTEK REFERENCE PAGE a1111-74TS rw. 180"015 BEFORE USE. Design valid for use only with Mrrek® connectors This design Is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the budding designer must verity the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is &Ways required for slabilay and to prevent collapse with possible personal injury and property damage For general guidance regarding the mm fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSVTPI1 Quality Criteria, DSB-49 and SCSI Building Component 6904 Parke East Blvd Safely Information available from Truss Plale Institute, 218 N. Lee Street, Susie 312. Alexandria. VA 22314. Tamps, FL 3600 Job Truss Truss Type oty Ply Park syBarcewne-A or C_TRAY 711721079 P2392ACT D1 MONO HIP 2 1 MM-Flcoda Lumber, Bartow, FL 7 640 It Apr 19 2016 Mnek Industries. Inc Mon Jul 31 12 50.09 2017 Pape 1 ID.ItiEj_2vgrkv4uEJ UYC2jFzkFng-H93xSDRZ60KcCMhW 906COyAEZNIExkvj?VK-MsYwy 1-1-0.0 1 7.4.14 14-3.4 1 165.0 1 1-0.0 7-4.14 6-109 2.1-12 4x6 = 1.5114 11 Scab - 143 9 3,4 = tx4 II 3x4 = 30 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 TCDL 10.0 Lumber DOL 1.25 BC 0.47 BCLL 0 0 ' Rep Stress Ina YES WB 0.80 BCDL 10.0 Code FBC2014rrP12007 Matrix-M) DEFL. in (loc) Vdefl Ud PLATES GRIP Veri(LL) -0.05 7-8 >999 240 MT20 244/190 Vert(TL) -0.14 7-8 >999 180 HOrz(TL) 0.02 6 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 2=730/0.3-8, 6=631/Mechanical Max Horz 2-264(LC 12) Max Upldt2=151(LC 12), 6=201(LC 12) FORCES. (lb) - Max. Comp /Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2.12=-929/117, 3-12=763/140. 3-13=291/2 BOT CHORD 2-8-334/755, 7-8=334/755 WEBS 3.8-0/295, 3.7=666/287, 4-7=93/465, 4-6=650/309 Weight. 101 lb FT = 20% Structural wood sheathing directly applied or 5-8-3 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=3 Opsf: h=25R; B-45ft; L=24ft; eave=oft; Cat. It: Exp B. Encl., GCpi=0.18, MWFRS (directional) and C-C Exlerior(2)-1 0 0 to 2-0-0. Interior(1) 2-0-0 to 14-3-4. Exterior(2) 14-3-4 to 16-3-4 zone;C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle a-6-0 tell by 2-D-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 151 lb uplift at joint 2 and 201 lb uplift at joint 6. 8) "Semi -rigid phchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies A WARNING - Verify doslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11410.7473 rw. 10,0"015 BEFORE USE Design valid for use only with Wake, Connector$ This design is based only upon parameters shown, and is for an indmdual building component, not limm a truss system. Before use, the building designer must verly the appleabrbly of design parameters and properly incorporate this design into the overall budding design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent placing MCIisekvaysrequiredforstabilityandtoprevemcollapsewithpossiblepersonalinjuryandpropertydamage. For general guidance regarding the fabrication, storage, delivery, erechon and bracing of trusses and truss systems, sea ANSIRPI7 Quality Criteria, DS849 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Insbtuse, 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tempe, FL 36610 Job Truss Truss Type Oty Ply Park SyBarcebna-A or C TRAY T11721080 P2392ACT D1T SPECIAL 1 1 Job I MID -Norm wmoer. nanwv, N- , — ,. —,.,,, ,,, ,,. ,,, T-1 . , ,.. ... ..eo . ID.kIEL_2vgrkv4uEJUYC21FzkFng-mLdJgZSBPJSTgWGgVdRZA119n1 rgL3sE93YUNy3Ywx r 2.3.6 I B-e-O I 14-4-B F 18 2.36 648 6.46 2.6B Scale - 1301 5x5 = LOADING (psf) SPACING- 2-" TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x6 SP No.1 'Except' 3-5: 2x6 SP No 2 BOT CHORD 2x4 SP No.2 'Except' 7-8.9.10: 20 SP No.3, 2-4 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=667/0.3-8, 5=653/Mechanical Max Horz 1=78(LC 11) Max Uplift 1--147(LC 12). 5=151(LC 12) 2X4 II CST. DEFL. in (loc) Well L/d PLATES GRIP TC 1.00 Vert(LL) -0.15 6.13 >999 240 MT20 244/190 BC 0,70 Vert(TL) -0.38 6-13 >510 180 WB 0.17 Horz(TL) 0.29 5 n/a n/a Matrix-M) Weight: 83 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-2=291/113, 2-17=1044/339, 3.17=1001/352, 3-18=-1008/352, 4-18=-1051/339, 4-5=285/117 BOT CHORD 2-6=201/927, 4-6=201/927 WEBS 3-6=821436 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: Vull-140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=25ft, B=45ft; L=24ft, eave=oft; Cat II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0.1-12 to 3.3.0, Interior(1) 3-3-0to 8.4.0. Exlerior(2) 84-0 to 11.4-0 zone;C-C for members and forces d MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 4) 'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections 6) Bearing at joints) 1 considers parallel to grain value using ANSVTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 147 lb uplift at joint 1 and 151 lb uplift at joint 5. 8) "Semi -rigid pilchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Verfly design parameters and READ NOTES ON INS AND INCLUDED ACTEK REFERENCE PAGE MD-7473 rev. 100=015 BEFORE USE. Design valid for use only with Mrelo® connectors This design is based only upon parameters shown, and is for an individual budding component, not a Truss system Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the Overall sm building design. Bracing indicated is to prevent budding of individual tens web and/or Nord members only Addsional temporary and permanent "cingMRrsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthe fabnraaon. storage. delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria. DSB29 and SCSI Building Component 6904 Parke Fast Blvd. Solely Information available from Truss Plate Institute. 216 N. Lee Street. Suite 312. Alexandria. VA 22314. Tamps. FL 36610 Job Truss Truss Type oly Ply Psfk SglBarcelons-A or C TRAY 711721081 M92ACT D2 MONO HIP 2 1Job Reference (optional) e110-FlOfga Lumber, INIMM. FL 7.640 s Apr 19 2016 MRek Industries. Inc. Mon Jul 31 12,50,10 2017 Page 1 I D. hiEj_2vgrkv4uE JUYC2jFzkFng-mLdJgZSBPJSTq WGIIVdRZAjSm6_gEKsE93YUNysYwx 1.0.0 , 6.4-14 I 12-3-4I 16-" 1 0 6.414 5-10.6 4-1.12 3 4x6 = 14 15.4 11 Scale = 1.38 7 a 3x4 = 10 II 3x4 = 30 = I 8-1.14 6.4.14 1 12.3.4 S70$ I t&SO I 4-1-12 Plate Offsets (X.Y)— I4:0.5-4.0.2-01 LOADING (psl) SPACING- 240-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.38 Vert(LL) -0.03 7-8 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0,37 Vert(TL) -009 7.8 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.60 HOrz(TL) 0.02 6 n/a n/a BCDL 100 Code FSC2014rrP12007 Matrix-M) Weight: 95 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP NO.2 TOP CHORD Structural wood sheathing directly applied or 5-9-14 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 20 SP No.3 BOT CHORD Rigid ceiling directly applied or 9-7-10 Oc bracing REACTIONS. ( lb/size) 2=726/0-3-8, 6=636/Mechanical Max Horz 2=231(LC 12) Max Uplift 2=163(LC 12), 6=189(LC 12) FORCES. ( lb) - Max. Comp /Max Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-12=982/198, 3-12=909/214, 3.13=-446/87, 4-13=358/107 BOT CHORD 2-8-375/813, 7-8=375/813, 6-7=155/329 WEBS 3-7=-560/253, 4-7=86/412, 4-6=597/281 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=25111, 8=451111, L=24fl; eave=4f1; Cat. II; Exp B; End., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 12-3-4. Exterior(2) 12-3-4 to 16- 3-4 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 bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 163 lb uplift at joint 2 and 189 Ib uplift at joint 6. 8) " Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Verily dsslgn ParameIN3 and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1.7473 rev. 1WO312015 BEFORE USE. t Design valid for use only with MRek® connectors. This design Is based only upon parameters shown. and is for an individual budding component, not a truss system Before use. the budding designer must venty the applicability of design parameters and property incorporale this design Into the overall budding design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing 3 always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems. see ANSUTPII Quality Criteria, DSB29 and BCSI Building Component 69N Parke East Blvd Safely Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314 Tamps, FL 36610 Job Truss Truss Type Oty Ply Park uglBatCebna-A OrC TRAY T11721082 P2392ACT 02T SPECIAL 2 1 ID It1Ej_2varkv4uEJUYC21FzkFng-EXBNvTgAdaKRfrvGD8g5NGV6BMtPoH7Tpp5OpysYww r 2-38 I 8.4.0 I 1a-4-8 I 18.8-0 2.38 6.48 648 2.38 Scale - 1:29.7 Sx5 2 38 8-a-0 14-4-B I 1&B-0 20 I I 1 i I 2 38 6A8 I 6-48 2.36 Plate Offsets (X Y)— 12 D-2-1 0.2-61 f4.0.2-1 D 2-61 LOADING (psf) SPACING- 2-M CSI. DEFL. in (toe) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 125 TC 0.86 Vert(LL) -0.15 6-16 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.71 Vef1(TL) -0 39 6-13 >499 180 MT1$HS 244/190 BCLL 00 ' Rep Stress Ina YES WB 0.17 Horz(TL) 0.31 5 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 84 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x6 SP No.1 TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD 2x4 SP No.2 'Except* BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. 7-8.9-10: 20 SP No.3, 2-4: 2x6 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1=676/0.3-8, 5=663/0-3-8 Max Hors 1=78(LC 10) Max Uplift 1=150(LC 12). 5=154(LC 12) FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=296/118, 2-17=1073/346. 3-17--1030/359, 3-18-10321358, 4-18=-1074/345, 4-5=-288/120 BOT CHORD 2-6=204/954, 4-6=204/954 WEBS 3-6=831442 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=25f1; B=45ft; L=24ft; eave=4ft, Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) 0-1.12 to 3.30. Interior(1) 3-3-0 to 8-4-0. Exierior(2) 84-0 to 114-0 zone;C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent 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 f4 between the bottom chord and any other members. 6) Bearing at joint(s) 1, 5 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 150 lb uplift at joint 1 and 154 lb uplift at joint 5 8) "Semi -rigid pftchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Verity design parameters and READ NOTES ON THIS AND INCLUDED NITEK REFERENCE PAGE Na-7473 rw IGM312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and IS for an individual building component, not a truss system. Before use, the building designer must very the applicability of design parameters and property incoryoraM this design Vito the overt" Isbuildingdesign. Bracing Indicated is to prevent buckling of individual truss web andlor Nord members only. Additional temporary and permanent bracing rs shivers required for stability and to prevent collapse with possible personal mlury and property damage. For general guidance regarding tiro UWicatron, storage, delivery. erection and bracing of trusses and truss systems, see ANSM11 Ouslity Criteria, DSB49 and Best Building Component 69Ds Parke East Blvd Safety Information available from Trans PIN* Institute, 218 N Lee Street. Suite 312. Alexandria. VA 22314 Temps, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Barcelona.A or C_TRAV Ttt721093 P2392ACT D3 MONO HIP 2I 1 all Lumber, Barlow, FL. 7 640 a Apr 19 2016 Mnek Ind sines. in Mon Jul 31 12 50.12 2017 Page 1 ID:ItiEj_2vgrkv4uEJUYC21FzkFng-ijl35EUSxxiB3pQ5gwtvebomvaoPe"iy eZGysYwv 1 •1.0-0 , 5-4-14 F 10.3-4 16-5-0 1 1.0.0 54.14 4.108 8-1.12 4x8 = 2x4 11 6 30 = 1x4 II 30 = 30 Scale a 133 9 Plate Offsets (X.Y)— 14:0-5-4.0.2-01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0,04 6-7 999 240 MT20 2441190 TCDL 100 Lumber DOL 1.25 BC 0.37 Vert(TL) 0.10 6-7 999 180 BCLL 00 ' Rep Stress Ina YES WB 0 72 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matra-M) Weight. 90lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD SOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (lb/size) 2=723/0-3-8, 6=639/Mechanical Max Horz 2=198(LC 12) Max Uplift 2=-1 73(LC 12), 6=190(LC 9) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (Ib) or less except when shown. TOP CHORD 2-12=-1026/267, 3-12--963/280, 3.13=-609/172, 4-13=-542/188 BOT CHORD 2-8=407/861, 7-8=407/861, 6-7=221/493 WEBS 3-7=430/215, 4-7=-65/393, 4-6=627/282 Structural wood sheathing directly applied or 5-8-9 oc purlins, except end verticals. Rigid ceiling directly applied or 9-3-2 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25fl, 8=45R, L=24N, eave=4h; Cat. 11, Exp B. Encl., GCpi=O 18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0. Interior(1) 2-0-0 to 10-3-4. Exterior(2) 10.3.4 to 14-6-3 zone;C-C for members and forces d 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 fA 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 173 lb uplift at joint 2 and 190 Ile uplift at joint 6. 8) "Semi -rigid pilchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARN/NO • Verify doslpn paxamarers and READ NOTES ON THIS AND INCLUDED aeTEK REFERENCE PAGE aVl•7173 rev. 10/07l2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual budding component, not a truss system Before use, the bulldog designer must verily the applicability of design parameters and property incorporate this design into the overall isbuildingdesignBracingindicatedistopreventburJdogofindividualtrussweband/or chord members only. Additional temporary and permanent bracing rs always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the rablrcatron, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfTPI1 Gwlly Criteria. DSB-39 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute. 218 N Lee Street. Suite 312. Alexandria, VA 22314 Temps, FL 36810 Job Truss Truss Type Oty Ply Park SgfBarcelona-A or C_TRAY T11721084lJob IP2392ACTD3TSPECIAL11 Mid-Fltxda Lumber, Bartow, FL. r W v *rip rn Lprp MI I art irlpYArlCi. iiic om o r iZay. iz aver r ae i ID ItIE)_2vgrkv4uEJUYC2jFzkFng g135EUSxxlB3pO5gwtvebof0ag08Ee9TYeZGysYwv 7.44-0 0I9I14.4•e I 1s e o 2-i 4-8.8 21.0 4.8.8 2.38 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 Ina NO BCDL 10. 0 Code FBC2014/TPI2007 LUMBER - TOP CHORD 2x6 SP DSS 'Except' 3-4: 2x6 SP No.2 SOT CHORD 20 SP No.2 'Except' 9-10, 11.12: 20 SP No.3, 2-5 2x6 SP No.1 WEBS 20 SP No.3 REACTIONS. (Ib/ sae) 1=1134/0.3-8, 6=1118/0.3-8 Max Horz 1=66(LC 24) Max Uplift 1=319(LC 8), 6=323(LC 8) 5x7 = exe = 2x4 11 Scale - 129 3 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TC 0. 96 Ver1(LL) -0.19 8-15 >999 240 MT20 244/190 BC 0. 85 Vef1(TL) -0 48 8-15 >407 180 WB 0. 22 Horz(TL) 0.40 6 n/a n/a Matrix-M) Weight: 89 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-6-7 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (Ile) or less except when shown TOP CHORD 1-2=499/157, 2.3=2378/733, 3-19=2186/7O8, 4-19=2186f7O8, 4-5=2384f735, 5-6= 492/159 BOT CHORD 2-8=583/2148, B-20=590/2182, 7-20=590/2182, 5-7=586/2151 WEBS 3. 8=1131589.4-7=115/572 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vint-140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=3.Opsf; h=25ft, B-4511, L=24ft; eave=4R; Cat. II; Exp B; Encl , GCpi=O 18, MWFRS (directional); Lumber DOL-1 60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10.0 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 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 1, 6 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 319 Ile uplift at joint 1 and 323 lb uplift at joint 6. 8) "SemFrigid pilchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss 9) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 149 Ile down and 171 lb up at 7-0-0. and 117 lb down and 102 lb up at 8-", and 149 lb down and 171 lb up at 9.8-0 on top chord, and 291 lb down and 108 lb up at 7-0-0, and 59 lb down at 8.4-0, and 291 lb down and 108 lb up at 9-74 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE( S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=l 25, Plate Increase=1.25 Uniform Loads ( pit) Vert, 1- 14=-82, 3-14=60, 3-4=-W, 4-5=-60, 5-6=-82, 13-16-20 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies w O WARNING • Vanity dwJgn Pa .I. and READ NOTES ON TNS AND INCLUDED MREK REFERENCE PAGE M0.7473 rav 1003/2015 BEFORE USE. Design valid for use only with MTeliS connectors. This design is based only upon paramelers shown, and Is hir an individual building component, not a truss system Belpre use, the building designer must verity the applicability of design parameters and property incorporate this design info the overall building design. Bracing indicated is to prevent bucgnM mg of ividualI=& web andfor cord members only Additional temporary and permanem brSVrQ is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabncaion, storage. delivery, ereetron and bracing of trusses and truss systems. see ANSVrPl1 Ouetity Criteria. D5849 and SCSI Building Component 6904 Parke East Blvd. Safety Information available both Truss Plate Institute, 218 N I" street. Suite 312. Nexandrla. VA 22314. Tamps, FL 36610 Job Truss Truss Type Ply 10ty IPwkSqMamalon&. A*rC_TRAY 711721004 P2392ACT D37 SPECIAL 1 1Job Ma-rmme Lumber, tsanow, rL LOAD CASE(S) Standard Concentrated Loads (Ib) Vert, 3=102(F) 4=102(F) 8=291(F) 7=291(F) 19=96(F) 20=29(F) 7 610 s Apr 19 2015 M7ek Induatnes, tnt Mon Ju131 12.50.13 2017 Pape 2 ID IDEL2vgrkv4uEJUYC21FzkFng-AwJRIaV4iEg2hz_IOeABAoLgB_OFtgulw71C5rysYwu 0 WARNING - Varlry design Panmefan and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 01.7473 rw. 1""015 BEFORE USE. Design valid for use only with MRekO Connectors This design rs based only upon parameters shown, and is for an individual budding component, not a truss system. Before use, the budding designer must vetdy the applicability Or design parameters and properly incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual truss web andfor Chord members only Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage. delivery, erechon and bracing Of trusses and truss systems, a" ANSVTPII Quality Criteria. OS849 and SCSI Building Component 6904 Parke East Blvd. Safety Informellon available from Trues Plate Institute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Stiftivelen C TAor RAY 711721085ljobl IP2392ACTD4MONOHIP11 Mod -Florida comber, Bartow. FL 7 640 s Apr 19 2016 MITek Industries. Inc Mon Jul 31 12.50 13 2017 Page 1 ID ItiEj_2vgrkv4uEJUYC2jFzkFng-AwJRIaV41Eg2hz_IOeABAoI 8 4gtdwlw71C5iysYwu 4.4.14 I 6-3-4 + 12.42 I 165.0 POI1 40 = 3x4 = 13 5 14 Scale = 129 9 1.5x4 II 3x4 = US = 3x4 = 3-1 16SAI 34 I I 1.12 Plate Offsets (X.Y)— 12:0.2-0.Edael LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.09 7-8 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.62 Vert(TL) -0.24 7-8 >818 180 BCLL 0.0 ' Rep Stress Ina YES WS 0.41 Horz(TL) 0.02 7 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 86 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing direly applied or 5-8-7 oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 8-8-11 oc bracing. REACTIONS. (lb/size) 2=723/0.3.8, 7=639/Mechanical Max Horz 2=164(LC 12) Max Uplift2=181(LC 12), 7=208(LC 9) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-12=1039/350, 3-12=994/362, 3-4=776/254, 4-13=644/267. 5-13=644/267 BOT CHORD 2-8-4551889, 7-8=203/457 WEBS 3-8-280/211. 5.8=-94/298, 5-7=646/296 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, VuB=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf, h=25f1, 8=4511, L=24R; eave=411; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1." to 2-", Interior(1) 2-0-0 to 8-3-4, Exterior(2) 8-3-4 to 12-4-2 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 3-6-0 tall by 2-0-0 wide will f4 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 181 lb uplift at joint 2 and 208 lb uplift at joint 7. 8) "Semi -rigid pdchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies Q WARNING • VrNy daalpn P+ramahMs and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M167177 raw. 10/07,2016 BEFORE USE. 1 Design valid for use only with Me relaD connectors This design is based only upon parameter shown, and is for an individual building component, not a truss system Before use. the building designer must verity the applicability of design parameter and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or Nord member only Additional temporary and permanent bracing Is always repui ed for stability and to prevent collapse wah possible personal injury and popery damage For general guidance regarding the fabrication, storage, deWery. erection and bracing of trusses and truss systems, see ANSVTPht Oualky Criteria, DS049 and BCSI Building component 8904 Parke East Blvd. Safety Information available from Truss Plate Institute. 21a N. Lee Street, Suite 312. Mesendna, VA 22314 Tamps, FL 36610 Job Truss Truss Type Ply Park styBartskxia A or C TItAr 10ty T11721086IP2392ACT05COMMON31 mw-rronw sumuer, Va.—. M. 7 toV s APr lu Zino MII eK mauslnes. Inc Mon Jul al 1Z.50.14 2e17 vape 1 ID IIIE)_2vgrkv4uEJUYC2jFzkFng-e6lgVVwVTYyv17ZUyLhN10u9nO0gc8?S9n11dBysYwt 1 -1.0.0 i 4.5-4 1 8-4-0 i 12.2.12 i 16-5.0 I 1b0 4.5-4 3.10.12 3.10.12 4-2-4 Scale - 1:30 a 4x4 = 30 = 3x9 = 3x4 = i &4-D ti 0 i 165-0 i 1-0 Plate Offsets (X.Y)- 12:0-2-O.Eddel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) VdefI Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.19 Vert(LL) -0.07 7-10 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 125 BC 0.58 Vert(TL) -0.19 7-10 >999 180 BCLL 0.0 ' Rep Stress Ina YES WS 0.17 Horz(TL) 0.02 6 n/a n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 72 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-8 oc purllns. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=644/Mechanical, 2=729/0-3-8 Max Horz 2=88(LC 11) Max Uplift6=154(LC 12), 2=-200(LC 12) FORCES. (lb) - Max. CompJMax. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-14=10461363, 3.14=-999/376, 3.15=-788/272, 4-15=731/286, 4-16=731/299, 5-16=789/285, 5-17=962/385, 6.17-1052/378 BOT CHORD 2-7=294/894, 6-7=-284/903 WEBS 4-7=124/445, 5.7=-298/181, 3-7=285/187 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: VuR=140mph (3-second gust) Vasd=108mph, TCDL-4 2psf: BCDL=3.Opsf; h=25R; B=45ft; L=24f1; eave=oft; Cat. II; Exp B; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-", Interior(l) 2-0-0 to 8-4-0. Extenor(2) 8-4-0 to 11-44 zone;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 154 lb uplift at joint 6 and 200 lb uplift at joint 2. 7) "Semi -rigid pilchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Verify design paramerws and READ NOTES ON THIS AND INCLUDED hVTEK REFERENCE PAGE Ml1.7473 rw. 1010372015 BEFORE USE. Design valid for use only with MITekS, connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the bustling designer must verily the applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent buck" of individual truss web andlr Chord members only Additional temporary and permanent bracing is always required for stebbsy and to prove" collapse with possible personal injury and property damage. For general guidance regarding the ran fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI7 Quality criteria. DS849 and SCSI Building Component 6904 Parks East Blvd Safety Irdormation available from Truss Plate Insbtule. 216 N. Lee Sliva , Suse 312. Alexandria. VA 22314 Tampa, FL 36610 Job Truss Truss Type Ply Park sglBarcebna-A or CTRAY loty T1172t087 P2392ACT E1 HIP 1 M10-Ylribe Lumber, Marlow, rL. r uau s Apr 11r 2unb Mr rout mousines, me Mbn,mi J1 iz-w 1a 2uV rope l ID IUEL2vgrkv4uEJUYC21FzkFng-e6tgWwVirYyvl7ZUyLhNI0u9 OVEc9VS9n11dBysYw1 I -1.0-0 I 5-40 I 8-40 F 11-0,0 I 10 0 5440 Stale = 120 4 40 = 4x4 = 30 = 30 = i s.ao SO.O e-f>o + 1.0.0 11-0-o i 6.40 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 025 Vert(LL) -0 02 6-10 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 SC 0.29 Vert(TL) -0.05 6-10 >999 180 BCLL 0.0 ' Rep Stress Ina NO WB 0.07 Horz(TL) 0.02 5 n/a n/a BCDL 10.0 Code FBC2014lrP12007 Matrix-M) Weight: 43 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 548-15 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing WEBS 2x4 SP No.3 REACTIONS. (lb/size) 5=626/Mechanical, 2=688/0.3-8 Max Horz 2=57(LC 7) Max Uplift 5=- 161 (LC 8). 2=-205(LC 8) FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 2-3=948/249, 3-4=795/248. 4-5=948/249 BOT CHORD 2-7=172/788, 6-7=170/795, 5-6=172/788 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10. VuR=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3.Opsf; h=25ft, B=45ft; L=24ft; eave=oft; Cat. 11, Exp B; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 161 lb uplift at joint 5 and 205 lb uplift at joint 2. 8) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design o1 this truss 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 170 lb down and 179 lb up at 5-0-0, and 170 lb down and 179 lb up at 6-0-0 on top chord, and 86 lb down at 5-0-0. and 86 Ile down at 5-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others 10) In the LOAD CASE(S)'seclion, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Root Live (balanced) Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 1-3=60, 3-4=60, 4.5=-60, 8-11=20 Concentrated Loads (lb) Vert: 3=123(F) 4=123(F) 7=64(F) 6=64(F) Printed copies of this document are not considered signed and seated and the signature must be verified on any electronic copies 0 WARNING - Verity design Is fly p paremafan and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE Mll-7q3 nv. sd0.i?O1S BEFORE USE. Design valid for use only with KbTek® connectors. This design is based only upon parameters shown, and is for an individual budding component, nol a truss system Before use, the budding designer must verify the applicability of design parameters and property incorporafe No design into the overall building design. Bracing indicated is to prevent buckling of individual trans web ar4or 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 guidanw regarding the 4Mcabuon, Storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Criteria, OS029 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Thus Plate Institute. 216 N. Lee Street, Sude 312. Alexandria. VA 22314. Tampa, FL 36810 Job Truss Truss Type Oty Ply Park SglBarcelona-A or C TRAY 71172108E IP2392ACTF1ROOFTRUSS31JobReferencefootionall o•1-e H 1-1-3-0- 1 11.1122 i 3x3 1x3 1x3 1 9 a 3x3 = 3x3 =US FP = 4x8 = 2 3 4 5 ID IUEL_2vgrkv4uEJUYC21FzkFng-61RCIGWKDs4mwHBgV2DcFDOBPohSLUibORn 9bysYws 1 24),0 1 Scale c 141 1 30 = 30 = 14 II 3x3 = 3x3 = 3Y3 = 4xs = 6 7 8 9 10 11 12 27 26 25 24 23 22 21 20 19 1B 17 to 15 14 13 1x3 II 3x3 = 1x3 II 14 11 3x3 = 3x3 11 Us = 30 = 30 = 14 II 3x3 = 3,3 = 4x5 = 3X3 II 34 FP = LOADING (psf) SPACING- 2.0-0 CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 400 Plate Grip DOL 1.00 TC 0.78 Vert(ILL) 0.20 17-18 >956 360 MT20 244/190 TCDL 10.0 Lumber DOL 100 BC 0.95 Vert(TL) 0.31 17-18 >622 240 BCLL 0.0 Rep Stress Ina YES WB 0.59 Horz(TL) 0.04 13 n/a n/a BCDL 5.0 Code FBC2014lrP12007 Matnx) Weight. 123 Ile FT = 20%F, 1194E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except SOT CHORD 2x4 SP No.2(flat) *Except' end verticals. 16-27: 2x4 SP No 1D(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 27=287/0-8-0, 13=839/0-3-8, 22=1477/0-8-0 Max Uplift 27-1 (LC 4) Max Grav 27=366(LC 3). 13=853(LC 7), 22=1479(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown TOP CHORD 27-28=365/0, 28-29-365/0, 1-29-365/0, 12.13=-847/0, 1-2=273I30, 2-3=-493/174, 3-4=128/461, 4.5=128/461, 5-6=397/0, 6.7=1721/0, 7-8=2660/0, 8-9=2660/0, 9.10-2613/0, 10.11-2034/0, 11-12=-842/0 BOT CHORD 25-26=174/493, 24-25-174/493. 23-24-174/493. 22-23=-845/0, 21-22-845/0, 20.21=0/1212, 19-20=0/2245, 18-19=0/2660, 17-18=0/2660, 16-17=0/2466, 15.16=0/2466, 14-15=0/1584 WEBS 1-26=401370. 2-26-300/197. 5.23=0/557, 3-23-699/0, 12-14=0/1121, 5.21=0/1237, 11-14-1032/0, 6-21=-1144/0, 11-15=0/626, 6-20=0/749, 10-15=-600/0, 7-20-782/0, 10.17=0/288,7-19=0/742,9-17-289/171,8-19-303/0,5-22=-1432/0 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 1 Ile uplift at joint 27. 3) "Semi -rigid pftchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 slrongbacks, on edge, spaced at 10-" 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) 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 AWARNING • Verily design parameters and READ NOTES ON TIOS AND INCLUDED MITEK REFERENCE PAGE MOF7473 rev. 10i0"015 BEFORE USE. Design valid for use only with MRek® connectors The design is based only upon parameters shown, and is for an individual building component, not a truss system Before use. the building designer must venly the applicability of design parameters and properly incorporate the design into the overall building design Bracing indicated is to prevent buciding of individual truss web andfor chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal Injury and property damage For general guidance regarding the MW labricalwn, storage, delivery. erection and bracing of trusses and Wes systems. see ANSVTPII Duality Criteria. DSBa9 and SCSI Building component 6904 parka East Blvd Safety Information available from Truss Plate Institute. 210 N Lee Street. Suite 312. Alexandria. VA 22314 Temps. FL 36610 Job Truss Truss Type oty Ply Sqe Barcelona•A or C_TRAv IPsr, 71t72tp99 P2392ACT F2 ROOF TRUSS 5 1J. P7.9 HI 1 tx3 II lx3 = 1x3 = 3x3 = 1x3 II 1 2 3 19a Ufa II 3x3 = 4X5 = 4 5 306 tFm34'FWsID ItiEL2vgrkv4uEJUYC2jzFgXt6KL?hHYskl4P?zmvysYwp 3x3 = 30 = 3x3 = 1x3 II 3x9 FP = 3x3 = 7 a 9 10 11 12 Scale - 1: 39 8 3x3 = 4x9 = 13 14 17 3x3 = 3x3 = 3x3 = 3x9 = 4x6 = 3x9 FP= 30 = 3x3 = 1x3 II 3x3 = 3x3 = 4x4 = 3x3 II LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loc) Weft L/d TCLL 40. 0 Plate Grip DOL 1.00 TC 0.65 Vert(LL) 0.15 18-19 999 360 TCDL 10. 0 Lumber DOL 1.00 BC 0.98 Ve11(TL) 0.23 18-19 801 240 BCLL 0. 0 Rep Stress Ina YES WB 0.57 Horz(TL) 0.04 15 n/a n/a BCDL 5. 0 Code FBC2014/TP12007 Matrix) PLATES GRIP MT20 244/ 190 Weight: 121 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(Oat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(Oat) *Except* end verticals. 15-22: 20 SP No.21)(flat) BOT CHORD Rigid ceiling direly applied or 2-2-0 oc bracing. WEBS 20 SP No.3(flat) REACTIONS. (lb/ sae) 15=795/0.3-8, 24=1438/D-8-0, 27=288/0-" Max Grav 15=807(LC 7). 24=1438(LC 1), 27=364(LC 3) FORCES. (Ile) - Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 14.15=-802/0, 2-3=469/163, 3-4=469/163, 4.5=469/163, 5-30=0/812, 6-30=0/812, 6-7= 336/1, 7-8=1577/0, 8-9=2392/0, 9.10=2392/0, 1D-11-2373/0, 11-12=2373/0, 12-13- 1889/0, 13.14=-790/0 BOT CHORD 26-27=25/321, 25-26=163/469, 24-25=-048/163, 23-24-812/0, 22-23=0/1099, 21-22= 011099, 20-21=0/2059, 19.20=0/2392, 18-19--0/2392, 17-18=0/2272. 16-17=0/1486 WEBS r,- 24=1034/0, 2-27=436/34, 5-24=634/0, 5-25=0/627, 4-25=-335/0, 14-16=0/1052, 6.23= 0/1199, 13.16=967/0, 7-23=-1089/0, 13-17-0/560, 7-21=0/695, 12-17=533/0, 8-21-- 705/0, 8-20=0/620 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) "Semi - rigid pitchbreeks Including heels" Member end fixity model was used in the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-" oc and fastened to each truss with 3.10d (0 131" X 3") nails. Sirongbacks 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 QWARWNO • VaAly daslgn paramarara and READ NOTES ON 7MS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10,00317015 BEFORE USE. Design veld for use only with MiTelim connectors. This design IS based only upon parameters shown, and is for an individual budding component, not UK a truss system Before use, the building designer must verity the apptrcabilrhy of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web endfor chord members only. Additional temporary and permanent bracing rs always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the labncation, storage, delivery, erection and bracing of busses and truss systems, see ANSVTPl1 Owlhy criteria, DSB49 and BC91 Building component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 216 N Lee Street. Suite 31Z Alexandria. VA 22314. Tamps, FL 36610 Job Truss Truss Type Park SglBanAl*na•A or C TRAY 10ty JPly T71721090 P2392ACT F3 GABLE 1 1 0-h8 4.1 t-1 3x3 II 1 2 3 4 5 6 431 1pr rD LV 10 Mii OR rnYYAr1DJ. InG Mpi JYi JI 1L.JY ID NI/ rag01 ID ltiEL2vgrkv4uEJUYC2jFzkFng-74gj2e2rH4bCPuSRkuHY03b24PGgHPhBJ3IWIMysYwo Scale - 138 8 3x8 FP = 3.3 II 7 a 9 10 11 12 13 14 15 1e 17 is 19 20 21 42 41 40 39 38 37 38 35 34 33 32 31 30 29 28 27 26 25 24 23 22 3x3 11 3x8 FP = 3x3 11 17 10-6-0 12." 1.1-0 1 1 -0-0 1.0-0 4• -4 1 1 1 1- 6 P •1 1-0 1J-0 1.4.0 1-"0• 41i4 1.0-0 1J-0 1J-0 1J-0 tJ-0 1J-0 1-0 1-0 0J-12 0.0.4 111-341 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 Ve11(LL) n/a n/a 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Ven(TL) n/a n/a 999 BCLL 00 Rep Stress Ina NO WB 0.14 HO1z(TL) 0.00 22 n/a n/a BCDL so Code FBC2014/rP12007 (Matrix) Weight, 104 lb FT - 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(Ilat) end verticals. WEBS 2x4 SP No.3(Ilat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No.3(Ilat) REACTIONS. All bearings 22-10-8 Ile) - Max Grav All reactions 250 lb or less at loinl(s) 42. 22, 31, 23, 24, 25, 26, 27, 28, 29, 30, 41, 40, 39, 37, 36, 34. 33, 32 except 38=1255(LC 1) FORCES. (lb) - Max Comp /Max Ten - All forces 250 (lb) or less except when shown WEBS 5-38=1251/0 NOTES- 1) All plates are 1x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e diagonal web). 4) Gable studs spaced at 14-0 oc. 5) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 6) 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. 7) 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 (plf) Vert: 2242=-10, 1-21=-100 Concentrated Loads (lb) Vert: 5=-1265 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING • Verify daalpn parunHos and READ NOTES ON 7W5 AND INCLUDED M1TEK REFERENCE PAGE 11111.7177 rev. 100Y1015 BEFORE USE. Design valid for use only with MTTeIt® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the budding designer must v" 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 andfor Word members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding The fabrication. storage, delivery, erection and bracing of trusses and truss systems, we ANSVTPII Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plete Insrdute. 218 N Lee Street. Suse 312, Alexandria, VA 22314. Tamps. FL 36610 Job Truss Truss Type Oty Ply Park SglBarcelons-A or C TRAY T11721081 P2392ACT F4 ROOF TRUSS 2 1 41-8 HF1-3-0-1 4x4 = 2 I D: kiEL2vgrkv4uEJ UYC2jFzkFng-74gjZeZrH4bC PuSRkuHY03bsoP4 sH FnBJ31W IMysYwo r 2.1-a I Scale = 137 4 US = axe = 40 = 114 II 3x3 = 34 = 3xB FP = 4x4 = 5xe = 3 4 5 e 7 a 9 10 11 20 II Sx6 = 3xe FP= 40 = tx3 II 30 = 30 = 1x3 II 3x3 = 3x4 = 1x3 11 40 = Sxs = 3x3 II 21.1ae r 21.1a6 t LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud TCLL 40.0 Plate Grip DOL 1.00 TC 0.88 Verl(LL) -0.45 18 >579 360 TCDL 10.0 Lumber DOL 1.00 BC 0.77 Vert(TL) -0.70 18 >372 240 BCLL 0.0 Rep Stress Incr YES WB 0.77 Horz(TL) 0.10 12 n/a n/a BCDL so Code FBC2014/TPI2007 (Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) *Except* TOP CHORD 1-8: 2x4 SP NO.1D(flat) BOT CHORD 2x4 SP No.2(Oat) 'Except' BOT CHORD 12-23. 2x4 SP DSS(flat) WEBS 2x4 SP No.3(Oat) REACTIONS. (lb/sae) 25=1186/0.8-0, 12-1186/0-3-8 FORCES. (lb) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 25-26-1180/0. 26.27=-1180/0, 1-27=-1180/0, 11-12=1179/0, 1-2-1169/0, 2-3=3056/0, 3-4=4375/0, 4-5=5229/0, 5.6=5229/0, 6-7=5104/0, 7-8=-4419/0, 8-9=4419/0, 9-10=3092/0, 10.11=1221/0 BOT CHORD 23-24=0/2260, 22-23=0/2260, 21-22=0/3870, 20.21=O/3870, 19-20=0/4871, 18-19=0/5229, 17- 1 8=0/5229, 16-17=0/4909, 15.16=0/3891, 14-15=0/3891, 13.14=0/2310 WEBS 11-13=0/1626, 1-24=0/1588, 10.13=1514/0, 2-24=-1517/0, 10.14=0/1087, 2.22=0/1107, 9.14=-1086/0, 3-22=1107/0, 9-16=0l718, 3-20=0/687, 7-16=681/0, 4-20=690/0, 7-17=0/475, 4-19=-46/847, 6.17=576/232, 5-19=363/0 PLATES MT20 GRIP 244/190 17 Weight: 114 Ile FT = 20%F, 11%E Structural wood sheathing direly applied or 2-2-0 oc puffins, except end verticals Rigid ceiling directly applied or 10 0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 1D-" 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 0 WARNING • VENT deslpn paramerors and READ NOTES ON ifUS AND INCLUDED M11EN REFERENCE PAGE Ma-7p.1 rev. 1eN32015 BEFORE USE. T Design vabd for use only with Mrrreli® conneaors This design is based only, upon parameters shown, and a for an mtlrvidual WHO% component, not lowatrusssystemBeforeuse, the building designer must very the applicability of design parameters and property mcorporate this design rmo the overall building design Bracing indicated is to prevent buckling of individual truss web andfor cirord members only. Additional temporary and permanent bracingrsalwaysrequiredforstabilityandtopreventcollapsewithpossiblepersonalinjuryandpropertydamageForgeneralguidanceregardingthe fabrication, storage, delivery, alechim and bracing of trusses and truss systems, see ANSVTPl1 dually Ci ter4, DSB-8e and BCSI Building component 6904 Parke Fast BNtl Safety Information available from Truss Plate institute. 218 N Lee Street. Suite 312. Alexandria. VA 22314 Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Sg6tircetowA or C TRAY T7172t092 P2392ACT FS ROOF TRUSS 5 1 sip m.arc av cv war reyer ID ItrEL2vgrkv4uEJUYC2jFzkFng•TGE5mzaT2Oj302lelconyH7lTpTFOjh"U3roysYwn 34 = 4x4 = 3x3 = 3x4 = 1X3 II 1x3 II 3x3 = 34 FP= 2 3 4 5 6 7 a 9 Scale = 1:36.5 1x3 II 4x4 = 4xS = 1x3 = 10 11 12 25 q 3. 3 I I 4x6 = 3x8 FP = 34 = 30 = 3x3 = 3)0 = 4x4 = 4x5 = 3xa = 4x4 = LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) VdeO Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 089 Vert(LL) -0 42 16-17 >596 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.63 Vert(TL) -0.66 16-17 >381 240 BCLL 0 0 Rep Stress Incr YES WS 0.73 Horz(TL) 0.10 13 n/a n/a BCDL 50 Code FBC2014/TPI2007 (Matrix) Weight: 109 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 20 SP No.2(Oat) *Except* TOP CHORD Structural wood sheathing directly applied or 2.2-0 oc purlins, except 1- 8: 2x4 SP No.1(flat) end verticals. BOT CHORD 20 SP No.2(flat)'Except* BOT CHORD Rigid ceiling directly applied or 10-060 oc bracing. 13- 21. 2x4 SP DSS(flat) WEBS 2x4 SP No.3(flat) REACTIONS. ( lb/size) 23=1153/0.3-8, 13=1153/0-4-0 FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 23.24=1148/0, 1-24-1147/0, 1-2=1191/0, 2-3=3014/0, 3.4=4220/0, 4-5=-4999/0, 5- 6=4999/0, 6-7=-4999/0, 7-8=-4640/0, 6-9=4640/0, 9-10=3690/0, 10.11=2177/0 BOT CHORD 21-22=0/2249, 20-21=0/2249, 19.20=0/3748, 18-19=0/4685, 17.18=0/4999, 16.17=0/4938, 15- 16=014295,14.15=0/3066,13-14=0/1257 WEBS 11-13=-1671/0, 1-22=0/1539, 11-14=0/1279, 2-22=1471/0, 10-14=1237/0, 2-20=0/1064, 10- 1 5=01867, 3-20= 1021/0, 9-15=-84 2/0, 3-19=0/656, 9-16=0/479,4-19=-647/0, 7- 16=45610, 4-18=-66/766, 7-17-295/536, 5.18=351/0, 6.17=256/75 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) " Semi -rigid pilchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 1D-0-0 oc and fastened to each truss with 3-10d (0.131" X r) 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 • Verify dWgn parameters and READ NOTES ON TNIS AND INCLUDED aVTEK REFERENCE PACE 111/1.7177 rev. /(W3/2015 BEFORE USE. will" Design valid for use only with MTek® connectors This design is based only upon parameters shown, and r3 for an mdmOwl budding component, nor a truss system Before use, the budding designer must venfy the applicability of design parameters and property incorporate this design into the overall budding design Bracing md"ed Is to prevent buckling of mdivrduat truss web andfor chord members only Adddiortal 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, femrcetron, storage, delivery, erection and breang of trusses and truss systems. we ANSUTPII Quality Criteria, DSO-09 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Mexendria, VA 22314 Tamps. FL 36610 Job Truss Truss Type Oty Ply Park SglBarubns-A or C_TRAY T11721093 P2392ACT FSA GABLE 1 1 all 3x3 II 1 2 3 4 5 6 7 a 9 ID:ItiEL2vgrkv4uEJUYC2¢ zkFng-TGE5mzaT2Oj3021 elconyH7D7pcyOufKXtU3roysYwn Scale - 136 5 34 FP = 3x3 II 10 11 12 13 14 15 16 17 18 q7 36 35 34 33 32 31 30 29 28 27 26 25 24 23 22 21 20 19 34 11 3x8 FP = 3x3 I I o." 10-11-a a 4 .a 9.4 -0 4 16-0-0 a t.-0 1aa 1J0 ,4-0 1J-0 ,-4a 1.1a a Ta ,aa oaa 0.3-8 LOADING (psf) SPACING- 2.0.0 CSI. DEFL. in (loc) Vdefl Lid 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 DOL 1.00 BC 0.01 Vert(TL) n/a - n/a 999 BCLL 00 Rep Stress Ina YES WB 0.03 Horz(TL) 0.D0 19 n/a n/a BCDL 5.0 Code FBC2014rrP12007 (Matrix) Weight: 94 lb FT = 20%F, 11 %E LUMBER- BRACING. TOP CHORD 2x4 SP No 2(Oat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No.2(Oat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 21-4-0. lb) - Max Grav All reactions 250 lbor less at joints) 36, 19, 27, 20, 21, 22, 23, 24, 25, 26. 35, 34, 33, 32, 31, 29. 28 FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) All plates are 1x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing. 3) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web) 4) Gable studs spaced at 1-4-0 oc. 5) " Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 6) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Verify design p.tars and READ NOTES ON INS AND INCLUDED MITEN REFERENCE PAGE MII.7473 rev. IOM3,7015 BEFORE USE. Design valid for use only with NIFT&W connectors. This design is based only upon parameters shown, and is for an individual buetlutq component, not a truss system Before use, the building designer must verify the appbubitiq of tlesign parameters and property incorporate the design into the overall go buildingdesignenrmpindicatedistopreventDucUupofindividualWaswithanNorchoremembersonly. Additional temporary and permanent bratarp is always required I., steb,,y and to prevent collapse with possible personal injury and property damage. For general guidance regarding the tabncsiron. storage, delivery, erection and bracing of trusses and truss systems. see ANSVTPN Quality Criteria. DSBaf and BCSI Building Component 6904 Parke East Blvd. Solely Information available from Truss Plate Institute. 218 N Lee Street. Suite 312. Alexandria. VA 22314. Tamps. FL 36810 Job Truss Truss Type Oty Ply I jPar* SqIBarcslons-AorC_TRAY T11721094 P2392ACT FOG ROOF TRUSS 1 Job Re I 0.1-e H1 1-3-0i 2.6 II 14 = Sire = 1 2 It vallprlvNloMiiexmousmes,mM eon.rvi4i1L:JUL1LVii rages ID: ItiEL2vgrkv4uEJUYC2jFzkFng xSoT Jb5pirveCcgsJJDVUgGEDk1177UmNEdNEysYwm 4x9 II 5x9 11 4xe 11 24 II 3x9 II axe II 44 II 3 4 5 e 7 23 8 9 Scale - 133 4 74 II axe II 10 11 4x9 II 6x6 = 3x9 II 5xe II 2x9 II 3x9 II axe II 3x8 II axe = exit = tx3 = LOADING ( ps1) SPACING- 2-0-0 CSI. DEFL. in (hoc) Udefl Ud TCLL 40 0 Plate Grip DOL 1.00 TC 0.63 Vert(LL) 0.31 15 16 745 360 TCDL 10.0 Lumber DOL 1.00 BC 0.93 Vert(TL) 0.48 15-16 476 240 BCLL 0.0 Rep Stress Ina NO WB 0.91 Hoiz(TL) 0.07 12 n/a n/a BCDL 5.0 Code FSC2014/TPI2007 Matrix) LUMBER- BRACING - TOP CHORD 2x4 SP No 2(flat) TOP CHORD BOT CHORD 2x4 SP No.l(flat) WEBS 2x4 SP No 3(flat) BOT CHORD REACTIONS. ( lb/size) 12=1908/0-M, 21=1244/0-8-0 FORCES. ( lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown TOP CHORD 2-3=2620/0, 34=3761/0, 4-5=5278/0, 5.6=6147/0, 6-7=-6147/0, 7-23=639810, 8- 23=-6398/0. 8-9=5251/0, 9.10=3782/0 BOT CHORD 20.21=0/1520, 19-20=0/3761, 18-19=0/4588, 17-18=0/6147, 16-17=0/6147, 15.16=0/6521, 14- 15=0/6150,13.14=0/5251,12-13=0/2334 WEBS 10.12-2972/0, 2-21=-1918/0, 10.13=0/1915, 2-20=0/1456, 9.13=1906/0, 9-14=0/711, 3- 20=1480/0, 3-19=0/706,8.14=1165/0,4-19=-1072/0,8-15=0/396,4-18=0/993, 7- 15=382f77, 5-18=1344/0, 7-16-8371363, 5.17=-62/432 PLATES GRIP MT20 2441190 Weight: 152 lb FT = 20%F, 11 %E Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Bearing at joints) 21 considers parallel to grain value using ANSUTPI 1 angle to grain formula. Building designer should verify capacity of bearing surface. 3) " Semi -rigid pftchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 1D-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) CAUTION, Do not erect truss backwards. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated loads) 357 Ib down at 13-5-8, and 357 lb down at 15-5-8. and 357 lb down at 17.5.8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, bads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced) Lumber Increase=1.00, Plate Increase=l 00 Uniform Loads (pit) Vert 12-21=10, 1-11-100 Concentrated Loads (lb) Vert: 10=357(F) 9=-357(F) 23=-357(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Verify daalpn parameters and READ NOTES ON TIDs AND INCLUDED M/TEK REFERENCE PAGE MII.7173 rw. 10103/2015 BEFORE USE. Design valid for use only with MTeldip connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the budding designer must verity the applicability of design parameters and property incorporste this design into the overall building design Bra" indicted is to prevent buckling of Individual truss web andlor chord members only Additional temporary and permanent bracmg ins always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the E fabrication, storage, delivery, erection and bracing of trusses and truss systems. see ANSITPn Quality Criteria, DSO-89 and BCSI Building Component 69N Parke East BNtl Salary Information available from Truss Plate Insldule, 218 N Lee Street, Suite 312. Alexandra, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park StiMarcelona-A or C TRAv T71721095IP2392ACTF7GROOFTRUSS11 mw• rwma Wrneer, Dancw. M. 0.1.8 H 1 1 12 ID* ltiEL2vgrkv4uEJU CY2jFzkFnp-PIMrBfbjarimGMA001rF2iDSZc3pUbtd7lzAvhysvwl 1•N•121 i Scale = 133 4 2xg II 14 = Txe II 09 II 3x8 II axe II 2xe II Sidi II 09 II 4xS II axe = 3xe II 1 2 3 4 23 5 0 7 8 9 10 11 sxs II exe = 3.0 II 34 II 24 II 4x8 II 4x8 II axe II Bx8 = O)a = 1x3 = 7 1az•lz i 132.12 t Plate Offsets (X.Y1— 12,0-3-0.Edoel.13.0-3-0.Edael.16:0.3.O.Edael. l9.0.3-0.Edael. 116:0-3-O.Edael. 117.0-3-O.Edael LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.53 Vert(LL) -0.30 17 >769 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(TL) -0.46 17 >492 240 BCLL 0.0 Rep Stress Incr NO WB 0.88 Horz(TL) 0.07 12 n/a We BCDL so Code FBC2014lrP12007 Matrix) Weight: 152 Ib FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlms, except BOT CHORD 2x4 SP No.1(Ilat) end verticals. WEBS 20 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/sae) 12=1281/D-3.8, 21=1758/0-8-0 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=3572/0, 3.4=5014/0, 4-23=6426/0, 5-23=-6426/0, 5.6=6667/0, 6.7=6667/0, 7-8=5422/0, 8-9=-3866/0, 9-10=2693/0 BOT CHORD 20-21=0/2174,19-20=0/5014,18-19=0/6029,17-18=0/6667,16.17=0/6667,15-16=0/6103, 14-15=0/4775, 13.14=0/3866, 12-13=0/1549 WEBS 10-12=1971/0, 2-21=2744/0, 10-13=0/1514, 2-20=0/1850, 9-13=1520/0, 9-14=0/773, 3.20=1870/0, 3.19=0/820, 8-14=1179/0. 4-19=131610, 8-15=0/856, 4-18=0/618, 7-15=901A 5-18=712/162, 7-16=-80/1157, 5.17=385/145, 6-16=-430/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Bearing at joints) 21 considers parallel to grain value using ANSI(TPI 1 angle to grain formula Building designer should verity capacity of bearing surface. 3) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-" 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) CAUTION, Do not erect truss backwards. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 239 lb down at 1.9-8, 239 lb down at 3-9-8. and 239 lb down at 5-9-8, and 239 lb down at 7-9.8 on top chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the fare of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 12-21=-10, 1-11-100 Concentrated Loads (lb) Vert. 2=239(8) 3=-239(B) 5=239(B) 23=239(B) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - V design uoNYpParametersandREADNOTESON7Fd5ANDINCLUDEDMI1EKREFERENCEPAGEMd•7177 rev. faT3r201S BEFORE USE Design valid for use only with MTek® connectors This design is based only upon parameters shown, and is for an individual building component, not at Nu system. Before use. the building designer must vent' the applicability of design parameters and properly irrarporars this design intothe overact budding design. Bracing indicated is to prevent bucking of individual truss web andlor chord members only. Additional temporary and permanent bracing is always requrrsd for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the Wrb fatincation, storage, delivery, erection and bracing of trusses and truss systems, we ANSVTPI1 Quality Criteria. D58419 and SCSI Building Component 6904 Parke East Blvd Salary information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tamps, FL 36610 JOD I NSS 1 ype ury Ply PantsggMrcekma- AorCTRAYT71721096P2392ACTFeRj0-0-F TRUSS 1 lob Reference (oohonal) Mq-Flenda Lumber, Barlow. FL. 7 640 s Apr 19 2016 MRek Industries, Inc Mon Jul 31 12.5022 2017 Page 1 ID: RiEL2vgrkv4uE JUYC2fFzkFng-PfMrBfb)a?zmGMAOQ1 rF2iDUecBNUkxd71 zAvhysYvA 0-1.8 H Y 1.30 I i 1.11-0 i Scale . 1.17.2 1x3 = 1 3x3 = 13 3x3 = 3x3 = 1x3 II tx3 II 3x3 = 3x3 = 2 3 4 5 B 1x3= 0.2-0 10.2-0 3x3 = LOADING (psf) SPACING- 2-" CSI. DEFL. in (lox) I/den Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 100 TC 0.39 Vert(LL) 0.05 8-9 999 360 MT20 244/190 TCDL 100 Lumber DOL 1.00 BC 0.40 Vert(TL) 0.07 10-11 999 240 BCLL 0.0 Rep Stress Ina YES WB 0 30 Horz(TL) 0.01 7 n/a n/a BCDL 5.0 Code FBC20141rP12007 Matrix) Weight: 54 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 20 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except SOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 20 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=539/0-3-8, 7=539/D•3.8 FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (lb) or less except when shown. TOP CHORD 12-13=535/0, 1-13=534/0, 7.14=-535/0, 6-14=-534/0, 1-2= 492/0, 2-3-1089/0, 3.4=1089/0, 4-5=-1089/0, 5-6-49210 BOT CHORD 10-11=0/912, 9.10=0/1089, 8-9=0/912 WEBS 6-8=0/632, 1-11=01632, 5.8=583/0, 2-11=583/0, 5-9=0/380, 2-10=0/380 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) "Semi -rigid pilchbreaks including heels" Member end fixity model was used in the analysts and design of this truss. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-110d (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 AWARNING - Verily design pammNers and READ NOTES ON TWS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10N3/2015 BEFORE USE. Design valid for use only with MiTeW connectors This design m based only upon parameters shown, and is for an individual budding component. not a truss system Before use, the building designer must vent' the applicability of design parameters and property incorporote this design Into the overall budding design Bracing indicated is to preverd buckling of individual truss web sndlor chord members only. Additional temporary and permane" bracing is always regurrotl for stability and to prove" collapse with possible personal injury and property damage For general guidance regarding the fabricatwn, storage. delivery. erection and bracing Of trusses and truss systems, see ANSVrPI11 Quality Criteria, DSB29 and Best Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Institute. 216 N Lee Street, Suite 312, Alexandria. VA 22314. Tampa, FL 36810 Job Truss Truss Type oty Ply Park Sgmorcelene-A or C TRAY Te1721097 P2392ACT F6A ROOFTRUSS 1 1 m u•rrw ua wmw. wnuw. ram..........w...,..,......"".........w...... ....... ,... ,.. .. . ID.0mEL2vgrkv4uE JUYC21FzkFng-uwDO?cLLJSdIVIDzkMUa0900XMDC4mDh)kR7ysYwk i 1-3-12 1-3-0i i 1.7.4 i tx3 = 1 3x3 = 14 Scale - 1:17.2 3x3 I I 3x3 = 14 II UCJ II 3x3 = 34 = 16 2 3 4 5 B 7 tx3 = 3xe _ 3x3 I I 1dJ 1 4 1 1 1J-0 2-1 1.4.8 5.7.4 1.6.0 0•ta LOADING (psf) SPACING- 2. -O CSI. DEFL. in (loc) Well Ud TCLL 40 0 Plate Grip DOL 1 00 TC 0.46 Vert(LL) 0.05 9-10 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0 41 Vert(TL) 0.07 9-10 999 240 BCLL 0.0 Rep Stress Ina YES WB 0.24 Horz(TL) 0,01 8 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix) LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight: 57 lb FT = 20%F, I I%E TOP CHORD 20 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 20 SP No.2(flat) end verticals. WEBS 20 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing: 12-13. REACTIONS. (lb/size) 8=439/0-4-0, 12=640/0-8-7 Max Grav 8=449(LC 4). 12=640(LC 1) FORCES. (Ib) - Max. Comp./Max. Ten -All forces 250 (lb) or less except when shown. TOP CHORD 8-15=-450/0, 7-15=A50/0, 34=739/0, 4-5=739/0, 5-6=739/0, 6.7=399/0 BOT CHORD 11-12=0/415, 10-11=0/739, 9-10=01716 WEBS 7-9=0/511, 3.12=-579/0, 6.9=-440/0, 3-11=0/490, 4-11=254/0 NOTES- 1) Unbalanced floor live loads have been considered for this design 2) "Semi -rigid pitchbreaks Including heels" Member end fixity model was used in the analysts and design of this truss. 3) Recommend 2x6 sirongbacks, on edge, spaced at 10-" 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 WARNING - Verity design parameters and READ NOTES ON TIdS AND INCLUDED AUTEK REFERENCE PAGE 011II.7477 rev. 1a M*15 BEFORE USE. Design valid for use only, with MiT00 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 musl verity the applicability of design parameters and property incorporate this design mrdo the overall budding design. Bracing indicated is to prevent bucking of individual truss web and/or chord members only Add4monal permanenttemporaryand peanent 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 ANSUTF41 Quality Criteria. DSB49 and SCSI Building Component 6904 Parke Fast Blvd Safety Information available from Truss Plate Inpnute. 218 N Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type oty Ply Park Swurcelons-A or C_TRAY T„7zloee P2392ACT F9 ROOFTRUSS 4 1 1.3.0 I- -B 1)0 II 1x3 II 1 3,9 = 2 3 3x3 II rays I D. NiEL2vgrkv4uE JUYC21FzkFng-t;ZO?CLLJ5d1VIDzkMUavlkdOcC 661mDhjkR7ysYwk Scale - 1:17 1 3x6 = tx3 II 1x3 It 3x9 = 4 5 6 7 3x3 II 41411N0.1•8 4-9 Plate Offsets_(X.Y)— 17.D-3-0.Edoel LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud TCLL 400 Plate Grip DOL 1.00 TC 0.12 Vert(LL) 0.01 9 999 360 TCDL 10.0 Lumber DOL 1.00 Sc 0 10 Vert(TL) 0.01 9 999 240 BCLL 0.0 Rep Stress Ina YES WB 0.14 Horz(TL) 0.00 8 n/a n/a BCDL so Code FBC2014lrP12007 Matrix) LUMBER- BRACING - 3.3 11 PLATES GRIP MT20 244/190 Weight: 53111 FT = 20%F, 11 %E TOP CHORD 20 SP No 2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except SOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No 3(flat) BOT CHORD Rigid ceiling directly applied or 6-0.0 oc bracing REACTIONS. (lb/size) 14-239/Mechanical, 8=243/Mechanical, 11=490/"-O Max Grav 14=249(LC 10), 8=253(LC 7), 11=494(LC 9) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 4-11=-476/0, 1-13=0/293, 4-12=0/279, 7-9=0/300, 4-10=0/285 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) "Semi -rigid pltchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means 5) 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 • VMIy design paameters and READ NOTES ON TNIS AND INCLUDED 1197EN REFERENCE PAGE 01•7473 rev. 10OY2015 BEFORE USE. Design vabd for use only with M?eklF Connectors This design is basso only upon parameters shown, and is for an Individual building component, not a truss system Before use, the budding designer must veritythe applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual truss web and/or Moro members only. Additional temporary and permanent bracing rs always required for stability and to proveM collapse with pO851Me personal merry and properly damage For general guidance regarding the fabrication, Storage, delivery, erection Drift bracing of trusses and truss systems, we ANSVTPII Quality Criteria, DSBa9 and BCS1 Building component 6904 Parke Fast Blvd Safety Information avaitable from Truss Plate Instdule, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park Sq/Barcebna•A or C_TRAY I T71721099 P2392ACT F9A GABLE 1 fall r ""Upnpr ie evro inn ea mou=.as. inc. wron uui of u.w e+ evi r rape i ID:ItiEj_2vprkv4uEJUYC21FzkFng•L1TbcLd 6dDUVIKPXRtj771wOztyiowSLSH ZysYwj Scale e 1 13 1 1 3x3 II 2 14 II 3 tx3 II 4 1.3 II 5 14 II 6 3x3 II 12 11 10 9 e 7 34 II 14 II IX3 11 1x3 II 1.3 II 3X3 II LOADING (psi SPACING- 2 0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 VeA(LL) n/a Na 999 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a Na 999 BCLL 0.0 Rep Stress Inv YES WB 0.03 Horz(TL) 000 7 Na Na BCDL 5.0 Code FBC2014lrP12007 (Matrix) Weight: 33 lb FT - 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins, except BOT CHORD 2x4 SP No.2(ftat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 6.10-0. lb) - Max Grav All reactions 250 lbor less at joints) 12, 7, 8, 9, 11, 10 FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. NOTES. 1) Gable requires continuous bottom chord bearing. 2) Truss to be fully sheathed from one face or securely braced against lateral movement (i.e. diagonal web). 3) Gable studs spaced at 1-4-0 oc. 4) " Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10-" 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 QWARN/ NG • Verify daalpn Oaramerars and READ NOTES ON TMS AND INCLUDEDWTEK REFERENCE PAGE M147177 rw 10/0M015 BEFORE USE. Design valid for use only with MRekm connectors. This design is based only upon parameters drown, and is for an individual binding component, not a truss system. Before use, the building designer must vent' the applicability of design parameters and property incorporate this design into the ovuae budding design Bracing indicated is to prevent buckling of individual truss web and/or chord members oroy Addrional 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 fabncatron, storage, delivery, electron and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DS949 and SCSI Building Component 6904 Parke East BNd Safely Information available from Truss Pole Institute, 218 N. Lee Streel, Suite 312. Alexandria. VA 22314 Tamps, FL 36810 Job Truss Truss Type Ply Park SglBarcelons-A or C_TRAY loty T71721100 P2392ACT F10 GABLE 1 1 1 IX3 II 21)0 II 18 15 r "v s r pr re w ro inn six mvuanes, inc mvn am ar u.w. ro zvr r rage r ID:RiEL2vgrkv4uEJUYC21FzkFn"V awcXy_9CdYRIs3mkroR2XoCE0448c5WsllysYwr 3 1x3 II 4 tx3 II 5 1x3 II a 14 II 7 3x3 II 14 13 12 11 10 9 8 1.3 II lx3 II lx3 II lx3 11 lX3 II tx3 II 3x3 II Scale - 1 13 7 LOADING (psf) SPACING- 27 CSI. DEFL. in (loc) Well Lid PLATES GRIP TCLL 400 Plate Grip DOL 1.00 TC 0.10 Vert(LL) We We 999 MT20 2441190 TCDL 1&0 Lumber DOL 1.00 BC 0.01 Vert(TL) n/a n/a 999 BCLL 0.0 Rep Stress Inv NO WB 0.03 Horz(TL) 0.00 8 We n/a BCDL 5.0 Code FBC2014rrP12007 Matrix) Weight: 35 lb FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purtins, except BOT CHORD 2x4 SP No.2(flat) end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. OTHERS 2x4 SP No.3(flat) REACTIONS. All bearings 7-2-8 lb) - Max Grav All reactions 250 lbor less at )oint(s) 14, 11, 9, 10, 13, 12 except 8=1323(LC 1) FORCES. ( lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 7-8=1317/0 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) " SemFrigid phchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 5) Recommend 2x6 strongbacks, on edge, spaced at 10.0-0 oc and fastened to each truss with 3.10d (0.131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means 6) CAUTION, Do not erect truss backwards LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 8-14=-10, 1-7=100 Concentrated Loads (lb) Vert: 7=1265 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING - Verity design parameters and READ NOTES ON INS AND INCLUDED MITEK REFERENCE PAGE 610.7473 rev. 10 7015 BEFORE USE. 1 Design valid for use only with Mr felfO connectors This design is based Only upon parameters shown. and is for an mdm0ual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage. delivery. erection and bracing of trusses and truss systems, see ANSVTPIt Quality Criteria, DS849 and BCSI Building Component 6904 Parks East Blvd. Safety information available from Truss Plate Insidrae, 210 N Lee Shear, Suds 312. Alexandria. VA 22314 Temps, FL 36610 Job Truss Truss Type Oty Ply Tt1721101 P2392ACT Fit ROOFTRUSS 6 1 1Pa* SqGarceWi&-AorCJRAY Y@b Reference (optional) 12 at-e H I 1'30 I 2 3,3 = ID IUEL2vgrkv4uEJUY621FzkFng-aV awcXy_9CdYRIs3mkroRzV'4CB843Fk:5WsilysYwr 3 UCl II 4 14 11 5 3x3 = B 34 11 3x3 = US = Scale = 1:13 2 a•11-4 6.11.4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) VdeB Ud PLATES GRIP TCLL 400 Plate Grip DOL 1.00 TC 0.17 Vert(LL) -0.02 7-8 -999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.19 Veff(TL) -0.03 7-8 >999 240 BCLL 0.0 Rep Stress Ina YES WB 0.12 Horz(TL) 000 7 n/a n/a BCDL 50 Code FBC2014/TPI2007 Matrix) Weight: 39lb FT = 20%F, 11%E LUMBER - TOP CHORD 20 SP No.2(flat) BOT CHORD 20 SP No.2(flat) WEBS 20 SP No.3(flat) REACTIONS. (lb/size) 7-364/Mechanical, 10=36410-" FORCES. (Ili) - Max. Comp./Max Ten. - All forces 250 (Ili) or less except when shown. TOP CHORD 2- 3=493/0, 3-4= 493/0, 4-5=-493/0 BOT CHORD 9- 10=0/326, 8-9=0/493, 7-8=0/338 WEBS 5-7= 450/0, 2-10=-443/0, 2-9=0/256 BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins, except end verlicals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-110tl (0.131" X 3") nails Strongbacks to be attached to walls at their outer ends or restrained by other means 5) 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 - Vwlry design parameters and READ NOTES ON INS AND INCLUDED MITEK REFERENCE PAGE NO.7472 rw. 11V 111015 BEFORE USE.RNIEW Design valid for use only with MrTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent buckling of mdMrlwl thus web and/or Chord members only Additional temporary and permanent bracing is always required for sfabiWy and to prevent couspse wah possible personal injury and property damage For general guidance regarding the fabrication. storage, delivery, erecmm and bracing of lasses and truss systems, ass ANSVTPl1 Quality Criteria, DSO-49 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Instaule. 21e N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 3600 Job Truss Truss Type Oty Ply Park Sit/Barcebne-A or C TRAY T11721102 P2392ACT F11G ROOF TRUSS 1 1 Job 12 iD 0.1-8 I —A i 1-3.0 imu 2 30 = vs.p sec io nit ouanes.mc. roonaui a r":w r r air" ir rapes I D:ItiEj_2vgrkv4uEJ UYC2jFzkFng-2hYy8yYarrL U9al3dTF4 LeVcObSbpSburIGPETysYwq 3 14 11 4 1x3 11 5 30 = 6 34 11 30 = 3X9 = Scale e 1 13 2 I 11.4 fL11 i Plate Offsets (X.Y)— 18:0.1-8.Edoel. 19:0-1-8.Edael LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.49 Vert(LL) -0 04 7-8 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 100 BC 0 56 Vert(TL) -0.06 7-8 >999 240 BCLL 0.0 Rep Stress Ina NO WB 0 37 Holz(TL) 0.01 7 n/a n/a BCDL 5.0 Code FBC20141TP12007 Matrix) Weight: 39 lb FT = 20%F, 11%E LUMBER- BRACING. TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc purlins, except BOT CHORD 20 SP No.2(flat) end verticals. WEBS 20 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-00 oc bracing. REACTIONS. (lb/size) 7=1203/0-3-8, 10=1203/0.8-0 FORCES. (lb) - Max. CompJMax Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3=1619/0, 3.4=1619/0, 4-5=-1619/0 BOT CHORD 9-10=0/1091, 8-9=0/1619, 7-8=0/1130 WEBS 5-7=1505/0, 2-10=-1483/0, 5-8=0/737, 2-9=01780, 3.9=462/0, 4-8=-437/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Girder carries tie-in span(s) 7-0-0 from 0-0-0 to 6-114 3) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0 131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) 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 (pll) Vert: 7-10=10, 1-6=353 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 Paremerars and READ NOTES ON THIS AND INCLUDED MITEX REFERENCE PAGE MI1.7477 rev. IOVIM015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters drown, and is for an individual WWIIII component, not a Was system. Before use, the Du4Wnp designer must vent' the apDlirabkly of tlesgn parameters and progeny incorporate this design into the overall building tlesipn. Bnrxnp indicated is to prevent buck" 01 individual truss mrusswebanchord members only, Additional nallempand permanent bracing h iiaial is "Ways required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication. storage, delivery, ereGron and bracing of trusses and truss syslems, see ANSVrPI1 Quality Criteria, DSBd9 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street. Suite 312. Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type 0ty ply Park StiSomelona-A or C TRAV T11721103 P2392ACT F12 ROOF TRUSS 3 1Job I ID,IIj_2vgrkv4uEJUYC21FWr;n 2hYW8 ;;TTU913 La;Wi4 VY hiWpWYurIGPETysYwq iE 1.3.0 1.2.0 Scale - 1. 13.2 1 3X3 II 2 3x3 = 3 1x3 II 41X3 11 53X3 = 634 II 3x3 = 10 9 e 7 34 = 3x6 = 3x9 = 180 SSO &11A LOADING (psf) SPACING- 240-0 CSI. OEFL. In ( loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.16 Vert(LL) -0.02 9-10 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.19 Vert(TL) -0.02 9-10 >999 240 BCLL 0.0 Rep Stress Ina YES WB 0.12 HOrz(TL) 0.00 7 n/a n/a BCDL 5.0 Code FBC2014/TPI2007 Matrix) Weight, 40 Ili FT = 20%F, 11%E LUMBER- BRACING - TOP CHORD 20 SP No.2( 0at) TOP CHORD Structural wood sheathing directly applied or 6-0.0 oc puffins, except BOT CHORD 20 SP No.2(flat) end verticals. WEBS 20 SP No.3(flat) BOT CHORD Rigid telling directly applied or 10-0-0 oc bracing. REACTIONS. (Ib/size) 10=367/Mechanical, 7=367/ Mechanical FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2-3-499/0, 3-4- 499/0, 4-5=-499/0 BOT CHORD 9-10=0/340, 8-9= 0/499, 7-8=0/340 WEBS 57-45310, 2-10=453/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) "Semi -rigid phchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 4) Recommend 2x6 slrongbacks, 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 0 WARNING - Var/ly design Parameters and READ NOTES ON THUS AND INCLUDED MITEX REFERENCE PAGE 111104473 rev. 1003,7015 BEFORE USE. Kam Design valid for use only with Ms ek® connectors. This design is based only upon parameters shown, and is for on individual budding component, not a truss system Before use. the budding designer must verty, the applicability of design parameters and property incorporate this design Imo In* overall bu9Wng design Bracing initiated is to prevent buckling of individual truss web andior chord members only Additional temporary and permanent bracing is always repurred for slab9ey and to prevent Collapse with possible personal injury and property damage. For general guidance regarding the rabncalson, storage, delivery, ereclon and bracing Of IN33e3 and truss systems, we ANSUTPIt Quality Criteria. 03849 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Instbute. 210 N Lee Street, Sude 312, Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park SgrB arcelens-A or C_TRAY T71721104 P239ZACT FT1 SPECIAL 1 Mid -Florida camber. Bartow. FL 7 640 $ Apr 19 2016 MITek Industries. Inc. Mon Jul 31 12,5024 2017 Page 1 ID.ItiEL2vgrkv4uEJUYC21FzkFng-L1TbcLd_6dDUVrKPXRIj771hvOmSyWNwSLSH ZysYwl t 2-.33.1100 I24•S8 Ie-7-6 I 2.1-11 f 2•f•14 I213.11-04 I 21114 71,2 I 1.148 2 1S1 0 2 1. 14 212841.14 2.1-2.1-14 1 2. 314 3x10 = Scale - 138. 0 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. tx4 II 4x1D = fire II 3x8 = Ix4 II Sire = fire II 09 = fire II axe = 40 It 5x12 = 2x4 II 400 = SXIOMT20HS = 3x8 = 2x4 11 3x10 = 2x4 II We = 30 II S I fI 12I 14 231- 0 1I25TI 1I2960I211Q 27 2. 3142.310t0PlateQffsels (X. Y)- 17:0-4-0.0-3-01,118:0-5-0.0-5-41 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1,00 TC 0.98 Vert(LL) -0.64 17 >402 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.87 Vert(TL) -1.01 17 >257 240 MT20HS 187/143 BCLL 0.0 ' Rep Stress Inca NO WB 0.82 Horz(rL) 0.09 12 We life BCDL 5.0 Code FBC2014/TPI2007 Mafia-M) Weight: 244 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 D 'Except' TOP CHORD Structural wood sheathing directly applied or 1-5-5 oc puffins, except 7-11. 2x4 SP No 2 end verticals. BOT CHORD 2x6 SP DSS BOT CHORD Rigid ceiling directly applied or 9-6.4 oc bracing. WEBS 2x4 SP No. 3 *Except* 1-21,3.21, 3.19,5.19,5.17,11-13,9.13,9.15,7-15,7-17: 20 SP No.2 REACTIONS. (lb/size) 22= 3101/0-74, 12-2558/0.3.8 Max Uplift 22=804( LC 4), 12=653(LC 5) FORCES. (lb) - Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-22= 2747/719, 1-2=5674/1463, 2-3=5674/1463, 3.4-13072/3317, 4-5=-13072/3317, 5.23=14814/3643, 6.23=14814/3643, 6-24=14814/3643, 7-24-14814/3643, 7-8=10983/2749, 8-25--10983/2749, 9-25=-10983/2749, 9.10=-4702/1195, 10-26=-470211195. 11- 26=-4702/1195, 11-12=-2212/572 BOT CHORD 21-22=-101/386, 20.21=-2709/ 10574, 19-20=2709/10574, 18.19=3854/15370, 17-18=3854/15370,16-17=-3469/13975,15- 16=-3469/13975,14-15--2280/9028, 13-14=228019028,12-13=-831318 WEBS 2-21=- 552/171, 3-20=69/337, 4-19=509/158, 5.18=-98/464, 6.17=685/207, 7-16=-138/622, 9-14=-101/469, 10- 13=-436/139, 1-21=1490/5786, 3-21=5362/1364, 3-19=683/2734, 5-19=2515/671, 5- 17=-6091231, 11-13=1215/4789, 9-13=-4734/1187, 9.15=538/2140,7-15=-3274/868,7- 17=-345/918 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at D-7-0 oc Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 20 - 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 (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, VuB=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft, L=24f , eave=oft; Cat 11, Exp 8; Encl., 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 nonconcurreni 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 Printed copies of this document are re between the bottom chord and any other members. not considered signed and sealed and 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 804 lb uplift at joint 22 and 653 lb uplift at the signature must be verified on joint 12. 9) Girder carries tie-in span(s) 5-0. 0 from 0-0.0 to 10-11-4: 2-10-0 from 16-3-4 to 21-6-12; 5-0-0 from O-D-O to 10-11-4 any electronic copies 10) "Semi -rigid pilchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. Q WARNING - Verily design parameters and READ NOTES ON TIdS AND INCLUDED a97EK REFERENCE PAGE 11008.7175 rev. 100312015 BEFORE USE. Design valid for use only with Wake, connectors. This design is based only upon Parameters shown, and is for an individual budding component, not a truss system Before use, the buildup designer must verily the applicability of design parameters and property, incorporate this design into the overall building design Bracing indicated is to prevent bucllimg of individual truss web andlor cord members only. Additional temporary and permanent bracing Is aNraya required for stability bility and to prevent collapse with possible personal iniuryand property damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of busses and truss systems, see ANStr PII Quality Criteria, DS8419 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Thus Plate Institute, 218 N Les Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park SglBarcelowA or C_TRAY T71721104 P2392ACT FT1 SPECIAL 1 2 Job Reference lootionall Mid -Florida Lumber, Bartow, FL r.e4u a Apr "' [Vile MI i eF ministries, Inc... Jul rJllLWzoNlr age z ID.1GEj_2vgrkv4uEJUYC21FzkFn"E t_phedwLL7pvb59Oy1KrsfgShhze3MCq"sYwl NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 429 Ile down and 114 lb up at 10-9-4 on top 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=l 00 Uniform Loads (plf) Vert: 1-6=298, 6.25=100, 25.26=239, 11-26=115, 12-22=10 Concentrated Loads (lb) Vert: 6=429 AWARNING - Verify Cosign parameters and READ NOTES ON TIOS AND INCLUDED IWTEN REFERENCE PAGE I1104473 rw. 10193/2015 BEFORE USE. ~t Design valid for use only with MTeKV connectors. This design is based only upon parameters shown, and is for on mdrvi0ual building component, nq a truss system Before use. the building designer must verily the applicability of design parameters and property incorporate this design into the *well building design. Bracing indicated is to prevent bucldatg of individual truss web andlor cord members only. Additional temporary and pemianant bracing is always required for stability and to prevent collapse with possible personal mryry and property damage. For general guidance regarding the fabrication. storage, delivery, erection and bracing of busses and buss systems. see ANSVTPIt Ouallty Criteria. D5849 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Tampa, FL 36610 Job Truss s Type otyPly Park SQM&rCelona•A or CTRAYUs T11721105ljP2392ACTFT2PECIAL1Ob2 I MIO•FIO"08 Lumber, Bartow, FL. 7 640 a Apr 19 2016 MiTek Industries, Inc Mon Jul 31 12.50.25 2017 Pape 1 I0:IUEj_2vgrkv4uEJUYC21FzkFng pE1_IlectwLL7pvb590yfWsbg6'IFty3h2CgW?ysYwi I 2-310 r I 4-1-8 16.7-6 + I I I F 7 J_2 I 19$10 1-14 -1411.31-0 I232-3-10 21.-14 2.1-11 2.1.11 21.1010-a i Scale - 138 0 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 3x10 = 1x4 II 4x8 = 1x4 II 3x8 = 10 II 5x9 = 1x4 II 4xe = 1x4 II 3,9 = 1 2 3 4 5 23 6 24 7 a 25 9 10 11 3x4 II 502 = 2x1 I I 4xe = 700 MT20HS = 3x8 = 2x4 II 4xe = 2x4 I I 5x10 = 3x1 I I 1 2.3.10 + 4-Six 1 &7A 2-310 2-1-14 2.1-14 8.41 I 10.11-2 2.1.11 2.1.11 131-0 1 2.1.14 1S2.11 1 171.12 1 ?9 e 1 21.10.9 2.1-14 2.1.14 2.1.11 2.314 1 Plate Offsets (X.Y)- 17:0.4-0.0.3-01.118,0.5-0.05-41 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.99 Vert(LL) -0.63 17 >411 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0 85 Vert(TL) -0.98 17 >263 240 MT20HS 187/143 BCLL 00 ' Rep Stress Ina NO WB 0 73 Horz(TL) 0.09 12 n/a Na BCDL 5.0 Code FBC2014/TPI2007 Matrix-M) Weight: 2" lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 1-4-4 oc purlins, except BOT CHORD 2x6 SP DSS end verticals. WEBS 2x4 SP No.3 'Except' BOT CHORD Rigid ceiling directly applied or 9-9-6 oc bracing. 1-21,321,319,5-19,5-17,11-13.9-13.9-15,7-15,7-17: 2x4 SP No.2 REACTIONS. (lb/size) 22=2776/0.7-4, 12=2261/0-3-8 Max Uplrfl22=727(LC 4), 12=578(LC 5) FORCES. (lb) - Max Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-22=2437/646, 1-2=5070/1319, 2-3=5070/1319, 3-4=11930/3051, 4-5-11930/3051, 5.23=14058/3478, 6.23=14058/3478, 6-24=14058/3478, 7-24=1405813478, 7-8=11035/2781, 8-25=11035/2781, 9-25=11035/2781, 9.10=4345/1106, 10-11=4345/1106, 11-12=1993/517 BOT CHORD 21-22=-91/341, 20-21=2496/9658, 19-20=-2496/9658, 18.19=-3647/14447, 17-18=3647/14447, 16-17=-3398/13600, 15-16=3398/13600, 14-15=-2217/8735, 13-14=2217/8735, 12-13=711275 WEBS 2-21=450/146, 3-20=86/400, 4-19=400/132, 5-18=131/593, 6.17=726/219. 7-16=146/646, 8.15=384/123, 9-14=68/340, 1-21=1345/5174, 3.21=-5021/1287, 3-19=-627/2486, 5.19=27551734, 5-17=-506/211, 11-13-1130/4447, 9-13=-4804/1216, 9-15=-63812516, 7-15=2807/758, 7-17=-242/548 NOTES- 1) 2- pry truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-7-0 oc. Bottom chords connected as follows, 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to.ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated 3) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.0psf; h=25ft; 8=45ft, L=24ft; eave=4tt, Cat It: Exp B, Encl., GCpi=O 18: MWFRS (directional); Lumber DOL=1.60 plate gnp 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. Printed Copies Of this document are 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 727 lb uplift at joint 22 and 578 lb uplift at not considered signed and sealed and jot"' 12. the signature must be verified on 9) Girder carriestie-in span(s): 5.0.0 from 0.0-0 to 10-11-4, 2-10-0 from 16.3.410 21-6-12; 5-0-0 from 0.0-0 to 10-11-4 Semi electronic copies any co p10) AWARNING - Verifyo loath parameters co and READ NOTES ON base AND INCLUDED Mters REFERENCE or E MO. 7ual rev, building component. BEFORE USE. Design vskd for use only with MiTelt® connectors This design i3 DaSed only upon parameters shown, and Is for an uldrvldual buddmp component, not a truss system. Before use, the budding designer must vent' the applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing a.l Is allays required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the o'7/. labrrcalron, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPH Quality Criteria. OSS49 and BCSI Building Component 69W Parke East Blvd Safety Information available from Truss Plate InstxNe. 218 N Lee Street, Suite 312, Alexandria, VA 22314. Tampa. FL 36610 Job Truss Truss Type Qty Ply Park sglBarcebn A or C_TRAY T11721105 P2'J92ACT FTz svECIA1 1 2 Mid-Florlds Lumber, Bartow, FL 7 640 s Apr 19 2015 MRek Industries. Inc Mon Jul 31 12'50 25 2011 Page 2 ID:IliEL2vgrkv4uEJUYC2lFzkFn"E 1_phectwLL7pvb59Oy1Krsbg6?hy3MCgVV?ysYwi NOTES- 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 513 lb down and 137 lb up at 11-0-0, and 463 lb down and 123 lb up at 16-2-8 on top 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: "- 249, 6.25=100, 11-25=115, 12-22=-10 Concentrated Loads (lb) Vert: 6=513 25-463 Q WARNING • Vartry daslgn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111/0-7M rev. 10t)3/201e BEFORE USE. KNEW Design valid for use only with Mrrekm connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the buildup designer must venty the applicability of design parameters and property incorporate this design tto the overall Ill.; p design. Braang indicated is to prevent buckling of rndrvidual truss web and/or cord members only Addaronat temporary and permanent bracing is always requued ror stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, deWery. erection and bracing of trusses and truss systems. see ANSVTF41 Oualhy Crhsrta. DSO-69 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute. 218 N Lee Street. Suite 312. Alexandria. VA 22314. Tempe. FL 36610 Job Truss Truss Type Oty Ply Park SyC T8arcelona-A or RAv T71721108 P2392ACT FT3 SPECIAL 1 I Mid- Ficrida Lumber, Barlow, FL. 7.640 It Apr 19 2016 Mnek Ind states, Inc Mon Jul 31 12.50.26 2017 Page 1 ID' ItiEL2vgrkv4uE JUYC2iFzkFng-IObM 11 fE eETCkzUnfsvBCYN2yE OLON4DwexO2SysYwh 1- tits 3$14 F 13.8 1 7.35 1 9.3.8 F 11.3-8 I 13.0.2 I 14$11 167.0 1. 1a5 1$9 7 , 2.40 2•)-0 2.OA 1$10 1-8-9 1.1as Scale e 129 6 2xS II ex10 MT 18HS= 1x4 II 1 27 2 3 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 5x9 = 10 11 4 22 5 23 ALL CONCENTRATED LOADS MUST BE EOUALLY DISTRIBUTED TO EACH PLY OF THE TRUSS. 6x8 = 7x8 MT20HS = 10 I1 Sx9 = 1.5x4 II 24 0 7 8 9 25 10 20 2x4 I I 6xS MT16HS = 2x4 II 74 MT20HS = Ox0 = 2x4 II 5x9 = 2x4 II 11 4x8 MT1OHS = 04 = 1 1.1a5 1 3A 74 I S3 6 1- 1a5 1.8.9 1$10 1 7.3e F 2. a0 S3e + 2- a0 11. 3 B 1 13 a2 1 2 0 1$10 14 & 11 1 167.0 1 1- b9 1.10.5 Plate Offsets (X.Y)- 12:0-2-12.0.2-41.118:0.3.0.0.2-41 LOADING ( psf) SPACING- 1-4-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.95 Vert(LL) 0.39 16 >502 360 MT20 244/190 TCDL 100 Lumber DOL 100 BC 0.97 Vert(TL) 0.61 16 >321 240 MT20HS 187/143 BCLL 00 ' Rep Stress Incr NO WB 0.99 Horz(TL) 008 11 We n/a MT18HS 244/190 BCDL 5.0 Code FBC2014/TPI2007 Matrix-M) Weight. 280 Ile FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No. 1D TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc puffins, except BOT CHORD 2x6 SP DSS end verticals. WEBS 20 SP No.3 'Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2- 20,2-18,4-18,9-11,9-13,7-13, 2x4 SP No.2 2-2-0 oc bracing: 17-18.16-17. REACTIONS. ( Ib/size) 20=7375/0-8-0.11=3092/Mechanical Max Uplift 20=1091(LC 4), 11=-447(LC 5) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-20=-659/104, 1-21=-638/95, 2-21=638/95, 2-3=-20944/3070, 3-4=20944/3070, 4- 22=2433413529. 522=24334/3529, 523=24334/3529. 23-24=2433413529, 6- 24=2433413529, 6-7=19873/2873, 7-8=976311411, 8-9=-9763/14/1, 9-25=260/38, 1D- 25=-260/38 BOT CHORD 19-20=-1726/11713, 18-19=1726/11713, 17-18=4204/28831, 16-17=4204/28831, 15. 16=2873/19873, 14-15=2181/15DB2. 13-14=-2181/15082, 12-13=749/5180, 11- 12=749/5180 WEBS 4-17=417/69, 4-16=49871749, 6.16=738/4947. 6-15=2247/339, 7-15=-781/5312, 7- 14=-51/412, 3.18=1010/165, 2.20=12689/1869, 2-18=1640/10577. 4-18=9031/1300, 9- 11=-5637/815, 9-13=-758/5251, 7-13=6090/883 NOTES- 1) 3-ply truss to be connected together with 10d (0.131"xW) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-4-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at D-9-0 oc. Webs connected as follows 2x4 - 1 row at D-9-0 oc 2) All loads are considered equally applied to all plies, except it 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=1511, B=45ft, L=24ft: eave=4ft; Cat It: Exp B; Encl., GCpt=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 r4 between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstand!ng 1091 Ile uplift at joint 20 and 447 lb uplift at joint 11. 10) Girder carries tie-in span(s): 16-8-0 from D-0-0 to 5-" 11)' Semfrigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 12) Hanger(s) or rraotth2erconnection device(s) shall be provided sufficient to support concentrated load(s) 6305 Ile down and 911 lb up at C tWArfNING •'VY1ry aril,. panmaraa and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE 01.7473 rev. 1NO312015 BEFORE USE. Design valid for use only with MiTelt® connectors. This design is based only upon parameters shown, and is for an individual budding component, net a truss system. Before use, the budding designer must venly the applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated is to Prevent buoldutg of individual buss web and/or chord members only Additional temporary and permanent bracing is always required for slabday and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, 05849 and SCSI Building Component Safety Information available from Truss Plate Instdule, 218 N Lee Street. Suite 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 r1 904 Parke East Blvd Tampa, FL 36610 Job Truss Truss Type Oy Ply Park s yBeor C TRAY T11721106rcelene•A Pz3azwcr FT3 SPECIAL 1 3 MIe- FUMA WTDe(, Bane., FL. LOAD CASE(S) Standard 1) Dead Roof Live (balanced): Lumber Increase-1 00, Plate Increase=l 00 Undonn Loads (pit) Vert: 1-22=-604, 10-22=-67, 11-20=7 Concentrated Loads (lb) Vert: 4=-6305 eaU a Apr le [Ule Mrren meusmn. mG rage e ID' IUEL2vgrkv4uEJUYC2jFzkFrig-IObM11 tEeETCkzUnfsvOCYN2yEOLON4DwexO2SysYwh AWARNING. Verity design perameters end READ NOTES ON Iles AND INCLUDED MITEK REFERENCE PAGE UIP7477 nv. IWN2015 BEFORE USE. MEL Design valid for use only with MTatsdp Cortriegofs This design is based only upon parameters shown, and A M an individual budding componem. not a truss system. Before use, the budding designer must vent' the applicability of design parameters and property incorporate this design mho the overas budding design Bracing svlruted is to prevent budding of individual truss web and/or Nord members only Additional temporary and permanam 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, erec on and bracing of trusses and truss systems. see ANSIRPII Quality Criteria, DS849 and BCSI Building Component 6904 Parks East Blvd Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Alexandria, VA 22314 Temps. FL 36610 Job Truss Truss Type Oty Y SgfUrcelowA or C_TRAY nlnno7 P2392ACT FT4 SPECIAL 1 f2 JParkJob Reference (optional) Mr0-Florid Lumber. Bartow, FL. 7 640 s Apr 22 2016 M7ek Industries, Inc Mon Jul 31 14 54 06 2017 Pape 1 ID.IUEL2vgrkv4uEJUYC2jF zkFng-2fsYNoY 1 m8Jj3T 1 aHX7 WFhnTL4f8PB6gcMg7YGysX6j 2.9-5 I 5.4.14 I 8-2-4 2-9.5 2.7.9 2.9,6 3x8 1 THIS TRUSS IS NOT SYMMETRIC. PROPER ORIENTATION IS ESSENTIAL. 3x4 = 2 30 = 3 82,14 II 5 40 LOADING (psf) SPACING- 2-" CSI. TCLL 400 Plate Grip DOL 1.00 TC 067 TCDL 10.0 Lumber DOL 1.00 BC 0.50 BCLL 0.0 ' Rep Stress Incr NO WB 0 70 BCDL 5.0 Code FBC2014/TPI2007 Matrix-M) DEFL. in (loc) Udell Ud Vert(LL) -004 6-7 >999 360 Verl( TL) -0.07 6-7 >999 240 Horz( TL) 001 5 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. ( lb/size) 8=1521/Mechanical.5-1832/0.8-0 Max Uplift 8=413(LC 4). 5=496(LC 4) FORCES. ( lb) - Max. Comp./Max Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 1-8=1390/387, 1-2 =2752f747, 2-3=2943/798, 4-5=590/168 BOT CHORD 7-1 1=-747/2752,6-11-747/2752, 6.12=798/2943, 5-12=798/2943 WEBS 2-7=9651288. 1-7=795/2929, 3-5=3131/849 Scale- 1:15.5 PLATES GRIP MT20 244/190 Weight: 91 Ib FT = 20% Structural wood sheathing directly applied or 6-D-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 2-ply truss to be connected together with 1 Od (0 131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 20 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated 3) Wind: ASCE 7-10: Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL-3.0ps1; h-25ft; B=45ft; L=24ft, eave=4ft, Cat. II, Exp B; Encl.. 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 2-0.0 wide will fit between the bottom chord and any other members. 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 413 lb uplift at joint 8 and 496111 uplift at joint S. 9) Girder carries tie-in span(s) 6-8-0 from 0-M to 8-7-4 10) " Semi -rigid pilchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 11) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 398 lb down and 106 lb up at 7-" on top chord, and 56 Ib down and 15 lb up at 1-4-8, 56 Ib down and 15111 up at 3-4-8, and 56 lb down and 15 Ib up at 5-4-8 and 58 lb down and 15 lb up at 7-4-8 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. 1-4-335, 5.8=10 conunueo on page z Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING • Verily dedpn parameters and READ NOTES ON 7160S AND INCLUDED MITEK REFERENCE PAGE MII.7477 rw. feue712015 BEFORE USE. Is DesignvalidforuseontywithMITelimconnectorsThudesignisbasedonlyuponparametersshown, and a for an Individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall budding design. Bracing indicated is 10 prevent buckling of individual truss web and/or chord members onty. Additional temporary and permanent bracing is sprays 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 ANSIlrPri Quality Criteria, DSB29 and SCSI Building Component 6904 Parks East Blvd. Safety Informatlon available from Truss Pats Institute, 218 N. Lee Street. Suds 312. Alexandria. VA 22314 Tempe, FL 36610 Job Truss Truss Type idly Y Park SglBarcelona•A or C TRAY T11721107 P2392ACT FT4 SPECIAL t lJob Reference (optional) Mr6Ft"a Lumber. Bartow, FL LOAD CASE(S) Standard Concentrated Loads (Ib) Vert: 6=56(F) 9=398 10=56(F) 11=56(F) 12=58(F) I bau a Apr zz Zulb Mrr ek ministries. Inc. Mon Jur Jl le.Yr.ue Lul w Yage L ID:IbEL2vgrkv4uEJUYC2jFzkFng-2fsYNoY 1rn8Jj3T1 aHX7WFhnTL4f8PB6gCMg7YGysX6j 0 WARNING • Verily design parameters and READ NOTES ON INS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 10/03R015 BEFORE USE. Design valid for use only with MITlkfp connectors This design is based only upon parameters shown, and is for an individual budding component. not a truss system. Before use, the budding designer must verify the applicability Of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent budding of individual truss web androf chord members only Additional temporary and permanent bracing Is always required fox stability and to prevent collapse with possible personal injury and properly damage For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems. see ANSVTPN Quality CrlteAa, DSO-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Thus Plate Institute. 218 N Lee Street. Suite 312, Alexandra, VA 22314. Tampa. FL 36610 Job Truss Truss Type oty Ply or C_TRAV 1—& marcftn&.A 711721106 P2392ACT FTS ROOFTRUSS 1 Job 8 Mid -Florida Lumber. Barrow. FL 7 640 6 Apr 19 2016 Mrfek Industries. Inc. Mon Jul 31 12.50.27 2017 Page 1 ID: kiEL2vgrkv4uEJUYC2l FzkFng-mc9kE NfsPYb3M73_Ca0011wN3drd9wl(MBlhxbuysYwg 2.4.9 4.7.7 7-0.0 2-4-9 2.2.13 2-4-9 Scale =1:13 6 5x6 1 4x4 = 2 4x5 = 3 1.5x4 11 4x5 = Plate Offsets (X.Y)- 16:0.3-0.0.4-41 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Wen Ud PLATES GRIP TCLL 40.0 Plate Grip DOL 1.DO TIC 029 Vert(LL) -0.04 6-7 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.95 Vert(TL) -0.07 6.7 >999 240 BCLL 00 ' Rep Stress Ina NO WB 0.61 Horz(TL) 0.01 5 n/a n/a BCDL 5.0 Code FBC2014/rP12007 Matrix-M) Weight: 78 lb FT - 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.1 WEBS 2x4 SP No.3 *Except' BOT CHORD 1-7,2-6,3.5: 20 SP No.2 REACTIONS. (lb/size) 8=1290/0-3-8.5=2968/0.4-8 Max Uplift 8=165(LC 4), 5=-635(LC 4) Max Grav 8=2225(LC 2), 5=3412(LC 2) FORCES. (Ib) -Max. Comp /Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-8=1723/156, 1-2=3773/317, 2-3= 4684/631 BOT CHORD 7-11-317/3773, 11-12=317/3773, 6 12-317/3773, 6-13=-631/4684, 5-13=-631/4684 WEBS 1-7=34514104, 2-7=767/199, 2-6=344/1263, 3-6=242/1899, 3-5=-5096/687 Structural wood sheathing directly applied or 5-6-6 oc purfins, except end verticals Rigid ceiling directly applied or 10-D-0 oc bracing NOTES- 1) 2-ply truss to be connected together with 10d (0 131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0.9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-3-0 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 (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.Opsf, h=15ft; B=45f1; L=24ft, eave=oft; Cat II, Exp B; Encl., 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 psi bottom chord live load nonconcurrent with any other live loads 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 165 Ib uplift at joint 8 and 635 lb uplift at joint 5. 8) "Semi -rigid phchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 357 lb down at 1-94, 357 lb down at 3-", and 357 lb down at 5.9-4, and 2599 lb down and 698 Ill up at 5-9-4 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=l 00 Undone Loads (plf) Vert: 1-4-100, 5-8-10 Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 6—il 0 WARNING - Verily daslgn pammafera and READ NOTES ON TNS AND INCLUDED MTEK REFERENCE PAGE 011.7477 rev. IOVZ7015 BEFORE USE. Design valid for use only with MiTekV connectors This design is based only upon parameters shown, and is for an Individual budding component, not a truss system. Before use, the building designer must veny the applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stabday, and to prevent collapse with possible personal injury and property damage For general guidance regarding the febnwlion, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPN Quality Criteria. DSO-49 and BCSI Building Component 6904 Perlis East Blvd Safely Information available from Truss Plate Inslxute. 218 N. Lee Street. Suite 312. Alexandria. VA 22314 Tampa. FL 36610 Job Truss Truss Type Oty Ply Park Sq/Bareslona-A or C TRAY T11721100 P2392ACT FTS ROOFTRUSS 1 Mid-Flonda Lumber, Bartow, FL. LOAD CASES) Standard Concentrated Loads (lb) Vert: 6=217 9=217 10=90(F) 11-217 12=90(F) 13=2689(F=90, B=2599) 7.Gd0 a Apr 19 2015 Mffek Industrree, InC Mon Jul 31 1Z-5027 Z017 Pape Z ID:ItiEL2vgrkv4uEJUYC2tFzkFng-mc9kENIsPYb3M73 CoOOIKvN3drd9wKM81hzbuysYwg ram Q WARNING - Verify design parameters and READ NOTES ON Inds AND INCLUDED MITEK REFERENCE PAGE 114I1.7473 rev. 1NO3?015 BEFORE USE. Design valid for use only, with MRek® connectors This design is based only upon parameters shown, and is for an individual building component. not a truss system Before use, the budding designer must vent' the applicability of design parameters and property mcorporale this design into the overall budding design Bracing mdcated is to prevent buckling of Individual truss web and/or Chord members only Additional temporary and permanent bracing is always requved for Stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the lsbr¢siron. storage, delivery, erecllorl and bracing of trusses and truss systems, see ANSVTPI7 Quality Criteria. DSBa9 and BCSI Building Component 6904 Parke East SW Safety Information available from Truss Plats Institute. 2111 N Lee Strait, Suds 312. Alexandria, VA 22314. Tamps. FL 36610 Job Truss Truss Type oty Ply Park SglBarceons•A or C TRAY 711721109 P2392ACT G1 MONO HIP t 1 Md•Flonds Lumber, Bartow, FL 7.640 s Apr 19 2016 Mrek Industries, Inc Mon Jul 31 12*50.26 2017 Page 1 ID ItiEL2vgrkv4uEJUYC2jFzkFng-Eoj6SjgUArjw_HeAmHxfHzTSA1EtuWEWNyOU7KysYwl 00 e-00 8-00 1.40 e-00 2 0 4x4 = 8x8 I I 3 t2 4 a US = 1.50 II LOADING (psf) SPACING- 2 0 0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.65 TCDL 10.0 Lumber DOL 1.25 BC 0.47 BCLL 0.0 ' Rep Stress Incr YES WB 0.06 BCDL 10.0 Code FBC20141TP12007 Matrix-M) 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/sae) 8=385/0-8-0.10=283/0-1-8 Max Horz 8=188(LC 12) Max Uplift8=-85(LC 12). 10=-132(LC 12) Max Grav 8=385(LC 1), 10-315(LC 17) FORCES. (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-8=313/206 BOT CHORD 7$=258/152 30 10 DEFL. in (loc) Udell Ud PLATES GRIP Vert(LL) 010 7-8 >943 240 MT20 244/190 Vert(TL) -0.27 7-8 >350 180 Horz(TL) 0.02 10 n/a n/a Scale - 129 6 Weight: 55 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vull=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf; BCDL=3.Opsf; h=15ft, B=4511; L=24ft; eave=4ft, Cat II; Exp B, Part. Encl., GCpi=0.55, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6.0-0, Exterior(2) 6-0-0 to 7-6-12 zone: end vertical left exposed;C-C for members and forces d MWFRS for reactions shown; Lumber DOL=1.60 plate gnp DOL=1 60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10 0 pst bottom chord live load nonconcur 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 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 lb uplift at joint 8 and 132 lb uplift at joint 10. 9) "Semi -rigid prtchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies tiwww' 0 WARNING - Vw*y design parameters and READ NOTES ON THIS AND INCLUDED a9TEK REFERENCE PAGE Md•7473 rev. IOV"015 BEFORE USE. Design valid for use only with Mrek® connectors This design la based only upon parameters shown, and is of an individual budding component, not a truss system. Before use, the budding designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or cord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, detwery, erection and bracing of trusses and truss systems, see ANSVrPI1 Quality CrI erls, DS849 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Insidae. 218 N. Lee Streef. Suite 312, Alexandria, VA 22314 Tamps, FL 36610 Job Truss Truss Type Oty Ply Park SgMarcebns-A or C TRAY I Tt1721t10 P2392ACT G2 MONO HIP 1 Job Mid-Flonda Lumber, Bartow. FL 7 540 s Apr 19 Zold Mask Industries. Inc. Mon Jul 71 iz-ou Ze zul I Page 1 ID:ItiEj_2vgrkv4uEJUYC21FzkFng-Eg6StgUArtw_HeAmHxfHzTSmt FmuWPWNyOU7KysYwf t-0.0 $ 40 6.40 1.0•0 4.8.0 Mo 4x4 = Sx8 MT20HS I I a 1.5x4 II 4x4 = 1 5x4 11 LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 00 ' Rep Stress Incr YES BCDL 10.0 Code FBC2014lrP12D07 CSI. DEFL. in (loc) Udell Ud TC 0.67 Vert(LL) 0.15 7-8 >613 240 BC 0.40 Vert(TL) 0.26 7-8 >361 180 WB 0.05 Horz(TL) 0.03 10 n/a n/a Matrix-M) LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No 3 BOT CHORD OTHERS 2x4 SP No.3 REACTIONS. (lb/size) 8=38510-8-0, 10=283/0-1-8 Max Horz 8=112(LC 12) Max Uplift8=103(1-C 12), 10=114(LC 12) Max Grav 8=385(LC 1). 10=300(LC 17) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-8-3061213 Scale - 125 6 3x4 = D l PLATES GRIP MT20 244/190 MT20HS 187/143 Weight, 50 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purtins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; Vu11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.0psf; h-15ft, B=45ft, L=24ft, eave=4ft; Cat. II; Exp B; Pan End., GCpi=0.55, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-8-0, Exterior(2) 4-841 to 7-6-12 zone,C-C for members and forces 3 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL-1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Bearing at joint(s) 10 considers parallel to grain value using ANSI/TPI 1 angle to grain formula Building designer should verify capacity of bearing surface 8) Provide mechanical connection (by others) of truss to bearing plate at joint(s) 10. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 103 lb uplift at joint 8 and 114 lb uplift at joint 10 10) "Semi -rigid pilchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. AWARNING - Vanity design panamerMi and READ NOTES ON TIOS AND INCLUDED WTEK REFERENCE PAGE 41111-7477 w. IOW,7015 BEFORE USE. Design valid for use only web MrTel* Connectors This design is bond only upon parameters shown, and is for an Individual buedmg component, not a truss system Before use, me building designer must vent' the applicability of design parameters and property incorporate this design into the overall ding d sig I n. Bracing indicated is to prevent buckling of individual truss web andfor chord members only. Additional temporary and permanent bracing s always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the III r ion, storage, delivery, erection and bracing of trusses and truss systems, see ANSIrrPI1 Ouallty Criteria, DSB 89 and SCSI Building Component Safety Information available from Truss Plate InslitNe. 21e N Lee Street. Suite 312. Alexandra. VA 22314. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 6F."1 6904 Parks East Blvd Tamps, FL 36610 Job Truss Truss Type oty Ply Park SglBercelone-A or CTRAY T11721111 P23WZACT G3 COMMON 1 1 Mid,Flonda Lumber, Barlow, FL 7.640 s Apr 19 2016 MTek Industries. Inc Mon Jul 31 12:50.29 2017 Pape 1 I D: NiEjL2vgrkv4uEJUYC21FzkFng-t?HUf2h6w9rnbO DMK?TugA?gORc7dzplccA2rnysYwe 3-6.0 8-0.0 9A0 b60 4-4-0 A 4x6 10 9 600 1712 4x4 = Scale - 125 7 3x4 I I 1x4 I I 53x4 11 i 3 &0 e-O.O 4.4.0 i 3-b0 I LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.45 Verf(LL) -0.02 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 026 Vert(TL) -0.07 5-6 >999 180 BCLL 0.0 ' Rep Stress Ina YES WB 004 Horz(TL) 0.00 5 n/a n/a SCDL 10.0 Code FBC2014frP12007 Matrix-M) Weight: 38 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, except BOT CHORD 2x4 SP No 2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 SP No 3 REACTIONS. (lb/size) 5=38510-8-0, 10=283/0-1-8 Max Horz 10=96(LC 11) Max Uplift5=128(LC 12), 10=90(1-C 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 3-5=308/290 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=15ft, B=4511; L=2411, eave=4ft, Cat. 11; Exp B; Part. Encl., GCpi=0.55; MWFRS (directional) and C-C Exterior(2) 0-5-4 to 6-", Interior(1) 6-" to 9-0-0 zone; end vertical right exposed,C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1 60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 4) ' This truss has been designed for a live bad of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fill between the bottom chord and any other members. 5) Bearing at joint(s) 10 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) 10. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 128 lb uplift at joint 5 and 90 lb uplift at joint 10. 8) "Semi -rigid pdchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - verify design paramersrs and READ NOTES ON THIS AND INCLUDED ItUTEN REFERENCE PACE MII.7473 rw. 10/03/2015 BEFORE USE. 0-61 Design valid for use only with MTek* connectors This design is based only upon parameters shown, and IS for an individual building component, not a truss system. Before use, the building designer must vent' The applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual Was web andror Gard members only. Additional temporary and permanent bracing rs always required for stability and to prevent collapse with possible personal mlury and property damage For general guidance regarding the in fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSITPII Quality Criteria, DSB-99 and BCS1 Building component 6904 Parke East Blvd Salary Information available from Tens Plate Institute. 218 N Lee Street, Suss 312. Alexandria, VA 22314 Tamps, FL 311610 Job Truss Truss Type Oty Ply Park SgMarcelone-A or CTRAY T71721112 P2392ACT G4 HIP 1 1 MM-Flpgs Lumber, Banow, FL 7.540 s Apr 19 2016 MiTek IMusmes. Inc Mon Jul 71 12 50 zu 2017 Page 1 ID ItmEL2vgrkv4uEJUYC2jFzkFng-14HUt2h6w9mbODMK?TucIA>11RbTdzvfccA2(nysYwe I 2+0 i, 5.40 f 8.0.0 9 11 2+0 2-8-0 3-0-01.0-0 4xe 15 12 1t 40 = 4x4 = 6 00 F12 2 13 3 30 = 1x4 11 10 n 6 3x4 II r z+o I 5-ao 8 ao I 2+0 2-8.0 3-0-o LOADING ( I SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr NO BCDL 100 Code FBC2014frP12007 CSI. DEFL. In (lot' Vdeft Ud TC 058 Vert(LL) 0.07 7-8 >999 240 BC 0.37 Vert(rL) 0.09 7-8 >999 180 WB 0 03 Horz(TL) 0.00 6 n/a n/a Matrix-M) LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No 3 BOT CHORD OTHERS 2x4 SP No 3 REACTIONS. (Ib/size) 6-422/"-0, 12=327/0-1-8 Max Horz 12=92(LC 8) Max Uplift6=-207(LC 8). 12=182(LC 8) Max Grav 6=423(LC 18), 12=327(LC 1) FORCES. (lb) - Max Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=262/187, 3-4=-281/174, 4-6=326/185 Scale - 1 21 7 m A PLATES GRIP MT20 244/190 Weight 41 lb FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10.0-0 oc bracing NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3 Opsf, h=15ft, B=45ft; L=24ft; eave=oft, Cat II; Exp B; Part. Encl , GCpt--O $5, MWFRS (directional); end vertical right exposed; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10 0 psf bottom Chord live load nonconcurent with any other live loads. 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 6) Bearing at joint(s) 12 considers parallel to grain value using ANSI/TPI 1 angle to grain formula. Building designer should verity capacity of bearing surface. 7) Provide mechanical connection (by others) of truss to bearing plate at joints) 12. 8) Provide mechanical Connection (by others) of truss to bearing plate capable of withstanding 207 lb uplift at joint 6 and 182 lb uplift at joint 12. 9) "Semi -rigid pitchbreaks including heels" Member end fix4ymodel was -used in the analysis and design of this truss. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 65 lb down and 169 lb up at 2-4-0, and 9 lb down and 76 lb up at 3-8-0. and 65 lb down and 169 lb up at 5-0-0 on top chord, and 26 lb down and 27 lb up at 2-4-0, and 12 lb down and 13 lb up at 3-8-0, and 26 lb down and 27 lb up at 4-11-4 on bottom chord The design/selection of such connection device(s) is the responsibility of others. 11) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced). Lumber Increase=1.25, Plate Increase=1 25 Undorm Loads (plf) Vert: 1-2=60, 2-3=60, 3-4=-60, 4-5=-60, 6.10-20 Concentrated Loads (lb) Vert: 2=18(F) 3=18(F) 8=14(F) 7=14(F) 13=9(F) 14=-8(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - VariNy design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 nv 10,93,2015 BEFORE USE. It Design valid for use only with MiTelr® connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must vent' the applicability of design parameters and properly Incorporate this design into the overall budding design Bracing radiated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss systems. see ANSVTPI/ Quality Criteria, DSB-59 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Insldute. 218 N. Lee Street, Suds 312. Alexandria, VA 22314 Tamps, FL 36510 Job Truss Truss Type Oty Ply Park SglBarcebna•A or C TRAY T71721113 P2382ACT H1 MONO HIP 1 1 mq-rionos Lumber, narrow, FL 7 640 s Apr 19 2016 MRek Industries, Inc Mon Jul 31 12.50 30 2017 Page 1 ID ItlEL2vgrkv4uEJUYC21FzkFng-ABnsOlkhTzeDaoZui 7MOYwxr?BMPLogGvbBDysYwd 1.0.0 F 2.10.0 58-0 I 10 0 2-10.0 2.10.0 Scale - 1.14 5 4x4 = 3x4 = 20 = 5 15xe II 2.10-0 2-10-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft Lid PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -000 6 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -001 6-9 >999 180 BCLL 00 ' Rep Stress Incr YES WB 0 08 Horz(TL) 0.DO 5 n/a n/a BCDL 10. 0 Code FBC2014rrPI2007 Matrix-M) Weight 27 Ib FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins, except BOT CHORD 2x4 SP No 2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/ size) 5=208/Mechanical, 2=293/0.3-8 Max Horz 2=73(LC 12) Max Uplift5= 68(LC 9), 2=93(LC 12) FORCES. (Ib) - Max. Comp /Max Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind. ASCE 7-10, VuB=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=3.Opsf, h=25f . B=451t; L=24ft; eave=oft, Cat. II, Exp B; Encl. GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-" to 2-10-0, Exterior(2) 2-10-0 to 5-6-4 zone,C- C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will fit between the bottom chord and any other members. 6) Refer to girder(s) for truss to truss connections 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 68 lb uplift at joint 5 and 93 lb uplift at joint 2 8) " Semi - rigid pilchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE 110111.7473 rw. 1"3,7015 BEFORE USE. Design valid for use only with MiTelop connectors. This design is based ony upon parameters shown, and is for an individual budding component. not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is 10 prevent buckling of individual truss web andfor chord members only Additional temporary and permanent bracing rs always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTPI1 Quality Criteria. DS849 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N Lee Street. Suite 312. Alexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type oty Ply Park SglBarcebna-A or C TRAY T11721114 IP2392ACTH2COMMON11 Job M*FIWMa Lumber, usnow. FL r 54V s Apr iv zuio MI1eK Industries. Inc. Mon .itii Jl iz w Ju Lul i vage 1 ID ltiEL2vgrkv4uEJUYC2jFzkFng-ABnsOikhTzeDao2ui 7MOYwYfryMQwogGvbBDysYwd 2.10-0 5.8-0 2.111 2-10.0 1-fY0 40 = 2x4 2x4 LOADING (psi) SPACING- 2 0 0 CSI. TCLL 20.0 Plate Grip DOL 1 25 TC 0.08 TCDL 10.0 Lumber DOL 1.25 BC 0.10 BCLL 0.0 ' Rep Stress Inv NO WB 0.04 BCDL 100 Code FBC2014/rP12007 Matrix-M) LUMBER - TOP CHORD 2" SP No.2 BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 1 =24 1 /Mechanical, 3=306/0.3-8 Max Horz 1=-36(LC 23) Max Uplift 1=73(LC 8), 3=119(LC 8) Max Grav 1=254(LC 17),3=318(LC 18) FORCES. (Ile) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 1-2=310/105, 2-3=-312/103 BOT CHORD 1-5=61/267, 3-5=61/267 scale = 1 14 7 It DEFL. in (loc) Well L/d PLATES GRIP Vert(LL) -0.00 5 >999 240 MT20 244/190 Vert(TL) -0.01 5-8 >999 180 Horz(TL) 0.00 3 n/a n/a Weight, 22 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-8-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design 2) Wind: ASCE 7-10; VuB=140mph (3-second gust) Vasd=108mph; TCDL=4 2psf, BCDL=3.Opsf, h=25ft; B=45R, L=24ft; eave=Dfl; Cat. II; Exp B. Encl., GCpi=0.18; MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1 60 3) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 4) • This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will 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 beanng plate capable of withstanding 73 lb uplift at joint 1 and 119 lb uplift at joint 3 7) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 181 Ile down and 170 Ile up at 2-10-0 on top chord, and 85 lb down at 2-10-0 on bottom chord The design/selection of such connection device(s) is the responsibility of others 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert 1-2=60, 2-4=-60, 6-9=-20 Concentrated Loads (lb) Vert. 5=-26(F) 2=8(F) 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 MITEK REFERENCE PAGE 01.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTek® connectors This design is based only upon parameters shown, and is for an individual building component, not a'Piss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is ahirsys required for stabrlity, and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrKs'ron, storage, delivery, erection and bracing of busses and truss systems, see ANSV1Pl1 Quality Criteria. DS849 and SCSI Building Component 6904 Parks East Blvd Safety Information available from Truss Plate Institute, 21a N. Lee Street, Suite 312. Alexandria. VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Park SgSarcelona-A or C TRAY JPly T71721115 P2392ACT J2 JACK 1 1 M16Flonda Lumber, Barrow, FL. 7 640 s Apr 19 2016 MiTek Industries, Inc Mon Jul 31 12,5031 2017 Page 1 ID' 16Ej_2vgrkv4uE JUYC2/FzkFn"NOF4kiNSm5V rkMIROVMvb55MFMr5ssy3wf 9kfysYwc 1.0.0 2-10-0 20 = AM 10.0 Scale = 1:11 9 LOADING (psf) SPACING- 2-D-0 CSI. DEFL. in (loc) Udell L/d PLATES GRIP TCLL 20 0 Plate Grip DOL 1.25 TC 0.07 Vert(LL) -0.00 7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.05 Vert(TL) -0 00 4-7 >999 180 BCLL 00 ' Rep Stress Incr YES WS 0.00 Horz(TL) 0.00 2 n/a n/a BCDL 10.0 Code FBC2014rrP12007 Matrix-M) Weight, 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-1D-0 oc purlins BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=61/Mechanical, 2=193/0.3.8, 4=28/Mechanical Max Horz 2=75(LC 12) Max Uplift3=38(LC 12), 2=-64(LC 12) Max Grav 3=71(LC 17). 2=193(LC 1), 4=43(LC 3) FORCES. (lb) - Max. Comp /Max Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3 Opsf; h=15ft; 8=45ft; L=24ft; eave=411; Cat. II; Exp B. Part Encl. GCpi=O 55, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(t) 2-0-0 to 2-9-4 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1 60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load noncwncurrent 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 38 lb uplift at joint 3 and 64 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies id" WARNING - Verify design parameters and READ NOTES ON 7.OS AND INCLUDED MITEK REFERENCE PAGE MIP7173 rev. IOM312015 BEFORE USE. KNEW Design valid for use only with Wake, connectors. This design is based only upon parameters shown, and is for an individual budding component, no i a truss system Before use, the building designer must vent' the applicability of design parameters and properly incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual truss web andfor chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal rnlury and properly damage For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVrPl1 Ouallty CAterts. DS629 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Instdute, 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park SpISarcelona•A or C_TRAY T117211181P2392ACTJ3JACK31 Job Mid-Flonds Lumber, Bartow, FL. 7 640 s Apr 19 2016 MrTek Industries, Inc. Mon Jul 31 12.50 312017 Page 1 ID I11EL2vgrkv4uEJUYC2jFzkFng-eNOF4kiNSmSVrkMIROVMvbS?9FI95ssy3w19kfysYwc 140 3-00 1.00 3A0 Scale = 1, 19 4 5 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdeft Ud PLATES GRIP TCLL 200 Plate Grip DOL 125 TC 0.47 Vert(LL) 0.01 4-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(TL) -0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) -0.05 3 Na Na BCDL 10.0 Code FBC2014frP12007 Matrix-M) Weight: 13 Ib FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No 2 TOP CHORD Structural wood sheathing directly applied or 3." oc purlins, except BOT CHORD 2x4 SP No.2 end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 5=195/0-8-0, 3=70/Mechanlcal, 4=28/Mechanical Max Hoe 5=128(LC 12) Max Uplrft5=16(1-C 12), 3=-69(LC 12), 4=22(LC 12) Max Grav 5=195(LC 1), 3=92(LC 17), 4=53(LC 3) FORCES. (lb) - Max. CompJMax. 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 Opal; h=15ft; B=45ft; L-24ft; eave=oft; Cat. II, Exp B; Part Encl , GCpi=0.55; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0. Intenor(1) 2-0-0 to 2-114 zone; end vertical left exposed,C-C for members and forces 3 MWFRS for reactions shown; Lumber DOL-1.60 plate grip DOL=1.60 2) This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Ops1 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 16 lb uplift at joint 5, 69 lb uplift at joint 3 and 22 Ib uplift at joint 4. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING - Verily daslpn parameters and READ NOTES ON TWS AND INCLUDED NITEK REFERENCE PAGE Na•7473 rev. 1093,2015 BEFORE USE. Design veld for use only with MlTeltS convectors This design is based only upon parameters shown. and is for an individual budding component, not a truss system Before use, the building designer must vent' the appirubrkty, of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent buckling of mWwdual truss web andror chord members only. Adddiorel temporary and permanent bra" is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the Isbncation, storage. delivery. erection and bracing of trusses and truss systems, see ANSVTPIt Quality Criteria. DSB29 and SCSI Building Component 6904 Parke East Bid. Safety Information avallabla from Truss Pine Instdute. 218 N Lee Street, Suite 31Z Alexandria. VA 22314. Tampa, FL 36610 Job Truss Truss Type Oty Ply Park SWIMicelona•A or C_TRAY T117211171P2392ACTJSJACK41 Job Reference (optional) Mid -Florida Lumber. Bartow, FL 7 640 s Apr 19 2016 MTok Industries, Inc. Mon Jul 31 12:w32 2017 Page 1 ID' IIIE)_2vgrkv4uEJUYC2l FzkFng-6aydH4r?D4DMSuxx770bSpdE Reg9gJ55laOiG5ysYwb 1-0-0 5 0 1.0-0 5-ao 2x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 200 Plate Grip DOL 1.25 TC 0.25 TCDL 100 Lumber DOL 1.25 BC 0.18 BCLL 0.0 ' Rep Stress Ina YES WB 0.00 BCDL 10.0 Code FBC2014/TPI2007 Matnx-M) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/sae) 3=111/Mechanical, 2=298/0.3.8, 4=46/Mechanical Max Horz 2-108(LC 12) Max Uplrfl3=-60(LC 12), 2=-82(LC 12) Max Grav, 3=111(LC 1). 2=298(LC 1), 4=76(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale - 1:17.3 DEFL. in (loc) Vdeft Ud PLATES GRIP Vert(LL) 0.02 4-7 >999 240 MT20 244/190 Vert(TL) -0.04 4-7 >999 180 Horz(rL) 000 2 n/a n/a Weight 18 lb FT - 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purllns. BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing NOTES- 1) Wind: ASCE 7-10, Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.Opsf; h=25ft; B=45ft; L=24ft; eave=oft; Cat. II; Exp B; End , GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0. Interior(1) 24)-0 to 4-114 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 240-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 60 lb uplift at joint 3 and 82 lb uplift at joint 2. 6) "Semi -rigid pilchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING • VWry Wslpn Parameters; and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M0.7477 rw. 11ag37013 BEFORE USE. Design valid for use only with MTeIaOP connectors This design is based only upon parameters shown, and is for an mdwidual budding component, not a truss system Before use, the budding designer must verity the applicability or design parameters and property incorporate this design rmo the overall budding design. Bracing indicated is to prevent buckling of individual truss web andror chord members only Additional temporary and permanent bracing rs always rAurred for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSVTPI1 Quality Cr9erta, DS049 and SCSI Building Component 6904 Parke East Blvd Satisfy Information available from Truss Plate Instau e. 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park SqfBarcelona-A or C TRAY T71721118lJobP2392ACTJ7JACK171 Mid -Flouts Lumber, Barlow, FL. 7 640 S Apr 19 2016 Mf<ek Industries, Inc. Mon Jul 31 12 50 32 2017 Page 1 ID ItIE)_2vgrkv4uEJUYC2iFzkFng-6aydH4joD4DMSuxx?7ObSpd9DedBgJ551aOiG5ysYwb I •1.0.0 I 7-0.0 1 0 0 7-0-0 Scale=1:22.2 3,4 = Md LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl L/d PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 052 Verl(LL) -0.06 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 037 Vert(TL) -0 16 4-7 >510 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 100 Code FBC2014/rP12007 Matrix-M) Weight: 24 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-6 oc purlins. BOT CHORD 2x4 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=157/Mechanical, 2=397/0.3.8, 4=61/Mechanical Max Horz 2=141(LC 12) Max Uplift3=-85(LC 12), 2=-99(LC 12) Max Grav3=157(LC 1). 2=397(LC 1).4=106(LC 3) FORCES. (lb) - Max Comp./Max. Ten - All forces 250 (lb) or less except when shown NOTES- 1) Wind, ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL-4 2psf, BCDL=3.Opsf; h=25ft, B=45ft, L=24ft, eave=4f1; Cat. II; Exp B; Encl , GCpr=O 18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0. Interior(1) 2-0-0 to 6-114 zone;C-C for members and forces & 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 I'd between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 85 lb uplift at joint 3 and 99 lb uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Verily design parameters and READ NOTES ON TiOS AND INCLUDED MITEK REFERENCE PAGE 111I1-7473 ray. IGM&2015 BEFORE USE. 7 Design valid for use only with MRekO connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the budding designer must verity the applicability of design parameters and properly incorporate this aespn into the overact budding design Bracing indicated is to prevent buckling Of mtlrvrdual truss web and/or chord members only Additional temporary and permanent bracing kw.laA rs always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the F7F11 Wr fabrication, storage, delivery, electron and bracing of trusses and truss systems, site ANSVTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute. 218 N Lee Street, Suite 312. Alexandria, VA 22314 Tamps, FL 36610 Job Truss Truss Type Oty Ply Park Srrlaarcelona-A or C TRAY T71721119 P2392ACT J7T SPECIAL 3 1 Job Reference (optio 1 Mid -Florida Lumber, Bartow, FL 76409640a Aq 19 2018 Mnek Indusines, Inc Mon Jul 31 12*50 33 2017 Page 1 ID IbEj_2vgrkv4uEJUYC2fFzkFng-amW7VOkd OMC42VvBWq_OAU2w12mtFXE8FoYysYwa 1.40 2.1.1 8 7-0-0102.1.12 0.1. 2 4.88 Scale = 122 2 3x4 = 10 n 2.3-8 2.3-8 i Plate Offsets (X.Y1— 13 D-0-6.Edae) LOADING (psf) SPACING- 2-0-0 CSI, DEFL. in loc) I/defl Ud PLATES GRIP TCLL 200 Plate Grip DOL 1 25 TC 0.49 Vert(LL) 0.10 6 >855 240 MT20 244/190 TCDL 10 0 Lumber DOL 1 25 BC 052 Vert(TL) -0.18 6 >471 180 BCLL 0.0 ' Rep Stress Ina YES WB 0 03 Horz(TL) 0.08 5 n/a n/a BCDL 100 Code FBC2014rrP12007 Matnx-M) Weight. 25 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No 2 TOP CHORD Structural wood sheathing directly applied or 4-10.6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing WEBS 20 SP No 3 REACTIONS. (lb/size) 4=156/Mechanical, 2=415/0.3-8, 5=49/Mechanical Max Horz 2=141(LC 12) Max Uplift 4-81 (LC 12). 2=-106(LC 12) Max Grav4=156(LC 1), 2=415(LC 1), 5=99(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4 2psf, BCDL=3.Opsf; h=25ft; B=45ft, L=24ft, eave=oft; Cat. II, Exp B, Encl., GCpi=O 18; MWFRS (directional) and C-C Exlerior(2) -1-" to 2-0-0. Interior(1) 2-0-0 to 6-11-4 zone;C-C for members and forces 8 MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1 60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconeurrent 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 I'd 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 81 lb uplift at joint 4 and 106 Ib uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1OM312015 BEFORE USE. Design valid for use only with MITekM connectors. This design is based only upon parameters shown, and is for an individual budding component, not a truss system Before use, the budding designer must vent' the applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent bucking of individual truss web and/or Nord members only Additional temporary and permanent bracing is aNrays required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the Kew fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPI7 Quality Criteria, DS049 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312. Mexandna, VA 22314 Tampa, FL 36610 Job Truss Truss Type Oty Ply Park SglBarcelons-A or C TRAY T11721120lJobP2392ACTKJ2JACK21 I MWFlonds Lumber, Bartow, FL 7 64u s Apr iv zwo Nut eK mousmas, mc. Mon dtri 31 1[:DV'.13 Ltrl w rape t ID ItiEy2vgrkv4uEJUYC2jFzkFng-amW7VOkd_OMC42WBZgXq_OAOa21MZmLFXE8FOYysYwa 1.5-0 I 4 41 1-So 4.0.1 Scale = 1 117 2x4 = LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20 0 Plate Grip DOL 1.25 TC 0.16 Vert(LL) -0.01 4-7 >999 240 MT20 2441190 TCDL 10.0 Lumber DOL 1.25 BC 0.12 Vert(TL) -0.02 4-7 >999 180 BCLL 0.0 ' Rep Stress Inv NO WB 0.00 Horz(TL) 0.00 2 We r/a BCDL 100 Code FBC2014frP12007 Matrix-M) Weight: 15 Ile FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No 2 TOP CHORD Structural wood sheathing directly applied or 4-0-1 oc purtins. BOT CHORD 20 SP No 2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/sae) 3=86/Mechanical, 2=274/0-5-11, 4=37/Mechanical Max Horz 2=75(LC 21) Max Upldt3=-47(LC 8), 2=100(LC 8) Max Grav 3=91(LC 25), 2=274(LC 1). 4=60(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10, Vint=140mph (3-second gust) Vasd=108mph; TCDL-4.2psf; BCDL=3 Opsf; h=15ft; 8=45ft; L=24ft; eave=4R; Cat. 11; Exp S: Part. Encl., GCpi=0.55; 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 nonconwrent 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 47 lb uplift at joint 3 and 1DO Ib uplift at joint 2. 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 59 lb down and 27 lb up at 1-6-12, and 59 Ile down and 27 Ile up at 1-6-12 on top chord, and 7 Ile down and 2 Ile up at 1-6-12, and 7111 down and 2 lb up at 1-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=60, 4-5=20 Concentrated Loads (Ib) Vert: 9=4(F=2, B=2) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies O WARNING - VaUy Wslgn panmatera and READ NOTES ON TNIS AND INCLUDED WTEK REFERENCE PAGE MII.7473 rev. IM312015 BEFORE USE. Design valid for use only who Mrek® conneclors. This design is based only upon parameters shown, and is for an individual budding component, nb1 a truss system. Before use. the buildup designer must verity the applicability of design parameters and property inc orpbrale this design Into the overall buedmil design Bracing indicated is to prevent buckling of individual truss web andfor chord members only Add4ronal temporary and pemianerd bracing is always required tot stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the f.lincalron, storage, delivery, erection and bracing of trusses and truss systems. see ANSIRPI1 Quality criteria, DSB-19 and BCSI Building Component 69W Parke East Blvd. Safety information available from Truss Plate Ingdae. 218 N Lee Street. Suite 312. Alexandra. VA 22314 Tamps, FL 36610 Job Truss Truss Type Dry Ply Park SglBarcelona-A or C TRAY T11721121 P2392ACT KJ3 JACK 2 I wmeer, tonow, r 1. 1*540 s Apr 19 7015 Nlltek Industries. Inc Men Jul 31 12 50.34 2017 Pape 1 ID ltiEj_2vgrkv4uEJUYC2jFzkFng-3y4NimlFlhU3iC5K7Y23XEjazSL3lDbOlutpKysYwZ 1.5 o 4.2.15 1-SO 4-2-15 Scale - 1 191 11.50 = 4-2-15 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 024 Vert(LL) 0.03 4-6 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.21 Verl(TL) 0.03 4-5 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.00 Horz(TL) 0.05 3 n/a n/a BCDL 100 Code FBC20141TPI2007 Matnx-M) Weight 17 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No 2 TOP CHORD BOT CHORD 2x4 SP No 2 WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-D-0 oc bracing REACTIONS. (lb/sae) 3=83/Mechanical, 4=35/11tilechanical, 5=226/0.11-5 Max Horz 5=96(LC 8) Max Uplrft3=62(1-C 8), 4-32(LC 8), 5=136(LC 8) Max Grav 3=83(LC 1), 4=72(LC 3). 5=226(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown Structural wood sheathing directly applied or 4-2-15 oc purtins, except end verticals. NOTES- 1) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=15ft; B=451, L=24ft, eave=oft; Cat II; Exp B. Encl., GCpi=0.18; MWFRS (directional); end vertical left exposed; Lumber DOL=1 60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 pst bottom chord live load nonconcurrent with any other live loads 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Bearing at joint(s) 5 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 capable of withstanding 62 lb uplift at joint 3, 32 lb uplift at joint 4 and 136 lb uplift at joint 5. 7) "Semimrigid pitchbreaks Including heels" Member end ftxity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 44 lb down and 101 lb up at 1-&12. and 44 lb down and 101 lb up at 1-6.12 on top chord, and 26 lb down and 45 lb up at 1-6-12, and 26 lb down and 45 lb up at 1-&12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25. Plate Increase=1.25 Uniform Loads (pit) Vert: 1-2-60, 2-3=40, 4-5=20 Concentrated Loads (lb) Vert: 6=66(F=33, B=33) 7=7(F=3, B=3) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies WARNING - verity design paramalen; and READ NOTES ON TNIS AND INCLUDED MITEK REFERENCE PAGE WO.7473 rev, 10,10312015 BEFORE USE. __ UKDesignvalidforuseonlywithMrTek® connectors This design is based only upon parameters shown, and is for an individual budding component, not a truss system Before use, the building designer must vent' the applicability of design parameters and property incorporate this design into the overall building design Bracing sldlcated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent Collapse with possible personal injury and property damage. For general guidance regarding the fabrKatron, storage, delivery, erection and bracing of trusxs and truss systems, see ANSvrPlt Quality Criteria. DSB-09 and BCSI Building Component 6994 Parke East Blvd. Salary Information available from Truss Plate Institute. 210 N. Lee street. Suite 312. Alexandna. VA 22314 Tamps. FL 36610 Job Truss Truss Type Park SciMarcelona-A or C_TRAv JOIY IPly T71721122 IP2392ACTKJSJACK21Job M*Florlda Lurnter, Banaw, FL r 04V a Apr le LVIo MI iex mounnes, mc. Men Jul 41 iz-w a "it rage i ID ItiEL2vgrkv4uEJUYC21FzkFng-3y4NimlFlhU3iC5K7Y23XEIUdS16IDbOlutpKysYw2 r •1.5.0 i 3.9.6 7.p14 1•S•0 3-9-6 3.3-6 Scele = 1.10.9 30 = 7414 LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.59 Vert(LL) -0.06 4-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 125 SC 0.40 Vert(TL) -0.17 4-7 >506 180 BCLL 00 ' Rep Stress Ina NO WB 0.00 Horz(TL) 0.01 2 n/a n/a BCDL 10.0 Code FBC2014frPI2007 Matnx-M) Weight: 24 lb FT - 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-7-5 oc purlins BOT CHORD 20 SP No 2 BOT CHORD Rigid ceiling directly applied or 10.0-0 oc bracing. REACTIONS. (lb/size) 3=156/Mechanical, 2=429/0.5.11, 4=67/Mechanical Max Horz 2=108(LC 8) Max Uplift3-73(LC 8). 2=130(LC 8) Max Grav 3=156(LC 1), 2=429(LC 1), 4=106(LC 3) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf; h=25ft; 8 45ft, L=24ft; eave=oft, Cat. 11; Exp B; End., GCpi=0.18; MWFRS (directional): Lumber DOL-1 60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live bad of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0.0 wide will f4 between the bottom chord and any other member;. 4) Refer to girder(s) for truss to truss connections 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 73 lb uplift at joint 3 and 130 lb uplift at joint 2. 6) "Semi -rigid pilchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 lb down and 11 lb up at 1-6-12, 51 lb down and 11 lb up at 1-6.12, and 70 lb down and 44 lb up at 4-4-12, and 70 lb down and 44 lb up at 44-12 on top chord, and 7 lb down and 2 lb up at 1-6-12, 7 lb down and 2 lb up at 1-6-12, and 17 lb down at 4-4-12. and 17 lb down at 4-4-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vern. 1.3=60, 4-5=-20 Concentrated Loads (lb) Vert: 10=4(F=2, 8=2) 11=10(F=5, 8=5) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies AWARNING • Verily daslpn parameters and READ NOTES ON TN/S AND INCLUDED rWTEK REFERENCE PAGE 111I1-7077 rev. 100312015 BEFORE USE. Design veld for use only with MiTek® connectors This design is based only upon parameters shown, and is for an uWrvMual building component, not IsatrusssystemBeforeuse, the building designer must veny me applrublkty of design parameters and property incorporate the design into the overall budding design Bratng indicated is to prevent buckling of individual truss web ardlor chord members onty 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 fabricalan, storage, delivery, erection and bracing of trusses and truss Systems, see ANSVTPI1 Quality CMeria. D5849 and BCS1 Building Component 690e Parke East Blvd Safety Information available from Truss Plate Institute, 218 N Lee Street, Suite 312. Alexandna, VA 22314. Tampa. FL 36610 Job Truss Truss Type Oty Ply Park SyBarcelone-A or C_TRAY T11721123 P2392ACT KJ7 JACK 5 1 Job Reference (optionall ttimoer, =arrow, r1.. 7.540 s Apr 19 Z915 MITek Industries. Inc Men Jul 31 12 50 35 2017 Page 1 ID ItiEy2vgrkv4uEJUYC2jFzkFng-X9emw6mtW7cwJLgWgFZ13RFiWsdglbWY_YdMIQysYwY 1-5-0 5-2-5 9.10.13 1-SO 5-2-5 4-8-8 Scale - 1.22 3 20 = lx4 n 5 LOADING (psQ SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 10.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Ina NO BCDL 10.0 Code FBC20141TPI2007 LUMBER - TOP CHORD 2x4 SP No 2 BOT CHORD 20 SP No.2 WEBS 2x4 SP No 3 52.5 CSI. DEFL. in (loc) Well Ud TC 038 Vert(LL) 0.03 6-7 999 240 BC 044 Vert(TL) 0.09 6-7 999 180 WB 0.34 Horz(TL) 0.01 5 n/a n/a Matrix-M) REACTIONS. (lb/size) 4=130/Mechanical, 2=522/0-511, 5=314/Mechanical Max Horz 2=142(LC 21) Max Upli84=-70(LC 8), 2=149(LC 8). 5=-69(LC 8) 30 = PLATES GRIP MT20 244/190 Weight 42 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10 0 oc bracing. FORCES. (lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.11=743/124, 11-12=-707/132, 3.12=-664/134 BOT CHORD 2-14=206/666, 14-15=206/666, 7-15=206/666, 7-16=206/666, 6-16=2061666 WEBS 3.7=0/258, 3-6-723/224 NOTES- 1) Wind: ASCE 7-10, Vuft=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL-3.Opsf; h=25ft; B=45ft; L=24ft: eave=oft; Cat. 11; Exp B; Encl., GCpi=0.18, MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcufrent 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 70 lb uplift at joint 4, 149 lb uplift at joint 2 and 69 lb uplift at joint 5. 6) "Semi -rigid phchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 lb down and 11 lb up at 1-6-12, 51 lb down and 11 lb up at 1-&12, 70 lb down and 44 lb up at 4-4-12, 70 lb down and 44 lb up at 44-12, and 93 lb down and 77 lb up at 7-2-11, and 93 lb down and 77 lb up at 7-2-11 on top chord, and 7 lb down and 2 lb up at 1-6-12, 7 lb down and 2 lb up at 1-6.12. 17 lb down at 44-12, 17 lb down at 4-4-12, and 33 lb down at 7-2-11, and 33 lb down at 7-2-11 on bottom chord The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vert: 14=60, 5-8=20 Concentrated Loads (lb) Vert: 13=53(F=27, B--27) 14=4(F=2, B=2) 15=10(F=-5, B=5) 16=35(F-17, B-17) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies 0 WARNING - Verily dWgn parameters and READ NOTES ON TOWS AND INCLUDED WTEK REFERENCE PAGE NII.7473 rev IGM312015 BEFORE USE. —. a1 Design valid for use only with MiTekO connectors. This design is based only upon parameters shown, and is for on individual budding component, not i trusssystem Before use, the budding designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Broong indicated is to prevent bucking of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication, Storage, delivery. erection and bracing of trusses and truss systems, see ANSMII Owlky CMeria. OSS49 and SCSI Building Component 6904 Parke East SNd Safety Information available from Thus Ptote Insidute. 218 N. Lee Street, Suite 312. Alexandria. VA 22314. Tamps. FL 36810 Job Truss Truss Type oty Ply 1P& rkSqMsrce1onwAorC_TRAY T11721124 IP2392ACTKJTTSPEC1l1l21JobReference (o[A'onall Mid-Flonds Lumber, Bartow, FL 7 640 s Apr 19 2015 Mask Industries, mC Mon Jul 31 1Z.50 36 2017 Pape 1 ID:ItiEj_2vgrkv4uEJUYC2fFzkFng-?LC87SmVHJknxVFiEz5XofonpGxlm4XhDC MwPlysYwX 1 t•5-0 i 3-2.2 i 6-4.11 i 9.10.13 i 1-SA 3-2.2 3-2.9 36-1 3x4 = 1.5x4 II 32.2 i 32.2 6-4.11 32.9 I 9.1613 381 1 Plate Offsets (X.Y)- 12:0-1-3.Edoe1. 13:0.2-7.0.0.1) LOADING (psf) SPACING- 2-" CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 Vert(LL) -0.09 3 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.52 Vert(TL) -0.23 3 >504 180 BCLL 0.0 ' Rep Stress Inv NO WB 0.23 Horz(TL) 0.10 6 We We BCDL 10.0 Code FBC2014frP12007 Mainz-M) Weight: 46 lb FT = 20% LUMBER- BRACING. TOP CHORD 2x4 SP No.1 TOP CHORD Structural wood sheathing directly applied or 4-8-7 oc purlins. BOT CHORD 2x4 SP No.2 'Except' BOT CHORD Rigid ceiling directly applied or 10 0 oc bracing, Except: 3-9. 2x4 SP No.3, 3-6: 2x6 SP No.2 641-0 oc bracing 2-9 WEBS 20 SP No.3 REACTIONS. (lb/size) 5=91/Mechanical, 2=557/0.5.11, 6=289/Mechanical Max Horz 2-142(LC 8) Max Uplift 5= 416(LC 8), 2=164(LC 8), 6=79(LC 8) FORCES. (lb) - Max. Comp./Max Ten - All forces 250 (Ile) or less except when shown. TOP CHORD 3-4=8221205 BOT CHORD 3.16=2557765, 8-16=2551765, 8-17=256f765, 7.17-256/765 WEBS 4-8=19/270, 4-7=817/273 NOTES- 1) Wind: ASCE 7-10; Vuh=140mph (3-second gust) Vasd=108mph; TCDL-4.2psf; BCDL=3 Opsf, h=25ff; B=45ff; L=24ff, eave=oft; Cat. II; Exp B: Encl., GCpi=O 18; MWFRS (directional), Lumber DOL=1 60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconeurreni 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 fill 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 46 lb uplift at joint 5, 164 lb uplift at joint 2 and 79 Ile uplift at joint 6. 6) 'Semi -rigid phchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 51 111 down and 11 Ile up at 1-6-12, 51 lb down and 11 Ile up at 1-6-12, and 100 lb down and 76 Ile up at 7-2-11, and 100 Ile down and 76 lb up a1 7-2-11 on top chord, and 7 lb down and 2111 up at 1-6-12, 7 lb down and 2 lb up at 1-6-12, 1 lb down at 4-4-12, 1 lb down at "12. and 21 Ile down at 7-2-11, and 21 111 down at 7.2-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-3=60, 3.5= 60, 9.10=20, 3-6=-20 Concentrated Loads (lb) Vert. 14=66(F=-33, B-33) 15-4(F-2, B=2) 17=2(F=-1, B=1) Printed copies of this document are not considered signed and sealed and the signature must be venfied on any electronic copies 0 WARNING • Vwft design parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 1118-7472 rw. l&V3/2015 BEFORE USE... 1100 Design valid for use ony with MlTek9101uMciors Tiro design is based only upon parameters shown, and is for an individual building Component, not a truss system Before use. the building designer must verily the applicability of design parameters and property mcorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is akrsys required for stability and to prevent collapse with possible personal injury and papery damage For general guidance regarding the fabrication, storage, delivery, erepwn and bracing of trusses and truss systems, see ANSVTPII Quality Criteria, DSO-e9 and SCSI Building Component 69D4 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria. VA 22314 Tampa, FL 36610 Job Truss Truss Type Ply Park SQ18arubna-A or C TRAY loty I T11721125 P2392ACT M1 JACK 1 1rence optional) MM-Fkxga Lumber, Bartow, FL 6MI-7 3x4 = 7 6e0 s Apr 19 2016 MRek Industries, Inc Mon Jul 31 12 50 36 2017 Page 1 ID:ItiEf_2vgrkv4uE JUYC21FzkFng•ILC87 Sm V HJknxV FiE zSXcfoigGsNm75hDCMwPlysYwX 20 11 fs.o•o1 --- i Scale = 1 17 3 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Vert(LL) -0.05 3-5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.86 Vert(TL) -0.12 3-5 >476 180 BCLL 0.0 ' Rep Stress Ina NO WB 0 00 Horz(TL) 0.00 3 n/a n1a BCDL 10.0 Code FBC2014lrP12007 Matnx-M) Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins, except BOT CHORD 2x6 SP No.2 end verticals. WEBS 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 8-0-9 oc bracing. REACTIONS. (Ib/size) 1=513/0.3-8, 3=597/Mechanical Max Horz 1-81(LC 8) Max Uplift 1=110(LC 8). 3=177(1_C 8) FORCES. (lb). Max. Comp./Max. Ten -All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10, Vuh=140mph (3-second gust) Vasd-108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft; L=24ft, eave=oft; Cat. 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 110 lb uplift at joint 1 and 1771b uplift at joint 3. 6) "Semirigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 116 lb down and 41 lb up at 1-1-13, and 606 Ile down and 181 Ile up at 3-D-12 on bottom chord The design/selection of such connection device(s) is the responsibility of others 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (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, 1-3=20 Concentrated Loads (lb) Vert. 5=-116(B)6=-606(B) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies QWARNING • Verify design parameters and READ NOTES ON TIOS AND INCLUDED aVTEK REFERENCE PAGE M9.7477 rev. tOTMOfS BEFORE USE KNEW Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an Individual budding component, not a lass system Before use, the budding designer must verily the applicability of design parameters and property Incorporate this design into the overall budding design. Bracing indicated is to prevent buckling of indrwdual truss web and/or chord members only. Additional temporary and permanent bracing is alvrays required for stability and to prevent collapse with possible personal mfury and property damage For general guidance regarding the in fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPIII Quality Criteria. DSB,9 and SCSI Building component 6904 Parke East Blvd Safety Information available from Tens Plate Institute. 218 N Lee Street. Suite 312. Alexandria, VA 22314. Tamps, FL 36810 Job Truss Truss Type Ply Park SWSarcebna-A or C_TRAY loty T 11721126 P2392ACT M2 JACK 1 1Job Mid-Flonds Lumber. Banow. FL 7 640 s Apr 19 2016 Mrek Industnes, Inc Mon Jul 31 12.50 37 2017 Page 1 ID'HiEL2vgrkv4uEJUYC2jFzkFng-Tim WKon72cseZfgvogcm9sK3e1JFValgRs6TxJysYwW 3x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 034 TCDL 10.0 Lumber DOL 1,25 BC 0.44 BCLL 0 0 ' Rep Stress Ina NO WB 0 00 BCDL 10.0 Code FBC2014/TPl2007 Matrix-M) 5.0.0 5. ; o 2x4 11 DEFL. in (loc) Well Lid PLATES GRIP Vert(LL) -0.03 3-5 >999 240 MT20 244/190 Vert(TL) -0.07 3-5 >784 180 Holz(TL) 0.00 3 n/a n/a LUMBER- BRACING - TOP CHORD 20 SP No 2 TOP CHORD BOT CHORD 2x6 SP No 2 WEBS 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 1=463/D.3-8, 3=349/Mechanical Max Horz 1=81(LC 8) Max Uplift 1=-121(LC 8), 3=-125(LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Scale - 1:17.3 Weight: 23 lb FT = 20% Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10. VuR=140mph (3-second gust) Vasd=108mph; TCDL=4 2ps1, BCDL=3.Opsf, h=25ft; 8=45ft; L=24ft; eave=oft, Cat. II; Exp B, Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate gnp DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurent 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 I'd 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 121 lb uplift at joint 1 and 125 lb uplift at joint 3 6) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 235 lb down and 92 lb up at D-10-12, and 188 lb down and 88 lb up at 2-10-12 on bottom chord The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face o1 the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead Roof Live (balanced): Lumber Increase=1.25, Plate Increase=l 25 Uniform Loads (plf) Vert 1-2=60, 1-3=20 Concentrated Loads (lb) Vert' 5=-235(F) 6=188(F) Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies A WARNING - Vanity daslpn 1»ramafars and READ NOTES ON 710S AND INCLUDED MITEK REFERENCE PAGE MII.7477 rW. 1"3,7015 BEFORE USE. Design valid for use only with Meek® connectors This design is based only upon parameters shown, and is for an individual budding component, not a truss system Before use, the building designer must verily the applicability of design parameters and property incorporate this design into the overall budding design Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSVTPII Quality Criteria. DS849 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Instaule. 218 N Lee Street, Suite 312. Alexandria. VA 22314 Tamps. FL 36610 Symbols I Numbering System I 0 General Safety Notes 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. I For 4 x 2 orientation, locate plates 0- ",e' 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 width measured perpendicular4x4toslots. 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. ENE Min size shown is for crushing only. Industry Standards: ANSI/TP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 0 ir O U 0. O H 64-8 1 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 BOTTOM CHORDS 3 Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See BCSI. 2. Truss braung must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or ahemative Tor I 0 bracing should be considered. X O 3. Never exceed the design loading shown and never Ustack materials on ihadequately braced trusses. 0 4. Provide copies of this truss design to the building H designer, erection supervisor, property owner and all other interested parties. 8 7 6 5 1 5. Cut members to bear tightly against each other. 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 NUMBERSILETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet. Mll-7473 rev. 10103/2015 6 Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSIrrPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSIIrPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabncation. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber 10. Camber is a non- structural consideration and is the responsibility of truss fabricator General practice is to camber for dead load deflection 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shall be o1 the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or purtins provided at spacing indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. IS. Connections not shown are the responsibility of others. 16. Do not cut or alter truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria 0 i CEILING AT 9'- 4" NOTE: 2nd FLOOR OVER ENTRY 7'-4" 15%111/7' WALL I 21%0112" I 6'-0'. I + 5._ 8" 7._ 0„ I I 24" NOTE: SEE ENGINEERING PROFILES FOR SPECIAL CONNECTIONS AND NAILING SCHEDULES. FLOOR SPACING 24" O.C. UNLESS OTHERWISE NOTED. ALL WALLS SHOWN ARE LOAD BEARING AT 9'-4" UNLESS OTHERWISE NOTED. FIRST FLOOR APPROVED TRUSS ANCHOR BY BUILDER BOTTOM =4x2 TOP = 4x2 2x4 Cont. Band . RECO TRUSS END DETAIL APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 2 x 4 BOTTOM = 2 x 4 TOP = 2 x 4 12 6.0' / 12 a' 12" J, Ou LD/Nc TRUSS END DETAIL SANFORD 1 7- 3 5 8 2 OFPAR TM o A th. 23 - HHUS46 FLR. HGRS N O 1 - HGUS26-3 3-PLY HGR MID - FLORIDA LUMBER ACQUISITIONS 1 BARTOW, FLORIDA TRUSS LOADING CONDITIONS ROOF TRUSSES I FLOOR TRUSSES TOTFL LORD (PSF) 400 TOTRL LORD (PSFI 550 STRESS INCRERSE• 125 ISTRESS IWRERSE• 10 IRIS TRUSS SYSTEM HAS BEEN DESIOWD WITH LORDS ffAMTED BY 140 MPH WINDS USING 42 PSF TOP CHORD DEAD LORD AND 30 PSF BOTTOM CHORD DEAD LORD 0 MILES FROM HIIRRICRE OCERLIE CRT. II UP. B (RSC 7-101 2392 - A or C Park Square Homes Lm Im€A 12 " TRAY CLG. OPT. MIFL Barcelona - A or C P2392ACT WA 17-21-171 B-- c i7 rn 12'- 8" 30'- 2" 9'- 6" 91/4" l< ° 7.-0" 19'-11 114" ,I, IE5: =9 , IYI, 9'-9" =41 9'-3" ,I I 19 1/2" 24" 24" NOTE: SEE ENGINEERING PROFILES FOR SPECIAL CONNECTIONS AND NAILING SCHEDULES. FLOOR SPACING 24" O.C. UNLESS OTHERWISE NOTED. ALL WALLS SHOWN ARE LOAD BEARING AT 9'-0" UNLESS OTHERWISE NOTED. APPROVED TRUSS ANCHOR BY BUILDER BOTTOM =4x2 TOP = 4x2 2x4 Cont. Band TRUSS END DETAIL APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 2 x 4 I BOTTOM = 2 x 4 / 1TOP= 2x4 12 6.0PPP' i 0 I 12 12" TRUSS END DETAIL J L 22 - HUS26 1-PLY HGR O 1 - HGUS26-2 2-PLY HGR MID - FLORIDA LUMBER ACQUISITIONS BARTOW, FLORIDA TRUSS LOADING CONDITIONS ROOF TRUSSES I FLOOR TRUSSES THIS TRUSS SYSTEM MRS BEEN BESINED WITH LOTDS OEMERRTEB BY IV0 MPH WINDS USING 4.2 PSF TOP COO TEMP LORD RIB 30 PSF BDIIO7 043RD DEMO LCHB 0 MILES FROM HIMUIE OCERTLINE. CRT. II EIP. 8 (Im 7.10) Park Square Homes 2392 - A or C KIM ffmn TRAY CLG. OPT. I' Ba SECOND FLOOR rcelona -A or C P2392ACT wn Z,.,, 11B RECORD COPY t n City of Sanford Building and Fire Prevention Product Approval Specification Form OJ ING 1%- 3 5 82 SPNF° RID Permit # EPAR Project Location Address 2 ;i As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuilding.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma - Tru Single Door FL8871.5 Sliding MI Windows and Doors Series 420 Alum SGD - 2 Panel FL.15332.4 Sectional Clopay Building Products 94rr40-W4 FL15279.20 Roll U Automatic Other 2. Windows Single Hung MI Windows & Doors Series GA 185 Aluminum SH FL 17499.2 Horizontal Slider Casement Double Hun Fixed MI Windows & Doors Series GA 185 Alum Picture Fixed FL15349.1 Awning Pass Through Projected Mullions MI Windows & Doors 5764 Verical Alum Mullion FL 15353.2 Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # including decimal 3. Panel Walls Siding James Harding Bldg Products Hardie Panel FL13223.2 Soffits - Aluminum Coils, Inc Coils / Soffits FL12194.1 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles IKO Industries, LTD Asphalt Shingles / Cambridge FL7006.1 Underla ments Warrior Roofing 15 and 930 Roofing Felt FL2346.1 Roofinq Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signat Applicant's Name Please Print) June 2014 Florida Building Code Online Page 1 of 4 0 Profess5onal Regulaficia SCIS Home I Log In I User Registration : Hot Topic submit Surcharge I Slats 6 Facts r: Publication$ FBC staff f BaS site Map Links search R)lida rU" Product Approval USER: Public User A syiemew Product Approval Menu > Product or Apphcahon Search > Application US t > Application Detall FL # FL8871-R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archived D Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickworwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan ). King, P.E. G Validation Checklist - Hardcopy Received Certificate of Independence FL8871 R7 COI (a) CERTIFICATE OF INDEPENDENCE.odf Referenced Standard and Year (of Standard) Standard Year ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 201, 202,'203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL8871 R7 Eouiv of STANDARDS (al.pdf http://`A,ww.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQWtDgty3Ij*Wak2nHrp... 9/13/2017 Florida Building Code Online Page 2 of 4 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/13/2016 Date Validated 12/13/2016 Date Pending FBC Approval 10/21/2016 Date Approved 12/15/2016 Summary of Products FL # Model, Number or Name Description 8871.1 a. "ClassicCraft Rustic" Series 3'6 x 8'0 "Impact" Opaque Fiberglass Radius Top Single Door (X) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) INST 8871.1.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.1 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.1.Ddf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.2 b. "ClassicCraft" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - Rustic" Series Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 11 (a) INST 8871.2.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.2 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.2.Ddf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.3 c. "ClassicCraft" or "ClassicCraft 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with Rustic" Series Sidelite (OX or XO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 11 (a) INST 8871.3.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.3 for Design Pressure Ratings by FL8871 R7 AE WE 8871.3.Ddf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of ")" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ) 8871.4 d. "ClassicCraft" or "ClassicCraft Rustic" Series 3'6 x 8'0 "Impact" Opaque Fiberglass Single Door with Sidelites (OXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 11 (a) INST 8871.4.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.4 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.4.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of ")" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ 8871.5 e. "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door (X) - Series I Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 11 (a) INST 8871.5.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.5 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.5.Ddf Created by Independent Third Party: Yes http://www.tloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgty3Ij Wak2nHrp... 9/13/2017 Florida Building Code Online Page 3 of 4 specific Model and for any other additional use limitations and Installation instructions. 8871.6 f. "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with Series Sidelite (OX or XO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 Il (a) INST 8871.6.udf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.6 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.6.Ddf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and Installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ 8871.7 g. "FiberClassic" or "SmoothStar" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with Series sidelites (OXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 II (a) INST 8871.7.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.7 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.7.Ddf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ 8871.8 h. "FiberClassic", "SmoothStar", 60 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 HVHZ: Yes FL8871 R7 11 (a) INST 8871.B.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.8 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.8.Ddf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.9 1. "FiberClassic", "SmoothStar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door with ClassicCraft" or "ClassicCraft Rustic" Series Sidelites (OXXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8871 R7 li (a) INST 8871.9.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 8871.9 for Design Pressure Ratings by FL8871 R7 AE (a) EVAL 8871.9.odf specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and SmoothStar sidelites, this product approval requires the use of "J" part numbers for these sidelites, which have been stained or painted within six months of installation.) Note - ASTM E1300-98 utilized for areas inside the HVHZ Back Next Contact Its :: 2601 Blair Stone Road, Tallahassee fl. 32399 Phone: 850.487.2824 The State of Florida Is an AA/EEO employer Copyright 2007.2013 State of Florida..: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. if you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. 1f you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communicat,on 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 bere . Product Approval Accepts: M-041®LEE-o http://,A,% w.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgty3IjWak2nHrp... 9/13/2017 Florida Building Code Online Page 4 of 4 Csedi4'Card Safe http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgty3Ij Wak2nHrp... 9/13/2017 THERMANTRU 0 THERMA TRU DOORS 1 1 9 INDUSTRIAL OR., EDGERTON. OH 4351 7. SMOOTH STAR & FIBER CLASSIC FIBERGLASS SINGLE DOOR INSWING / OUTSWING GENERAL NOTES "IMPACT', I. This product has been evaluated and is in compliance with the 51h Edilion (2014) Florida Building Code (FOCI structural requirements Including the "Haigh Velocity Hurricane Zone (HVHZI. 2. Product anchors stall be as fisted and spaced as shown on detain. Anchor embedment to base material stall be beyond wag dressing or stucco. 3. When used in the "HVHT'this product complies with Section 1626 of the Florida Building Code and does not require an Impact resistant covering. 4. -When used in areas outside of the'NVHZ" requiring wind bome debris protection this product compiles with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level'V and includes Wind Zone 4 as dented in ASTM El996 and Section 1609.1.2 2 of the FBC. 5. For 2x slud framing construction, anchoring of these units shag be the some as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by o licensed engineer or registered architect. 7. Outswing configurations using coastal sill item 114 under active doors meet water infiltration requirements for'HVHP'. 8. Inswing configurations and outswing configurations using sit item N$ under the door do not meet the water infilirolion requirements for the "HVHZ' and shag be installed only in non -habitable areas oral habitable locations protected by on overhang or canopy such that the angle between the edge of canopy or overhang to sit a less than 45 degrees. TABLE OF CONTENTS DESCRIPTION Typical elevations. design ensures 6 general notes Door panel delags mooch star) M Door panel defogs Fiber classicHorizontalcrosssections Verlical cross sections Buck and frame . 2X buck masonry conslruclion Frame anchoring - I X buck ffKwrvy coralnrcfion 8 1 Big of Maleriats & Components 37.75' MAX. FRAME WIDTH 36.OfT MAX. _ r PANEL WIDTH T- m M x = Z IfId a s IIIIV Zi c zmaQi° a LO 9 CW doilj made C ECZo K r. OVERA7L x..Z iDESIGN:PRSS SF E'(PJ OgOR.TYP S WIfVG,s v,FR 4ME; POSTiIVE. NEGAI1.VEa, th". si r- eDIMENSIONax INSWING 37.75" x 98.00" 80.0 80.0 SMOOTH STAR OUTSWING 37. 76" x 96.SW 80.0 80.0 INSWING 37.75" x 98.00" 80.0 80.0 FIBER CLASSIC OUTSWING37. 75" x 96.50" 80.0 80.0 See Sheet 8 ( or design pressure rmsitattom. sML, N.T. S. Jam Nil DWS oar. en. LFS FL-8871.5 Lar 8 L DETAIL A -A J eC—W—NEL th sty 0" 00000000000000000000000000000000000000000000000000015-1 000000000000000000000000000000000000000000000 000000000C00000s 000000000000000 1000000010000000010000000100000000 000000000000000 DEFAIL A -A Panel reinforcement INTERIOR I '\ HORIZONTAL CROSS SECTION 4.07 TYP. 4 CORNERS OF PANEL d PV 010, 4@2 E wgood 0.4 aOo 47 OC z tj 41 ao EXTERIOR INTERIOR 0 7? 7- 41 47 1.5TT 4 1/ INGE SIRE IS tOTIOM IL 28.86% OPEN AREA MAX. r2"\ VERTICAL CROSS SECTION IV NOTE: WOOD DOOR COMPONENTS: PINE (SG - 0.42) k N.T.S. we OWS or. LFT-- rm No, FL-8871.5 F _2 _ or P-- I 67 EXTERIOR x Em . ... ....... 4, zd;6 n 0 rl.. Z111111fj INTERIOR 66 '% 4, o g,6wcwU8. Kjl- HORIZONTAL CROSS SECTION 3u z c 0JELL Q: gq 0 2.1 ...,.d 61 4.02" Lt TYP 4 3I CORNERS OF PANEL 0 aEXTERIORINTERIORal r` 2 rr a. (AL L b 4 --- MAIL A -A J 60 71 71? ELwoousIS 61 0 00000000 zo 000000000000000 64 00000000000000000000 00000000001 00000000 Lu La0000000, 0000000 A 0000000000000000000000 ml00000000 00000S 44; 00---o-o 0000000fIOT10M RAIL 00000000 So 0000000 26.86% OPEN 00000000 AREA MAX. /- 2"\ VERTICAL CROSS SECTION —05/22/08 lz 000000000000000 SCOM N.T.S. j 000000000000.. Gm Or. DWS a00000000 G; CWL or. LFS DErAILA-A oRkmo PC-. Ponelietntorcement FL-8871.5 a NOTE: WOOD DOOR COMPONERIS: PINE (SG >= 0.42) aacr 3 C") 0 I.I /P MI EMB. RY1•.1 1 HORIIOWAL CROSS S CTION 4 alwaproved msw g INTERIOR EXTERIOR J Osww- huMMg hi o` . in U: Q# i V' dJ L ° _I 1i11 ? o R o z' 11b u a 0 u EcQ1 g 9 fxlpr dd V CZ € oZBv: pWS d en LFS 3 FL- 8871.5 c a cl or a N•'• 2 u ao rr E a INTERIOR EXTERI%R r P1 14 p r 4. Z Z V L 4 40 10A ofC8Ta 40 40 60 10 tizd g c ^ 60 10 8 E In 9 EXTERIOR INTERIOR EXTERIOR INTERIOR 3 VERTICAL CROSS SECTION 1 VERTICAL CROSS SECDON 2 VERDCAL CROSS SECTION 5 con ohe5outswingstown • hiswing S Shown w/l x subbuck sea gongseegeneral no es, sheet 1 GI o also approved Ior 91VHP water Wi Italian c , requiements a ra EXTERIOR INTERIOR EXTERIOR INTERIOR 0 N 40 40 INTERIOR EXTERIOR 0 o 6 60 60 M En 1 4 40 OAF 2 7 3 7 10 a60 b N ^ V V' • • • .• V • • • • Z UM) N m 05 22 08 = a v v. SGyF; N.T.S. v v owe. er: OINS m 4 VERTICAL CROSS SECTION 5 VERTICAL CROSS SECTION 6 VERDCAL CROSS SECTION aor, Im. LFS 3 5 Inswing configuration 5 Inswing configuration 5 Oulswing co urolion see general notes, sheet 1 0seegeneralrotes, sheet I lor'HVHr: wafer InfBtrolbn see enerot notes. sheet I for HTwoter Infiltration lor'HVH2•woler infJlrofan FL-8871.5 an sins 5 or 8 prequiementsrequirementsrequirements a T. MASONRY OPENING 2X BUCK BUCK ANCHORING CONCRETE ANCHOR NOTES: 1. Concrete anchor locolions at the comers may be adjusted to maintain the min. edge distance to moftariolnls. 2. Concrete anchor locations noted as MAX. ON CENTER' must be adjusted to maintain the min. edge distance 10 mortar joints, additional concrete anchors may be required to ensure the MAX. ON CENTER' dimension are not exceeded. 3. Concrete anchor table: G' um NY••. d o f dj L nn p N Em MASONRY TYP. HEAD d 9 u o a OPENING JAMBS mna 6 E ozv q§q ofEE3ah FRAME Z ri tJO 2X BUCK pI o Y YHINGEJAMIFRAMEANCHORINGSTRIKEJAMB Mosonry 2X buck construction ANCHOR ANCHOR MIN:,<' : MI N:.CLEARANCE:. MI MIN. CLEARANCE TYPE SIZE EMBEDMENT TO. MASONRY.`..: TO ADJACENT : EDGE;:'.. ANCHOR ;.....: ITW 1/4' 1-1/4' 2' 4' IAPCONo CO a 1/4" 4' ULTRACON I WOOD SCREW INSTALLATION NOTES: I. Maintain a minimum 5/8" edge distance, I' end distance, d 1' o.c. spacing of wood screws to prevent the splitting of wood. HINGE DETAIL LATCH t DEADIOLT DETAIL r. N.T.S. er DWS u w LFS 3 FL-8871.5 CC n 6 OF a A. TYP. HEAD 'r P % = o d JAMBS rr till R _ L1 MASONRY 8 9 m on OPENING ; Of ° tmaaLD 4 GE `o z Li mo FRAME 8 15 a H t ' G L m O I X BUCK L LATCH L DEADROIi DETAIL 5 r cN A v, HINGE JAMB STRIKE JAMB CONCREIE ANCHOR NOTES: FRAME ANCHORING 11 c o 0 I. Concrete anchor locations of the comers may be od/usfed to maintain the min. masonry 1 X Duck consllUCllon 12 edge dlslonce to mortarJoints. ; a a u 2. Concrete anchor locations noted as MAX. ON CENTER" must be oc j Med to 12 a > > z malnfoln the min. edge disfanca to mortarJoints• additional concrete anchors L . \ m N • may be requBed to aruure the MAX. ON CENTER' dlmernlon are not exceeded. c 3 Concrete anchor fable: 12 G ANCHOR. ANCHOR MIN. CLEARANCE: MIN. CLEARANCE O N L 12 nN^ z Da a>E+ 5 22 08 i sc N. T.S. ° HINGE DETAILITW DW Isr: DWS IAICON• m' cm n: LFS 3 WOOD SCREW INSTALLATION NOTES: DROW no.: ° I. Molnloln a mWmum S/8" edge distance. )'and d1slonce, a I' o.c. spacing of FL-8871.5 0 wood screws to prevent the sp0tling of wood. n W L a 8 O TYPE:. - -' SITE: ,•; EMBEDMENT TO Mr1tO1JRY -'` TO ADJACENT. a.;:: - Bill OF MATERIALS ITEM DESCRIPTION MATERIAL A I X BUCK SG >= 0.55 WOOD B 2X BUCK SG >= 0.55 WOOD C MAX. 1/4" SHIM SPACE WOOD D 1 /4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE G 3/16" X 3-1/4" PFH ITW CONCRETE SCREW STEEL J 1/4" X 3.3/4" PFH ITW CONCRETE SCREW STEEL L R 10 X 2-1 /T PFH WOOD SCREW 1.15- MIN. EMBEDMENT STEEL 1 INSWING ADJUSTABLE THRESHOLD IS300AJ ALUM./WOOD 2 INSWING THRESHOLD (IS300HP5) AWMJCOMP, 3 INSWING SELF ADJUST THERMAL BREAK THRESHOLD ISP30M) ALUM./COMP. 4 OUTSWING COASTAL THRESHOLD ALUM./WOOD 5 OUTSWING STANDARD THRESHOLD ALUMJWOOD 6 INSWING THRESHOLD ALUM./COMP. 7 DOOR BOTTOM SWEEP VINYL 8 JAMB PINE SG >= 0.42 WOOD 9 JAMB OAK SG >= 0.42 WOOD 10 WEATHERSTRIP FOAM II HINGE STEEL 12 R 10 X 3/4" PFH SCREW STEEL 13 R9 X 3" PFH WOOD SCREW STEEL 14 LATCH STRIKE PLATE STEEL 15 SECURITY STRIKE PLATE STEEL 16 N8 X 2-1 IT PFH SCREW STEEL 17 R8 X 3/4" PFH SCREW STEEL 18 KWIKSET SERIES PASSAGE LOCK STEEL 19 KWIKSET SERIES DEADBOLT 660 STEEL 40 SMOOTH STAR DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 41 DOOR SKIN 0.07T THK. SMOOTH STAR = 6,000 PSI MIN. FIBERGLASS 42 TOP RAIL SMOOTH STARI COMP. 43 LOCK STILE SMOOTH STAR WOOD/LVL 44 HINGE STILE SMOOTH STAR WOOD 45 BOTTOM RAIL SMOOTH STAR COMP. 46 PANEL REINFORCEMENT 0.023" THK. SMOOTH STAR STEEL 47 FOAM CORE POLYURETHANE FIBER CLASSIC DOOR - SEE DOOR PANEL DETAIL SHEET FOR DETAILS DOOR SKIN 0.13T THK. FIBER CLASSIC = 6,000 PSI MIN. FIBERGLASS TOP RAIL FIBER CLASSIC COMP. LOCK STILE FIBER CLASSIC WOOD/LVLrHINGESTILEFIBERCLASSICWOOD BOTTOM RAIL FIBER CLASSIC COMP. PANEL REINFORCEMENT 0.023" THK. ABER CLASSIC STEEL FOAM CORE I POLYURETHANE O a HEAD 11 SIDEJomb T 1HRE3 O truw4p adwstable SJlT r,—UNRESHOW tnsw4V selladpal S.7S 0 T s RESHOLD Ouhvkq slandad I K fi Jill 2 THRESHOLD truv*V odlustabte 4 RES OLD alswing cooslol S.Br 4 THRES OLD6w^*v MAX. DESIGN PRESSURE _ +/- 50 PSF se, N.T.S. oea ev OwS c:c er. VS FL-8871.5 8 or 8 Florida Building Code Online Page 1 of 3 a- -. 0-ir' M.'rti V SCIS Home I Log In I User Registration Mot Topics Submit Surcharge Stats 6 Facts Publications I FBC Staff BCIS Site Map Unks Search Or Product Approval1 '- USER: Public User Product Approval Menu > Product or ApDhcaUpn Search > Application List > Application Detail FL # FL15332-R3 cr-a Application Type Revision Code Version 2014 Application Status Approved Comments Archived D Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered,Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Steven M. Unch, 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 FLIS332 R3 COI FLCOI.Ddf Standard AAMA/WDMA/CSA 101/I.S.2/A440 Method 1 Option D Year 2008 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvd WIdk... 9/7/2017 Florida Building Code Online Page 2 of 3 Date Submitted 10/29/2015 Date Validated 10/30/2015 Date Pending FBC Approval 11/01/2015 Date Approved 12/15/2015 Date Revised 08/11/2017 Summary of Products FL 7f j Model, Number or Name Description 15332.1 I SERIES 420 ALUMINUM SGD I RSERIES 420 EINFORCED ALUMINUM SGD OXO 145-3/4"x80" NON - Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 11 08-00500D.Ddf Approved for use outside HVHZ: Yes Venfied By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510807C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R3 II 08-00498D.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510805C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.3 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OXO 145-3/4"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-02248B Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 512968B.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes E15332.4 I REINIES 420 FORCED LUMINUM SGD 196 RI 420 ALUMINUM SGD REINFORCED OX, XO, XX Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-02249B.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 512969B.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 I REINFORCED ALUMINUMIES420 SGD I SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL35332 R3 II 08-02250B.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 512970B.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 I SERIES 420 REINFORCED 196 RI 420 REINFORCED ALUMINUM SGD OX, XO, XX ALUMINUM Limits of Use Installation Instructions Approved for use in HVHZ: No FLi5332 R3 II 08-00499D.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510806C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" ALUMINUM SGD Limits of Use Installation Instructions Approved for use in HVHZ: No FFLI5332 R3 II 08-00501D.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvd Wldk... 9/7/2017 Florida Building Code Online Page 3 of 3 Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510808C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R3 II 08-00502D.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510809C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143"x96" Limits of Use Installation Instructions ' Approved for use in HVHZ: No FL15332 R3 II 08-00503D.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62S34 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R3 AE 510810C.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes Back Next Contact Its :: 2fi01 Blair Stone Read. Tallahassee FL 32399 Phone: 850-487.1824 The State of Florida IS an AA/EEO employer. Coovnoht 2007-2013 State of flerida. ;: Privacy Statement :: Accessibility Statement : • Refund Statement Under Florida low, email addresses are public records. If you do not want your e-mall address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395 'Pursuant to Section 455.275(1), Flonds Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S must provide the Department with an email address If they have one. The emalls Provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please Provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: M®t o Credit Card Safe http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvd W]dk... 9/7/2017 NOTES: 1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WINO LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WINO BORNE DEBRIS REGIONS. 8. SHIM AS REOUIREO 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 ASSEM9LIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 10 DO NOT REOUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO - OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE / 10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE # 10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3.192 PSI. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE 1 (OR GREATER). D. METAL STRUCTURE- STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO. XX. XP, PX, XIP, PIX TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS REWWORS REV OESCRIPNDN M7E I APPROVEO A ADDEO FVwGE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. SIGNED: 1012312015 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY 011111IIrrrr, 5 F• L FLOWER MOUND, TX 75028 v •\GENS• d+ 0SERIES420SGOREINFORCEDWITHOUTADAPTER 96" x96"NOTES POtFM pTAT ; e i/-, in ; l p R LQ G\` •• DRAWN, owc No. REV 08 9OF B SrO lAl11?\`\ sour: NTS D"E 10/30/13 S"Eu 1 10 I FI HI 6" MAX - 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REOUIREO L 17' MAX 0 C. 6" MAX 17" MAX 0 C. 16" LAX AME IGHT 6" MAX 6" MAX SERIES 420 SGO REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t35.0PSF NONE SEE CHARTS al AND s2 FOR OTHER UNITS RATINGS REVISIONS MCR1PnoN WrE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 1 R.L. CHARTsI WHERE WATER INFILTRATION RESISTANCE IS REOUIREO SEE NOTE 9 SHEET I Design pressure chart (psi) Frame Single Panel and Total Frame Width (in) Height in) 30.0 60.00 36.0 72.00 42.0 84.00 48.0 96.00 Pos Nep Pas Neg Pos Neg Pos Neg 04.0 40.0 58.4 40.0 50.9 40.0 45.1 40.0 42.0 88.0 40.0 55.2 40.0 48.0 406 43.0 39.4 394 92.0 40.0 52.4 40.0 45.4 40.0 40.6 37.1 37.1 96.0 40.0 49.8 40.0 43.1 38.4 38.4 35.0 35.0 CHART s2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOUIRED. SEE NOTE 9 SHEET I Design pressure chart (psO Frame Single Panel and Total Frame Width (in) Height in) 30.0 60.00 36.0 12.00 4I.0 84.00 48.0 96.00 Pos I Neg Pos Neg Pos Neg Pos Neg 84.0 58.4 58.4 50.9 50.9 45.7 45.7 420 420 80.0 55.2 55.2 48.0 48.0 43.0 43.0 39.4 39.4 92.0 52.4 52.4 45.4 45 4 40.6 40.6 J7.1 371 96.0 49.8 49.8 431 431 38.4 38.4 35.0 35.0 CHART s3 Number of anchor locations required Frame Single Panel and Total Frame Width (1n) Height in) 30.0 60.0 36.0 72.0 42.0 61.0 48.0 96.0 H&S IJamb H&S Jamb H&S Jamb H&S Jamb 84.0 4 1 6 5 6 6 6 6 6 80.0 4 6 5 6 6 6 6 6 92.0 4 6 5 6 6 6 6 6 96.0 4 6 5 6 6 6 6 6 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" ELEVATION V.L. 1 08-02249 NTS are 10/30/13 -- 2 OF 10 SIGNED: 1012312015 VGENS.'4s 0• oATE OF . q ' 4riO•`tS''°CORIOP fi• i4/10NA 11E c to FR HE 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD dt JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REOUIREO 6'MAX_ r- r-r 17-MAX _ O.C. 1 6" MAX 17" MAX O.C. 6- AX aME GMT 6" MAX 6" MAX i 2) ANCHORS PER LOCATION SERIES 420 SGO REINFORCED WITHOUT ADAPTER AT SILL EXTERIOR VIEW SEE CHART J4 FOR NUMBER OF LOCATIONS DESIGN PRESSURE RATING IMPACT RATING REOUIRED t35.OPSF NONE SEE CHARTS 4I AND #2 SHEET 2 FOR OTHER UNITS RATINGS REVISONS OESCRIP110N M1E I APPROVEO ADDED FIANCE AND FIN INSTALLATION 12/10/13 R.I. REVISED INSTALLATION DETAILS 08/03/15 R.L. CHART a4 Number of anchor locations required Panel and Total Unit VV.dih (in) FferreSri* HeighH( in) 30.0 60.0 36.0 72.0 42.0 81.0 40.0 96.0 HAS Jamb HAS Jamb HAS Jamb HAS Jamb 84.0 4 6 5 6 6 6 6 6 88.0 0 6 5 6 6 6 6 6 92.0 4 6 5 6 6 6 1 6 6 96.0 4 6 5 6 6 6 1 6 E6 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FIN ELEVATION ORAWN. owc NO. V.L. 08-02249 KkE NTS 0"E 10/30/13 5` 3 OF 10 SIGNED: 1012312015 51I t 11L 0 4SAE OFAT 0RV0 ps10NA 11Ea6\ 1/2" MIN. EDGE DISTANCE 1 3/8" MIN. W000 FRAMING EMBEQMENT OR 2X BUCK BY OTHERS 1/4" MAX. SHIM 10 WOOD SPACE SCREW 110 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. IENT AIN. Gn+c UIDTANCE 1 3/8 MIN EMBEDMENT T- 1/2" MIN. EDGE DISTANCE I/ 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS REVISIONS REV OESCRro1WN GATE APPRUVEO A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS 108/03/15 R.L. 1/4" MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION SIGNED: 1012312015 MI WINDOWS DOORPARKWAY LLC tR IIirjIj 00 LAKESIDE FLOWER MOUND, TX 75028 5 0 0,,812SERIES420SCOREINFORCEDWITHOUTADAPTER 96" x 96" FRAME INSTALLATION DETAILS TAT OFFiO "• <4 i iS/SrONA11 G\ ORAwN: ovecNo. RV'cCQR50T:•t' 08 B 0 NTS CATS 10/30/13 5"M49OF 10 METAL STRUCTURE BY OTHERS 3/4" MIN. EDGE DISTANCE 1/a" MAX. r SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR 11 11 11 11 INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 3/4" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS TM E2112 l- 3/4" MIN. EDGE DISTANCE I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REVISIONS ' Kv DESCRIPTION 0-TE I AMMIN) A ADDEO FLANGE AND FIN INSTALLATION 1 12/10/13 RL. 8 REVISED INSTALLATION DETAILS 08/03/15 IRL 1/ a" MAX, SHIM SPACE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 1012312015 MI WINDOWS AND DOORS LLC R• L04j,i 1900 LAKESIDE PARKWAY FLOWER MOUND, Tx 75028 J g v• GENS; TP SERIES 420 SGO REINFORCED WITHOUT ADAPTER 0,.6126 t= FRAME INSTALLATION DETAILS 104, STATE OF No. F• j°OR1OP• ORAWN: OvaG 08 sNx 49 my B 7SS/ONA'tiE G\ swE are NTS10/30/13 5 OF 10 REVISIONS ' 2 1/2" MIN. REV OESCRIP"ON CAFE APPROVED EDGE DISTANCE A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R L 8 REVISED INSTALLATION DETAILS 08/03/15 R.L. e ' • • • 1 1/4" MIN. a . '. e • EMBEDMENT 1 1/4" MIN. CONCRETE/ EMBEDMENT MASONRY MAX. BY OTHERS HIMSHIM SPACE OPTIONAL IX BUCK 1/4" MAX TO BE 2 I/2" v SHIM SPACE INTERIORPROPERLYMIN. II SECURED SEE NOTE 3 EDGE DISTANCE SHEET 1 973/ 16" TPCON 0- 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS 3/16" TAPCON CONCRETE/MASONRY BY OTHERS EXTERIOR I I I INTERIOR SILL TO SET IN 1 PPROVEDESEALANT OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET I e, 1 1/4" MIN. a EMBEDMENT 4; Q 4 . • . ' JAMB INSTALLATION DETAIL CONCRETEIWSONRY INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 2 1/2" MIN. EDGE DISTANCE SIGNED: 1012312015 VERTICAL CROSS SECTION MI N1I D LlC IR I I` CONCRETEANASONRYINSTALLAT/ON PDOOR YOOOLAKESIDARKWAWSJ%" 0 FLOWER MOUND. TX 75028 v••GENS Ji SERIES 420 SGD REINFORCED WITHOUT ADAPTER*• I0 += 96" x 9IOINSTALLATION DETAILS TATFPOO'GF ;tFRAME DRAW owc No REV i'FS;(0RI:;G 08 50249 B ii S CNASCALEa1ENTS1030/13 6 OF 10 il` 1/2" MIN r EDGE DISTANCE WOOD FRAMING I 1 3/8 MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/4" MAX SHIM SPACE 10 WOOD SCREWS EXTERIOR LU U_U INTERIOR 10 WOOD SCREW FO BE SET IN OF VEO SEALANT REVISIONS OESCRIPWON OATF I APPROVEO ADDED FLANGE AND FIN INSTALLATION 12/10/13 R L. REVISED INSTALLATION DETAILS 08/03/15 R.I. 1 3/8" MIN 1/4" MAX. EMBEDMENT SHIM SPACE I INTERIOR IMIN.Flip EDGEEDDISTANCE10 WOOD SCREWS EXTERIOR W000 FRAMING 9w- 11 OR2xBUCKJAMB INSTALLATION DETAIL BY OTHERS W000 FRAMING OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS MIN. WENT CUl4C VI>IAN%.It 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 SE DESIGNED IN ACCORDANCE WITH ASTM E2102 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FLANGE INSTALLATION DETAILS DRAWN• OWG NO R V. L. 1 08-02249 ALE NTS - 10/30/13 5-7 OF 10 SIGNED: 10/2"015 1R I I v • v\GENSt.'9iP% 8126 *_ TTAtTi OF 3/4" MIN EOGE DISTANCE METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 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. SHIM SPACE 10 SMS OR SELF DRILLING SCREW L TO BE SET IN BED OF PROVED SEALANT I- 3/4" Mil EDGE DISTA L 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS I /A" IIAV REVISIONS REV DESCRIPTION an APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/IS R.I. 0 REVISED INSTALLATION DETAILS 08/03/15 1 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 1012312015 MI WINDOWS AND DOORS LLC 1LL1111II,, 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 v •\GEAr 9s SERIES 420 SGD REINFORCED WITHOUT ADAPTER 0 6 + 9ST x 96" FLANGE INSTALLATION DETAILS G E ; WZ1TATOF DRAWN. owc No. 08 REV B S0RI'1. G\ • S;ONA'LE p sCZE NTS OE'c 10/30/13 S-89OF 10 2 1/2" MIN. EDGE DISTANCEL 1 1/4" MIN. A EMBEDMENT 1 1/4" MIN. CONCRETE/ EMBEDMENT MASONRY 1/4" MAX BY OTHERS SHIM SPACE ONAL I IN: BUCK I TO BE 2 1/2" PROPERLY MIN. SECURED EDGE SEE NOTE 3 DISTANCE SHEET i 13/16" TAPCON 3/16" TAPCON — CONCRETE/MASONRY BY OTHERS EXTERIOR INTERIOR 3/ 16" TAPCON MASONRY/ CONCRETE BY OTHERS VERTICAL CROSS SECTION CONCRETEWSONRY INSTALLATION SILL TO BE SET IN A BED OF APPROVED SEALANT y 1 1/4" MIN. EMBEDMENT 2 1/2" MIN. EDGE DISTANCE REV151010 OMRIPTTON DATE APPROVED ADDEO FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISEO INSTALLATION DETAILS 08/03/15 1 R.L. INTERIOR C EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL IN BUCK CONCRETE/MASONRY INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: I INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTTERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC 1900 LAKESIDE PARKWAY FLOWER MOUND, TX 75028 SERIES 420 SGO REINFORCED WITHOUT ADAPTER 96" z 96" FLANGE INSTALLATION DETAILS oRAwr« oRc No R V.L. 1 08-02249 WALE NTS °"E 10/30/13 ISNEET9 OF 10 SIGNED: 1012312015 WOOD FRAMING 1/4" MAX BY OTHERS r SHIM SPACE A I INTERIOR 1 1/4" MIN. EMBEDMENT APPROVED — SEALANT EXTERIOR BEHIND FIN 8 WOOD SCREW 7/ I6" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION APPROVED SEALANT BEHIND FIN 1 1/4" MIN. EMBEDMENT pe w000 woo0 SCREW FRAMING BY OTHERS 1/4" MAX. SHIM SPACE 7/16" MIN EDGE DISTANCE EXTERIOR II II II II INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4.9, RENSgNS ' REV DESCRIPTION OA1E APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 RL. 0 REVISED INSTALLATION DEVILS 03/03/15 RL. 1 5/8 MIN EDGE DIST. TRIM a 1 1/4" MIN INTERIOR EMBEDMENT MASONRY/CONCRETE LMENT 1 BY OTHERS IX BUCK BY OTHERS, HOOK STRIP 1X BUCK TO BE PROPERLY SECURED 3/16" EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY/CONCRETE 1/2" MIN. EDGE DISTANCE METAL STRUCTURE 3/4" MIN BY OTHERS r EOGE DISTANCE INTERIOR TRIM TRIM 1 3/8" MIN. EMBEDMENT INTERIOR r HOOK STRIP HOOK STRIP a 10 WOOD SCREW a 10 SELF DRILLING SCREW PANEL EXTERIOR PANEL INTERLOCK EXTERIOR INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION 2X BUCKAN000 FRAMING METAL STRUCTURE SIGNED: 1012312015 MI WINDOWS AND DOORS LLC 11L111111///, R• Lp// ice1900LAKESIDEPARKWAY5 9,% FLOWER MOUND, TX 75028\\v GENS SERIES 420 SGD REINFORCED WITHOUT ADAPTER*• 6 *= NOTES: 96" z 96" 0 _- I. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. NAILFIN & HOOK INSTALLATION DETAILS `}1 , TAT OF 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DRAWN, DRO NO. REv 0. , * • A'j ORIOP \ \` DESIGNED IN ACCORDANCE WITH ASTM E2112 V.L. 08-02249 B ' • • • • • end\\\ SCALE NTS WE 10/30/13 SNEET 10 OF 10 //!/ NA' l 0\\ Florida Building Code Online Page 1 of 6 a , axBusinessProfessionalRegulafilon, N : •r r 1 _J_ SCIS Moore I Log In I User Registration j Hot Topra 1 Submit Surcharge Slats B Facts ; Publications I FBC Stall SCIS Site Map links Search ii011 p Product Approval USER: Public User Product Approval Menu > Product or Appbotion Search > A22lioLi2 List > Application Detail FL # FL15279-R4 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Clopay Building Products Company Address/Phone/Email 8585 Duke Blvd. Mason, OH 45040 513) 770-6062 mwesterf'ield@clopay.com Authorized Signature Scott Hamilton shamilton@clopay.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional Exterior Door Assemblies Compliance Method Certification Mark or Usting Certification Agency Intertek Testing Services NA, Inc. Validated By Gary Pfuehler R'' Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year ANSI/DASMA 108 2005 ANSI/DASMA 115 2005 ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Florida Ucensed Professional Engineer or Architect FL15279 R4 Eauiv 20150319 - FBC - DASMA 108 eauiv.odf FL15279 R4 Eauiv 20150319 - FBC - DASMA 115 eouiv.odf Product Approval Method Method 1 Option A http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ 1 QR... 9/7/2017 Florida Building Code Online Page 2 of 6 Date Submitted 03/19/2015 Date Validated 06/12/2015 Date Pending FBC Approval Date Approved 06/21/2015 Date Revised 08/10/2017 Summary of Products Go to Page = Va'i FL tt Model, Number or Name 15279.1 001 W3-09 DSIE-1A171: 2050, 2051, 2053, 4050, 4051, 4053, 62, 64, 65, 62G, 62LG, 64G, SDP38, SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant. N/A Design Pressure: +20 PSF/-20 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 45 b Page l/8a a Description 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 29 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® W3 Garage Door Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of mspection.pdf FL15279 R4 C CAC W3 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 101655-Rev12.bdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.2 002 W3-09 DSIE-1A471: GD1SP, Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated GRISP, 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) WINDCODE® W3 Garage Door 6132, SFC38, MFC38 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of mspection.pdf FL15279 R4 C CAC W3 Listino Intertek.odf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 11 103952-Rev0l.pdf Verified By: lntertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.3 003 W3-09 DSIU-IA171: 9130, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9131, 9133, HDP13, HDPF13, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDPL13, 7130, 7131, 7133, 8130, WINDCODE® W3 Garage Door 8131, 8133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-20 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.4 004 W3-16 DSIE-1A171: 2050, 2051, 2053, 4050, 4051, 4053, 62, 64, 65, 62G, 62LG, 64G, SDP38, SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). Certification Agency Certificate FL15279 R4 C CAC Letter with proof of contract and proof of inspection.pdf FLIS279 R4 C CAC W3 Listing Intertek.Ddf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R4 II 104175-Rev0l.pdf Verified By: lntertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 29 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE® W3 Garage Door Certification Agency Certificate FLIS279 R4 C CAC Letter with proof of contract and proof of inspection.pdf FL15279 R4 C CAC W3 Listing Intertek.Ddf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 11 101820-Revl3.pdf Verified By: lntertek Testing Services NA, Inc. Created by Independent Third Party: http://www.tloridabuilding.org/pr/pr_app_dtl.aspx?param=A,GEVXQwtDgv3yVVKJZ 1 QR... 9/7/2017 Florida Building Code Online Page 3 of 6 Evaluation Reports Created by Independent Third Party: 15279.5 005 W3-16 DSIE-1A471: GD1SP, GR1SP, GD1LP, GR1LP, ARISP, ARMP, ED1SP, ED1LP, 4132, 2132, 6132, SFC38, MFC38 Gallery/Artistry/Expressions: 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" up to 16'0" wide) WINDCODE® W3 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof of inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R4 C CAC W3 Listing Intertek.pdf Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 II 104028-RevOl.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.6 006 W3-16 DSIU-1A171: 9130, 9131, 9133, HDP13, HDPF13, HDPL13, 7130, 7131, 7133, 8130, 8131, 8133 Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE® W3 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS279 R4 C CAC Letter with proof of contract and proof of insoection.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R4 C CAC W3 Listing Intertek.pdf Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FLIS279 R4 II 104168-Rev0l.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windbome Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.7 007 W3-16 PAN-21`153: 73, 1500, 75, 190, 84A, 94, 42, 48, 55, 42B, 48B,55S,4RST,6RST,4RSF,6RSF Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) WINDCODE® W3 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS279 R4 C CAC Letter with proof of contract and proof of inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R4 C CAC W3 Listing Intertek.pdf Design Pressure: +20 PSF/-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 R4 II 101308-Rev12:odf windborne debris regions. The product without glazing DOES Verified By:' Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windbome Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.8 008 W4-09 DSIE-1F171: 4300, 4301, 4310, 4400, 4401, HOG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201, 6203 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE® W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof of inspection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL15279 R4 C CAC W4 Listing Intertek.odf Design Pressure: +28 PSF/-29 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 R4 II 101652-B-Revl l.pdf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windbome Created by Independent Third Party: debris regions (ref 1609.1.4 FBC), Evaluation Reports Created by Independent Third Party: 15279.9 009 W4-09 DSIE-1F471: GD2SP, Gallery/Artistry/Expressions: 2" Double -skin Insulated EPS GR2SP, GD2LP, GR2LP, AR2SP, (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single- AR2LP, ED2SP, ED2LP, 4302, Car (up to 9'0" wide) WINDCODE(10 W4 Garage Door HDGC, 6202, SFC68, MFC68 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS279 R4 C CAC Letter with proof of contract and proof Approved for use outside HVHZ: Yes of inspection.0 Impact Resistant: No FLIS279 R4 C CAC W4 Listino Intertek.Ddf Design Pressure: +28 PSF/-29 PSF Quality Assurance Contract Expiration Date http://www.floridabuilding.org/pr/Pr_app_dtl.aspx?param=wGEVXQ"Dgv")yVVKJZI QR... 9/7/2017 Florida Building Code Online Page 4 of 6 Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FLIS279 R4 11 103969-B-RevO2.Ddf windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.10 010 W4-09 DSIU-1F171: 9200, Double -skin Insulated PUR (exterior skin 27 ga. min.; 9201, 9203, HDP20, HDPF20, interior skin 27 ga. min.) Single -Car (up to 9'0" wide) HDPL20, 7200, 7201, 7203, 8200, WINDCODE® W4 Garage Door18201,8203 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 FL35279 R4 C CAC Letter with proof of contract and proof of inspection.odf FLIS279 R4 C CAC W4 Llstino Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R4 II 104183-Rev0l.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double Skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Single -Car (up to 9'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL35279 R4 C CAC Letter with proof of contract and proof of inspection.odf FLIS279 R4 C CAC W4 Listing Intertek.Ddf Quality Assurance Contract Expiration Date. 05/21/2028 Installation Instructions FL15279 R4 II 104456-Rev0l.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.12 012 W4-09 PAN-2F1S1: 73, 1500, Steel Pan (min. 25 ga.) Single -Car (up to 9'0" wide) 75, 190, 84A, 94, 76, 42, 48, 55, WINDCODE® W4 Garage Door 42B, 48B, SSS, 4RST, 6RST, 4RSF, 6RSF, 2RST, GDSS, GD5SV, GRSS, GRSSV, ARSS, ARSSV, EDSS, EDSSV Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL35279 R4- C CAC Letter with proof of contract and proof of inspection.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL15279 R4 C CAC W4 Ustino Intertek.Ddf Design Pressure: +25 PSF/-32 PSF Quality Assurance Contract Expiration Date Other. The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FLIS279 R4 II 300159-B-Rev16.Ddf windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.13 013 W4-09 PAN-2F441: G4S, GS4, G4L, GL4, GD4S, GD4L, GR4S, GR4L, G4SV, GS4V, G4LV, GL4V, GD4SV, GD4LV, GR4SV, GR4LV, E4S, E4L, ED4S, ED4L, E4SV, E4LV, ED4SV, ED4LV, SS4, SL4, AMS, AR4L, SS4V, SL4V, AR4SV, AR4LV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25 PSF/-32 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.14 Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single - Car (up to 9'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL35279 R4 C CAC Letter with proof of contract and proof of inspection.Ddf FL15279 R4 C CAC W4 Listmo Intertek Ddf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R4 II 103486-B-RevO8.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgv"yVVKJZI QR... 9/7/2017 Florida Building Code Online Page 5 of 6 014 W4-09 SPO-2F449: Grand Harbor, Stone Manor Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-32 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.15 015 W4-16 DSIE-11`171:4300, 4301, 4310, 4400, 4401, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 6201,6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5 PSF/-25.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.16 016 W4-16 DSIE-11`471: GD2SP, GR2SP, GD2LP, GR2LP, AR2SP, AR2LP, ED2SP, ED2LP, 4302, HDGC, 6202, SFC68, MFC68 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5 PSF/-25.5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.17 017 W4-16 DSlEO-1F479: Coachman/Settlers/Affinity Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure. +25 PSF/-25 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the budding code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609.1.4 FBC). 15279.18 018 W4-16 DSIU-1F171: 9200, 9201, 9203, HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 18201,8203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25.5 PSF/-25.5 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES Steel Pan (min. 24 ga.) with Overlay Single -Car (up to 9'0"wide) WINDCODE® W4 Garage Door Certification Agency Certificate FLIS279 R4 C CAC Letter with proof of contract and proof of inspection.Ddf FLIS279 R4 C CAC W4 Listing Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 II 103549-Rev06.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; Interior skin 27 ga. min.) Double -Car (97' to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FLIS279 R4 C CAC Letter with proof of contract and proof of inspection.pdf FL15279 R4 C CAC W4 Listino Intertek.Ddf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R4 II 101481-S-Revl3.pdf 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 FL35279 R4 C CAC Letter with proof of contract and proof ofinspection.odf FL15279 R4 C CAC W4 Listino Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R4 11 104029-B-Rev03.Ddf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double Skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27ga. min.) with Overlay Double -Car (up to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FLIS279S279 R4 C CAC Letter with proof of contract and oroof of mspection.pdf FL15279 R4 C CAC W4 Listino Intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLIS279 R4 II 103046-Rev07.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Double -skin Insulated PUR (exterior skin 27 ga. min.; interior skin 27 ga. min.) Double -Car (9'2" to 16'0" wide) WINDCODE® W4 Garage Door Certification Agency Certificate FL152795279 R4 C CAC Letter with proof of contract and proof of msoection.pdf FL15279 R4 C CAC W4 Listing intertek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FL15279 R4 11 104169-Rev0l.pdf Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQvADgv3yVVKJZI QR... 9/7/2017 Florida Building Code Online Page 6 of 6 k" Comply with the impact resistant requirement for windborne Evaluation Reports debris regions (ref 1609.1.4 FBC). Created by Independent Third Party: 15279.19 416 DSIUO-iK479: Canyon Double Skin Insulated PUR (exterior skin 27 ga. min.; rRidge/Brookstone interior skin 27ga. min.) with Overlay Double -Car (9'2" to 16'0" wide) WINDCODE(D W4 Garage Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof of inspection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL15279 R4 C CAC W4 Listino Intertek.Ddf Design Pressure: +25.5 PSF/-25.5 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 II 104457-Rev02.udf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windbome Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279.20 020 W4-16 PAN-2F153: 73, 1500, Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) 75, 190, 84A, 94, 42, 48, 55, WINDCODE® W4 Garage Door 411ST, 611ST, 4RSF, 6RSF, GDSS, GDSSV, GRSS, GR5SV, ARSS, AR5SV, EDSS, EDSSV Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15279 R4 C CAC Letter with proof of contract and proof of insoection.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL15279 R4 C CAC W4 Listino Intertek.Ddf Design Pressure: +24 PSF/-24.5 PSF Quality Assurance Contract Expiration Date Other: The standard glazing available for this product 05/21/2028 meets the wind load requirements of the building Code but Installation Instructions DOES NOT meet the impact resistant requirement for FL15279 R4 it 101711-B-ReviS.Ddf windborne debris regions. Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Go to Page O a 0 a Page l/8(0 0 Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: SS0.487.1824 The state of Florida 6 an AA/EEO employer. COovnoht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement : • Refund Statement Under Florida law, email addresses are public retards. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one The emalls provided may be used for official Communication with the licensee However email addresses are public retard. 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 tuck here . Product Approval Accepts: w' Credit Card Safe http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQ A tDgv3yVVKJZI QR... 9/7/2017 TANUM Imam .AIW rAtn cams saoa r s n azC.VAT am.% MEDtr Gas14!<.• TNIt1ARL m lm o ECJ gF7TST it 1 s7ar•_a. 0nr-777772 atlusn T Ts>• uaaner T T _ IID.mn mn au TARE rat aft OPTIONAL GLAZING MAY BE STANDARD OR IMPACT RESISTANT GLAZING. SEE SECTION 8-8 FOR DETAILS. MAX STANDARD SIZE 6 42-1/2'.16•. MALT RESISTANT GLAUNG S 21-3/8•.14-1/6•. ICIilimilICI 10=741Ilm-111ICIICI i Twee . a¢ e us mw ° Tam • 0"m% mmE mo roar tuna NIL " m .mR - la-' v w non Q=D- a "m umm $mw Oaf . ABm-p.t6 a AISD Ar.RDm fueLT. W oar 17 ADDED VARRI of NOUSC DOM DUM I7 10 UPGAIM Noon TABLE. 14 I REVISED Ram SPEED TARE fa ASOE7-10. 1/ CDISW POLYSTYRENE raw INS"" 1- 3/16• HOCK Wm wm wmCEEL t o. s• mA fa¢*! BACKER 0MILATED MODELS ONLY) 4 25 CA MN. CAW. STEEL SKIN WITH A BAKED -ON PRIMER. u s en trm ..ULAM AND A FLAKED -ON POLYESTER Xm. x DRL= TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. x ®. mota.es ramxRa ma " BONNE toouu®rom.wRF0pzMM iramommmM6VaOLLaaawao s A q=M vm aWite m m m N m v LCa LC 1 LC MIT m onw or I O I ar I O I >• Clopay ng Products a4mA 5N a1 —'-io nnv (513) 770- 1a00 12 GAL GALV. STEEL TOP ROLLER BRACKET. EACH BRACKET ATTACHED M/ 4) I4 5 • SHEET METAL. 14 GA GALV. ROLLER HINGE EACH HINGE FASTENED TO END STILES WITH (4) / 14.5/a' SHEET METAL SCREWS AND (4) 1/4'4/ 4' SELF TAPPING SCREWS. SEE VIEW V. TALL . 20 GA GLLV. s1EEL U-8AR5 N A 2-1- 2-1 PATTERN (LE TWO U-BARS ON BOTTOM SECTION. ONE U-BAR ON NEAR SECTION. ETC.). EACH U-BAT ATTACHED PER STILEI/ T/ . SELF TAPPING SCREWS TOM BRACKET. ATTACHED WITHS(2) J1Bhb%a' SHEET IwVALSCREWS. DESIGN LOADS: +24.0 PSF d -24.5 PSF TEST WADS: +36.0 PSF & -37.0 PSF Ma 4faq "AL sm W 4 16•o1V . wo-H 101 CLASSIC AND CH RP STEEL. PAN DOUBLE -CAR. WIN +24/- 24.5 PSF MAVVG HAMM Va 101711 18C VAR".a Is W RM® MU omm ®a mm! a G a CA tm6 aAIamam rmlTr, maymIa/rA m onv am mw o m>•Twn o IAo same m :. conomL I-1, as W19sR pllio= too 011M - W IR CPMOa1M PUT ROr I1D10®I m -A- Low WJ YO7R IIIO91 am OM mOOn(aim O m mOmp1 tl9mU ICI® AIM "Um MOO6 a co ff UAOm sago! m mr us= $MA M m =0L m rmnoa (o-so aoaml• 1' sD. Vmmswe wm sm V1m tlVgaS Rm"ma NW S ORWICM. /wR %1gM. ID.IV.Q A. Nara" WPM "09HI Oa Wla oo ror 111U OI up& mOol W ataK m!-lsr.. Ilm® a- no/bR an VammTirmanwm W wwvs .Lmwai r nomg Mop VOA W mm s1SOLLO (W a10 Ls mm Nsg aNa ` m K Wa fray. frm Do sHE m a say. mm mm smE— IMPACT RESISTANT ASSEMBLY DETAILS ORA. /01711-A SECTION (IMPACT-R I A G ING O N1B-B (IMPA-R I A G ING O NI oEOL Tr amaoa omwAs WR1slWm INsm ago 100E ar.-r so= Nang .b Flom ImOR NAaVi W Wsg wmlr ISIIWWm smm som Am mIIV4 Sslmaf IOOOYR 1a®Q ISO 4140 01 pg Ir M e NO W NI1Ng ollN 6 4 IW . S/1' ImVI lop Y10R Q6 I STANDARD ASSEMBLY OETAllS ORAWINO 10171 1-8 SECNON R-R (NON -IMPACT RESISTANT GLAZING OPTIONS mm FWTK Wm avmm" m O m anpGi mm T1W1 n"M nwK a WWma WWN VOLOW ssar oua rKlrmc ILK 19PANU. su/ a NNmI wig saes. comsTRUEROH anmlmul ssl omt m I $v"IX INIa AVASNL On" WL MRn1C a PLO== OPIW m UK= F MOM OCI NTASIID N AOCOOVIR WIN WC//WC Im Can mm ASSOms saOWm W N?UNCE Wm aO swmw NUTS M WI" gam m®Ommla Or M FLOW WWO" am an W113mram WAIO" aooE GrAW CU. ap am1O mmFWOla CU. llnol of NNt/ao). SHEET 2 OF 2 II ( Is a aaa. ma Got MW 03TOW W mo We. a(ai"Ora 7"1"! a au IOIm mm Gm Lam l IDW W 0" sea WIN (4) o/.- mow a ioar <4 OIL 011IV from MR ram Wm VIM m W UN w ag Omani w "aa/oamm s110RRSWL anon OWL K ag I rt O III N1O1®msa 7 mmslm rm aW swOW on STIUMM AM a AOCOmad Wm OOmR aaOW WOO NO M Was Vm =& A" Clopay AM WESIERFIIu P Building Products m13 50b mmnnnv ( sTJ) J7o-4eoo OL MM TRACK CONFWI MNION ABOVE THE DOOR OPENING DOES NOT AFFECT THE WIND I" RAMC OF THIS OOm sm' ICOLs6fMlo1 (10 >RRI) r ML OM ANDUm lnoFW 7 la G. Ngv. frm ruo WW U. fm 1p l; DRACKEf COUPLE HOWOKrAL 7) lrn-yr Wmmm IAOWSammm TRICK RED 1. p M. 2_i/a117 G Glv. SIm 1Wm VACPV. e6 ( 4 1W= NVOM NI NX N OrMIGI AMIL111 n 1® m Imm16 O.OI r vuoom.ua DQa aR i 1a as Olv. fim II.s m100. 13GIY.. f m YW WM a) a/17•1/r 4W SOgoi m • r oar. Sim TWA W. oI ikam Om• Loa 6 63crla nmm Iiio wo wtinoiai iuodi 8 N I Nor W o® as 4 aNWRAM OWL MR vcw 6apwavmwOlNW N ACImNFM IWOR DUAL r OW a- ve DESIGN LARDS: +24.0 PSF A -24.5 PSF TEST L0A05: +3&0 PSF A -37.0 PSF W 4 I 16'0bl 16'0-H 1/ 3/97 corm* CLASSIC AND CH RP STEEL PAN W. JAC DOUBLE -CAR, 1P•TV +24/-24.5 PSF m MWIN B Om mo MAMM 101711 BC Florida Building Code Online Page 1 of 3 uit BCIS Home I lop In I User Registration I Hot Topic$ I Submit Surcharge I Stats a Facts I Publications I FBC Stag I SCIS Site Map I finks Search dblp%r a;;;; Product Approval USER: Public User tinFsm Product Approval Menu > Protluct or AoolicaUon Search > Application List > Application Detail FL # FL17499-R1 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived 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 IN MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Single Hung Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Z Validation Checklist - Hardcopy Received Standard AAMA 506 AAMA/WDMA/CSA 101/l.S.2/A440 Method 1 Option A 07/19/2016 08/05/2016 08/05/2016 Year 2008 2008 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQvADgtCUGgvj Qiz6BP... 9/7/2017 Florida Building Code Online Page 2 of 3 0 Summary of Products FL # Model, Number or Name Description 17499.1 185 SH 52x72 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC MI Windows - 185 SH (Fin) Impact 2).DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL17499 Rl C CAC MI Windows - 185 SH (Fin) Impact 3).DdfDesignPressure: +55/-55 Other: R-PG55, Missile Level D, Wind Zone 3. Glass to be FL37499 R1 C CAC MI Windows - 185 SH (Flange) Impact 2 dbeddedinPecora896sealant. FL17499 R1 C CAC MI Windows . 185 SH (Flanoe) Impact 5).Ddf Quality Assurance Contract Expiration Date 10/10/2018 Installation Instructions FL17499 R1 II 08-02544A.pdf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513320A.Ddf Created by Independent Third Party: Yes 17499.2 185 SH 52x84 Fin/Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC APC(13362)E1725.01-109-47-RO 185 SH(FLG waiver)5-SIG 1-8A 52 1-8X84 R60000918).pdfApprovedforuseoutsideHVHZ: Yes FL17499 R1 C CAC MI Windows - 185 SH (Fin) (10).12dfImpactResistant: No FL17499 R1 C CAC MI Wdows - 185 SH (Fin) (9),odfWindowsPressure: +60/-60 FL17499 R1 C CAC MI Windows - 185 SH (Flange) (9),odfOther: R-PG55 Quality Assurance Contract Expiration Date 10/09/2018 Installation Instructions FL17499 R1 11 08-02546A.Ddf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513322A.Ddf Created by Independent Third Party: Yes 17499.3 185 SH 36x84 Fin/Flange Frame IG/SG Impact Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 RI C CAC MI Windows - 185 SH (Fin) Impact 4).DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL17499 R1 C CAC MI Windows - 185 SH (Fin) Impact (5) Done.odfDesignPressure: +55/-55 Other: R-PG551, Missile Level D, Wind Zone 3. Glass to be FL17499 R1 C CAC MI Windows - 185 SH (Flange) Impact 3).DdfbeddedinPecora896sealant. FL17499 R1 C CAC MI Windows - 185 SH (Flanoe) Impact 4).Ddf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R1 11 08-02545A.pdf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R) AE 513321A.Ddf Created by Independent Third Party: Yes 17499.4 185 SH 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass Limits -of -Use Certification Agency Certificate Approved for use in HVHZ: No FL37499 R1 C CAC APC(13361)E1726.01-109-47-RO 185 SH(FLG waiver).DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 R1 C CAC MI Windows - 185 SH (Fin) (11).Ddf FL17499 RI C CAC MI Windows - 185 SH (Fin) (12).DdfDesignPressure: +60/-60 FL17499 Rl C CAC MI Windows - 185 SH (Flanoe) Other: R-PG60 10).Ddf Quality Assurance Contract Expiration Date 10/08/2018 Installation Instructions FL17499 R1 11 08-02549A.Ddf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513327A.pdf Created by Independent Third Party: Yes 17499.5 185 SH 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6BP... 9/7/2017 Florida Building Code Online Page 3 of 3 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 RI C CAC APC(13363)E1729.01-109-47-RO 185 SH (FLG waiver).odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: No FL17499 R1 C CAC MI Windows - 185 SH (Fin) (13).Ddf FL17499 R1 C CAC Ml Windows - 185 SH (Fin) (14).DdfDesignPressure: +60/-60 FL17499 R1 C CAC MI Windows - 185 SH (Flanoe) Other: R-PG60• 11), odf Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R1 11 08-02550A.Ddf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513328A.Ddf Created by Independent Third Party: Yes 17499.6 185 Triple SH 1I1x72 Fin Frame 1G/SG Single Hung I I0x72 Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 RI C CAC MI Windows - 185 SH Triple (Fin) Approved for use outside HVHZ: Yes 3).Ddf Impact Resistant: No FL17499 R1 C CAC MI Windows - 185 SH Triple (Fin) Design Pressure: +50/-50 4).Ddf Other: R-PG50• FL17499 RI C CAC MI Windows - 185 SH Triple (Flange) 3).Ddf FL17499 RI C CAC MI Windows - 185 SH Triple (Flanoe) 4).Ddf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 R1 II 08-02548A.Ddf Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 R1 AE 513324A.Ddf Created by Independent Third Party: Yes 17499.7 185 Twin SH 106x72 Fin Frame IG/SG Single Hung 105x72 Flange Frame 1G/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R1 C CAC MI Windows - 185 SH Twin (Fin) Approved for use outside HVHZ: Yes 3).odf Impact Resistant: No FL17499 RI C CAC MI Windows - 185 SH Twin (Fin) Design Pressure: +45/-45 4).odf Other: R-PG45 FL17499 R1 C CAC MI Windows - 185 SH Twin (Flanoe) 31.odf FL17499 R1 C CAC MI Windows - 185 SH Twin (Flanoe) 4).Ddf Quality Assurance Contract Expiration Date 10/20/2018 Installation Instructions FL17499 RI 11 08-02547A.Ddf Verified By: Luis R Lomas PE-62514 Created by Independent Third Party: Yes Evaluation Reports FL17499 RI AE 513323A.odf Created by Independent Third Party: Yes Back Nest Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-182 The State of Florida is an WEE-0 employer Comnaht 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-recor05 request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850 487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The !mails 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 Copt here. Product Approval Accepts: MEMM ® 0 Ett M Credit Card Safe http://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtCUGgvj Qiz6BP... 9/7/2017 NO1 ES• 1 THE PRODUCT SHOWN HEREIN IS DESIGNED AND MiANUFACTURED TO COMPLY WITH RE:)UIREMENiS OF THE FLO410A HUILOING COVE INCLUOING IHE H`A-Z. 2 :Y000 FRAMING ACID MASONRY OV'ENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE FRAMING A14D MASONPY CPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3, IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. tV:HERE SHIM OR RUCK THICKNESS IS LESS THAN 1-1/ WINDOW UNITS MUST BE AIJCH(,,RCD 1HROUGI1 TT[ FRAME IN ACCORDANCE VAIN MANUFACTURER'S PLIULISIICO INSTALLATION INSTFUCTIOI,6, AN',HOPS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CON;REIE ON OTHER STRUCTURAL SUBSTRATE MAIERIAL. 5. WHCR= WOOD UI!CK THICKNESS IS 1-1/2" OR GREATER. DUCK SIIALL BE SCCURCLY FASIENCO TO 1AA-SONRY. CCNCREIC OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO :;FCURED WOQD BUCK IN ACCORDANCE WITH MANUFACTURER'S PL18LISHEO INSTALLATION INSTRUCTIONS. 6. WHERE IX 6UCK IS 1401 USED DISSIMILAR MATERIALS MUST BE SEPARA7CU WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF TIE ARCHITECT OR ENGINCCR OF RECORD. 7. BUCKS SHALL E)JCND BEYOND WIND:i:: INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 6. FOR Fit) INSTALLATION SHIM AS NEEDED FOR FRAME INSTALLATION SHIM AS REOUIREO AT CACII ANCHOR LOCATION WITH LOAD BEARING SHIM. SIIIM WIIERE STAGE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4", 9. SHIMS SHALL BE LOCATED. APPLIED AtJO MADE FROM MATERIALS ANO THICKNESS CAPABLE 017 SUSTAINING APPLICABLE LOADS. 10 WIND LOAD DURATION FACTOR I;d=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11 FRAME. MATERIAL: EXTP.UOEO RIGID PVC. 12. UNITS MUST BE GLAZED PER ASTM=1300-04/09. SEE SIIEET 14 FOR GLASS CETAILS. 13 APPROVED Ik1pl•CT PROTECTIVE SYSTEM IS NOIT REJQINQ FOR THIS PRODUCT IN WItJD DGRNF DEBRIS REGIONS. 14. FOR ANCHORIN:; THROUGH FRI INTO LVOOD FRAMING OR 2X BUCK USE 'V'8 WOOD SCREWS WITH SUFFI•.',IENT LENGTH TO ACHIEVE A 1 1/4` MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN 0.0 ATIONS AND INSTALLATION DETAILS RtVt<_ro1r., ' I RCV I oEscnllr4w I GAVE I y;mornm 1 I A I REVISED ANCHOR SPACING k CHARTS 1 07/11/ 20161 R L 15. FOR ANCHOR114G THROUGII F1741AE INTO WOOD FRAMING, OR 2X BUCK USE ,P, 10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEOMEFIT INTO SUS.-StRAIC. LOCATE ANCIIORS AS SHOWN IH CLEVAIIONS AND INSTALLIIION DETAILS. 16. FOR ANCHORING TITROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TA•PI;ONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITI+ 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN -ELEVATIONS AND INSTALLA110N DETAILS. 17. FOR ANCHORING THROUGH FRAME INTO METAL STRVCTI!RE USE #10 SITS OR SELF DRILLING SCREWS WITII SUFFICIENT LENGTH TO ACHIEVE 3 THRCAOS MINIIAUM DE(OTD STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. AI.L FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN AC•--OROANCF WITH ANCHOR MANUTAi'IUkEP'S INSIALLA.IION INSIRUCTIONS AND AdJCHORS SHALL I401 HF USEU IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. v:00D: MINIMUM SOCCIFIC GRAVITY OF G=O.•T2 D CONCRETE: MINIMUM COMIIRESSIVF SIRENGIH OF 2,000 PSI, C. MASONRY: HOLLOW/FILLET) BLOCK PER ASIM C90 WITJI I'm=2.000PSI MINIMUM. Frk, METAL STRUCTURE: STEEL 180A (048") F1=.mKSI/FU=52K5I OR ALUMINUM 6053-T5 FU=3OKSI .048" THICK MINIMUM TABLE OF CONTEtITS ISHECINO. OESCRIPnON 1 I NOTES 4 1 CLEVVATONS 13 1 INSTALLATION DETAILS 14 j ::DMPLItJFNTS SIGNED: 0711212016 JKND DOORSM6soiwoowEST I JL 0YYiMETSTREETJ\\\ Vt E GRATZ, PA 17030-0370 ter •',G N T* .10 0yy66 225OF • # = SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT p NOTES AXZ• i P°FSIQRIQP GAz cRarw• 777 M7. R1V o8-o zsa6 A s ONAi11\` c GATNTS 12/09/14 1 OF 14 52' MAX FRAME W.IDTII 2" 1 Ax 16" MAX 0 C. I I I I I' I JyL 15" MAX O.0 14., IAX AMC I!:FIT X/ 1 52" MAX FRAME WIDTH 2" MAX - 15" --{ 2" MAX MAX o.C. I@" MAX C. O T 4 MAX FRAME HEIGHT I j J X g j z 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGE&FINLESS INSTALLATION FLANGE&FINLESS INSTALLATION WITHOUT FILLERS WITHOUT FILLERS SEE CHART11 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART/1 FOR SMALLER UNITS REOUIREDANCHORS DESIGN PRESSURE RATING I IMPACT RATING t60.OPSF NONE NOTES: I. MAXIMUM SASH SIZE 51" X 36". 2 bV%XIMUM SAS D L 0.- 47 5/8" X 32 1/2". 3. MAXIMUM FIXEO 01.0 d9 1114" X 45" 2" MAX IA.1(2) METAL SWEEP LOCK AT V' FROM EACH END INTERIOR MEETING RAIL I Rlavar. . OE$CRiatpli NtE "aaapyEO REVISED ANCHOR SPACING & CHARTS 107/11/20161 R.I. CHART #1 UNITS INSTALLED WITHOUT FILLERS Number of anchor locations required Fame From Width (In 15.00 24.00 30.00 36.00 4200 4600 52.00 I, I (1., Head Jamb Hwd Jsmb Head Jamb Head lamb Head Jamb Head Jamb Head Jamb 24.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 30.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 30.00 2 3 J 3 3 3 3 3 4 3 4 3 4 3 4200 2 4 3 4 3 4 3 4 4 4 4 4 4 4 48.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 34.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 W.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 8 J 8 3 6 3 6 4 6 4 6 4 6 78.00 2 6 3 6 3 1 5 3 6 4 6 4 6 5 6 4.00 2 6 1 3 6 3 1 6 3 5 4 0 4 7 5 7 MI WINDOWS AND DOORS 650 WEST MARKEF SfREEF GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT FLANGE & FINLESS ELEVATIONS N.G. 1 08-02546 SrNE NTS 0"'E 12/09/14 s-"E'12 OF 14 SIGNED: 0711212016 5 R 11 0 /i J GENSF9 004CO—F. a ORIDP • R* 1 Qi f W rR HE 52 MAR FRAME '010TH -- 2" MAX - - ; t60.MAX _J _ 2" MAX II I r I MAX I O.C. 1ME CHT 4 I 52" M.AX rRAME WIDTII 16" WAX — 2' MAX - -{- O.C. --{ - 2" MAX. , I1 tE" MAx O.C. T JY 84- / MAX FRAME HEIvHT r 4 I 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FLANGES FINLESS INSTALLATION FLANGES FINLESS INSTALLATION WITH FILLERS WITH FILLERS SEE CHART #2 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART #2 FOR SMALLER UNITS REOUIREO ANCHORS DESIGN PRESSURE RATING IMPACT RATING t60.OPSF NONE 1101 ES. 1. MAXIMUM SASII SIZE: 51" X 3i". 2 MAXIMUM SASH D.L.O' d7 5/8" X 32 1/2". 3. MAXIMUM FIXr_0 D.L 0-- 49 1/ 4" X 45"• BLOCK AND TACKLE BALANCE AT JAMBS af:,t90tn ' oECC4 atbN I OIIE I oar-OVE0 REVISED ANCHOR SPACING & CHARTS 07/11;"7015 R.L. CHART #2 UNITS INSTALLED WITH FILLERS Number of anchor locations required Frame Haight (In) from* Width (in) 16.00 Nord Jo mb 24.00 Heatl Jamb 30.00 Head Jamb 36 Hood W Jamb 42.00 Hood Jamb 46.00 Head Jamb 5Lo0 Head Jamb 2100 2 3 3 3 3 J J 3 4 3 4 J 4 3 30.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 36.00 2 3 3 3 3 3 3 J 4 3 4 3 4 3 4200 2 4 3 4 3 4 3 4 4 4 4 4 4 4 46.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 54.00 2 5 3 5 3 5 3 5 4 5 4 5 4 6 W.00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 40.00 2 5 3 5 J 5 J 5 4 5 4 5 4 5 72A0 2 8 3 6 3 6 3 6 4 6 4 6 4 6 76A0 2 6 3 6 3 5 3 6 4 8 4 6 4 5 64.00 2 6 3 8 3 6 3 6 4 8 1 4 1 6 4 6 MI WINDOWS AND DOORS 650 WEST MARKEI S1REE1 GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"x84" NON -IMPACT FLANGE & FINLESS ELEVATIONS lot-tiil• L• No N.G. 08-02546 k"E NTS °"E 12/09/14 SHE'T3 OF 14 SIGNED: 0711212016 d+'•gtl+i 0 6TAT E OF..W, ORN"'5NNN I 1 Ff HE 52- MAX FRAME WIDTH — 2" FAA;e — r_ 10. MAX 0 C I I I 10" MAX f OO.0 I l II LAX AWE IGHT Q 7 Li 52" MAX FRAME 4v10TH 2 MAX 2" MAX— -- t0" I MAX 0 C. 2' _ 10'M+AX 84" IMAX IR4ME HEIGHT I 9 i I 4 Rf i51MA , REv OESCAP ON DATE I A D 2" MAX A REVISEn ANCHQR SPACING k CMRTS 07/11/7015 P L 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW DESIGNER EXTERIOR VIEW FIN INSTALLATION FIN INSTALLATION SEE CHART #3 FOR SMALLER UNITS REQUIRED ANCHORS SEE CHART J3 FOR SMALLER UNITS REOUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING t60.OPSF NONE NOTCS: I MAXIIAUM SASH SIZE: 51" X 36" 2. MAXIMUM SASH 0 L.0 • 47 5/ 8" X 52 1 j2• S. MAXIMUM FIXED D.L.O.: 49 1"A" .t 45". LT CHART k3 Num bar of anchor locations required F•am• 141ph1 (In) Frame Width (in) Ie.00 3100 30.00 36.00 4L00 4A00 U00 N6S Jamb H95 Jamb H65 Jamb N a S Jamb H65 Jamb Nis Jamb H6S Jamb 34.00 3 3 3 3 a 3 5 3 5 3 6 3 6 3 30.00 3 a 3 a a 4 5 a 5 a 6 A 6 a 30.00 3 5 3 5 a 5 5 5 5 5 6 5 6 5 4L00 3 5 3 5 a 5 5 5 5 5 6 5 0 5 46.00 3 e 3 6 a 6 5 6 5 6 6 6 6 6 54.00 3 6 3 6 a 6 5 6 5 6 6 6 6 6 00.00 3 7 3 1 a 7 5 7 5 7 6 7 8 7 66.00 3 8 3 e 1 e 5 e 5 e 6 9 6 e 7200 3 e 7 e a e S e s 6 6 e G e 76.00 3 9 3 9 a 9 5 9 5 B 6 9 6 9 11.00 3 8 3 9 a 9 5 9 5 9 6 9- 9 8 SIGNED: 071I Z2016 MssoWINDOWD DOORS IR Ili0/'' EST ARI<EFSTREEr GRATZ, PA 17030-0370 J\S r••GENSF.0 0y6 25 *= SERIES 185 ALUMINUM SINGLE HUNG WINOOW*•,N 52" FIN NON —IMPACT FIN ELEVATION r J: 87 F•'O<ORIDP• 4`r/pNAI DRAWN: VM:60. REV N.G. 08-02546 A Etx6` 11f111111 WALE NTS I aa¢ 12/09/14 JU11174 OF 14 vI000 FRAMING OR 21: RUCK UY OTIIERS BACKER ROD k APPROVED SEALANT 1 / 2" kow EDGE DISTANCE 1 1 : 4" MIN. EnIP.E(?MENT 1 /4" MAX 1. SIIIM SPACE 10 W(JOU SCREW INTERIOR EDGE DISTANCE METAL STRUCTI) - BY OTHERS 1/4" MAX r SHIM SPACE APPROVCDSEALANTIILIII ` EXTERIOR aEVISUAr., ' REV DESCMTWN CITE 'NG LO A REN$EO NJCHOR SPACING h CHARTS 1 07/11/7016 RL. 1 1 / 4" MIN. 1 /4" EMBEDMENT SHIM SPACE I , MIN INTERIOR N \ DISTOAN C p,o WOOD RlwscREw j 10 SMS tOR--- SELF DRILLING WOOD FR41.11NC J \ SCREW OR 2X BUCK L B CKEP R,D EXTERIOR BY OTHERS F< APPROVED SEAI.AH 1 I JAMB INSTALLATION DETAIL j6 I WOOD FRAMING OR 2X BUCK INSTALLATION 1/4` MAX a INTERIOR - - SHIM SPACE SELF DRILLING INTERIOR SCREWS \ I? 1 I ILL TO BE SET IN A UED OF I j/4.. APPROVED STRUCTURAL l I I r SILL TO BE SET III A BCD OF MR. COGC DISTANCE BACKER ROD' SEALANT AprROVEO J STRUCTURAL EXTERIORAPPROVED1 SEALANT METALSEALANT1/4" MAX. BACKER ROD — r 1 SHIM SPACE APPROVED 7 STP,UCTURE BACKCR ROD r SEALANT \ - I/4" MAX. BY OTHERS WOOF') FRAMINL: — I SHIM SPACE SEALANT OR 2X FUCK • BY 01HEris METAL STRUCTURE 3' JAMB INSTALLATION DETAIL Lam' • BY OTHERS METAL STRUCTURE INSTALLATION SIGNED: 0711212016 VERTICAL CROSS SECTION MI WINDOWS AND DOORS ij1111II//iWOODFRAMINGOR2XBUCKINSTALLATION 650 TRTIALCROSSECTIONSRKEI' GRATPAMESEINSTALLATION170300370ENSe'M.'9, p SERIES 185 ALUMINUM SINGLE HUNG WINDOW NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS,52 X84 NON -IMPACT FLANGE INSTALLATION DETAILS WITHOUT FILLERS NOTSHOwNFORCLARrTY , loATeF0F' PERIMETER OTHERS TO BE oR.wN, rev DESIGNED IN ACCORDANCE WITH ASTM E2 N.G. 08 A s ONAiIEa,\ c0 sd6o•Tt 1JTS 12/09/14 5 OF 14 2 I 2" MIN. aEMSYA6 EDGE DISTANCE aEv orscamaow WE I A—POVm CONCRETC/fMASOHR; . A REVISCO ANCHOR SRaCINC tc CHARTS 07/II/2016 R.L. Of OTHERS ,+ a Ol"11004AL IX BUCV. —•. ' ' • a' ° 1 1 j 4" MIN. SEC NOTES 3 — 7 ~1 y ' EMBEDMENT 1 1/4" MIN. _ SIICCT 1 '.. i•' EMBEDMENT' 1. 1 MAX. CONCRETE/MASONRY — — SHIM SPACE 1 /4" MAX. _ 5Y OTIICR$ BACKCR ROD SHIM SPACE t APPROVED 3/16" TAPCON 3/16" TAPCON .° INTERIOR 1 1 2 1 /2' EMERIOR INTERIOR MIN. T J EDGE --- DISTANCE \ EXTERIOR BACKER ROD 1..• APPROVED i)r-TIONAL Ix STICY. SEALANT SEE NOTES 3 - ? SHEET I JAMB INSTALLATION DETAIL IN A 1?EO OF TO DE SET CONCRETEANASONRYINSTALLATIONN BACKER R,)D APPROVED I. AoPROVED STRUCTURAL SEALANT \\ SEALANT 1, / NOTES: OPTIONAL IX BUCK \ ^•J 1/d" MAX. I INTERIOR AND EXTERIOR FINISHES, BY OTHERS. SEE FIOTE 3 — 7 -1 Ir NOT SHOWN FOR CLARITY. SHEET 1 Yrsa SHIM SPACE 2 PERIMETER AND JOINT SEALANT BYOT74ERSTOGE DESIGNED IN ACCORDANCE WITH ASTM E2112 CONCRETE/MASONRY OY OTHERS a SIGNED: 0711212016 MI WINDOWS AND DOORS \\\\NTQ I•L 1 i/i 650 WEST MARKET SIREET GRATZ. PA 17030-0370 v • •\G E NS' • 9Jie SERIES 185 ALUMINUM SINGLE HUNG WINDOW *• 52NON IMPACT p 0 FLANGE INSTALLATION DETAILS WITHOUT FILLERS VERTICAL CROSS SECTION °, CONCRETE/ MSONRYINS TALATION FSN00110 OS 56A S116OF 14 E NTS 0IE12/09/14 1/2• l.{IIJ FACE DISTANCE WOOD FRAtiIII.0 —.\ OR 2Y BUCK UY OIIIERS I 1%4" 1.{IN. EMECUMENT BACKER ROD — 1 /4" MAXttAPPROVEO SEA! ANT SHIM SPACE RIGID 10 WUOU SCREW FILLER l INTERIOR EXTERIOR j ` REVI$Irpf ' JAi/4 MIN REVISED NJCHOR SPACING k CNMTS 07/11/2016 P.L. EDGE. DISTANCE METAL 1 1/4" MIN _ 1/4" MAX STRUCTURE EMBEDMENT SHIM SPACE BY 0114ERS 114- MAX. w —L 6m SPt,CE 1 1 APPRO` ED SEALANT RIGID FILLER 9I '1 EXTERIOR t 11. FO I" J _ I S GILL TO BE SET IN A BED OF APPROVED STRUCTURAL NA/;KER ROD SEALANT APrROVEO ab72 EAi NT 1 j 4" MAX. BACKER ROD F SHIM SPACE I APPROVED SEALANT WOOD FRAMINLQ OR ZX BUCK META STRUCTUR BY OTHER 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 1 ' 2 / MIN INTERIOR 0GE DISTANCE / 10 WOOD—, SCREW 10 SMS OR SELF GRILLING, v.1000 FRAf.11N0 SCREW OR lk BUCK EXTERIOR BACK=P R00 OY OTHERS RIGID k APPROVED wILLER SEALAI4 f JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION INTERIOR METAL STRUCIURE I /4" MAX. SHIM SPACE GY OTHERS y 10 SMS OR SELF DRILLING INTERIOR SCREWS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION u at - - 3/4" i 7— - MIN SILL TO BE SET EDGE IN A EEO OF DISTAN PROVED STcrnuGruRaL // ` EXTERIOR EALaYT RIGID J L BACKER ROD 1/4" MAX. TILLER h APPROVED SIIIM SPACE SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0711212016 M650WINDOWSMARKET DOORS R IL/0 z GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW z*• 0 5 k= 5A LATI NON - IMPACT = O tc trt FLANGEIIJSTALLATIONDETAILSWITHFILLERS p0•• AT OF oR. vm: tr c t o REv ii'.e,S fl OR101. •G` NTS 0A1c 12/09/14 08 sc 5760E 14 A ,/// S1O1111111110\`` 2 1 /2" MIN. EDGE 01SiANCE CONCRL- UMASOnRY— BY OTHERS ' 4 a OP1101JAL IX BU%. —.. ' • 4 1 1/ 4" MIN, SEC NOTES 3 - 7 . EMBEDMENT SHEET I ' 1/4" MAX. _ BACKER ROD SHIM SPACE AP^RANI K SEALA 1 i P.I(10 J FILLED -- 3/ I G" TAPCON , III r EXTERIOR INTERIOR J I t g I SILL TO BE SET III A FED OFBACKERF.OD APPROVED d AoPROVEO / SEALANT STRUCTURAL SEALS+I1T OPTIONAL IX BUCK 1 /4' MAX. SEC NOTE 3 - 7 \, - SHEET I - F SHIM SPACE CONCRETE/I:AS)NRY , UY OTHERS 414 4• 4 L " 4 VERTICAL CROSS SECTION CONCRETE/M.4SONRY INSTALLATION REMSMM., I1rXRWMN I tine i1M -ONE0 REVISED ANCIiOR SPACING k CHARTS 07/11 /70161 P.L. 1 SED LTIPI. _ I I /A" JENI CONCRETE/MASONRY BY OTIIERS r01'IIONAL 1X HUCK SEE NOTES 3 — 7 I SHEET I c 3/ 1 G" TAPCON I MAX, N 1 SHIM SPACE INTERIOR 2 1 /2` MIN 1 EDGE DISTANCE EXTERIOR 9ACKER ROE) RIGID -1 A..Af'PRUVEO TILLER SEALANT JAMB INSTALLATION DETAIL CONCRETEIMASONRY INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY, 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 07/12/2016 MIWINDOWSIwDOWEST DOORIWINDOW lR 11L///i MARKEOTREET\\`\\\5 GRATZ, PA 17030-0370` r •GEN,p 4U+ 1t• 052"X84ISERIES 185 ALUMINUM SINGLE HUN_ NON - IMPACT FLANGE INSTALLATION OETAllS WITOAT DRAWN i lORM' :01z, 1,'lv; e. 08` 02586 9°" r NTS Q`E 12/09/14 1/2„ MIN EDGE O1STl.14CE WOOD FRAMII:C OR 2t. BUCK UY OTI IERS METAL SIRUCTURE BY OTI,ERS BACKER ROD — JArAPPROVEI? 1/4" Hny SEALANT g11AI SPA. Y APPROVED SEALANT 10 WOOD SCREW EINTERIOR EXTERIOR HACKER ROD APPROVED SEALANT WOOD rRAMING OR ZX BUCK BY OTHERS 3J4" MIN r I EDGE DIS LANCE EXTERIOR 1 r SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEALArIT BACKER ROC 1/4" VAX. & APPROVEC SHIM SPACE SEALANT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY Z PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 METAL STRUCTURE BY OTHERS gcws:rr, IqO/ oCGCmnIM7u I MIE ann 00.iq I REVISED A14CI40R SPACING &CHARTS 07/11/2016 R.L. 1 14" 1 1/4" MIN SHIM SPACE EM3EDIAENI 1 1 / MIN EDGE DISI AHCE u , v .1S OP• SELF DRILLING SCREW INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SILL TO BE SET IN A BED OF APPROVED STRUCTURAL SEA LAI: T 1 /4" MAX. SIIIM SPACE I /4" MAX. 31+11.4 SPACE III 10 WOOD 1 \\\ , LyjSCREW EXTERIOR WOOD FRAMING -J OR 2X BUCK BY OTHERS ` BACKER ROD d APPROVED SEALA111 JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION I/4" MAX. SHIM SPACE N 10 sMs OR INTERIOR SELF DRILLING- SCREWS r mul if' 4" IIj" g1 MIN. Jam. 1 EDGE 1JJL`5»,1111IrUISrnNCE EXTERIOR METAL — - BACKER ROD STRUCTURE A,, AP"ROVED UY OTHERS SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED: 0711212016 MI WINDOWS ANDDOORS IICr0WEMARKET650WESTX\511R GRATZ. PA 17030-0370 ter •GENs.9s' ft• 6 SERIES 185ALUMINUMSINGLEHUNGWINDOW52"X84" NON-IMPACTFINLESS 9AT INSTALLATIONDETAILSWITHOUTrILLERS20 • OF •rv 0'F• OROM aw; hn. q1.v 08 025960E A Ss1o111ALS\\\\\ A NTSws12/09/14 14 L 2 1 /2+ MIN. EDGE DISTANCE 1CoNCRI-IL-/MASONRY -- ----- IOfOTHERSa• - a a 01110NAL 11( BUCI -- ` ° a 1 1/4" MIN. SEE NOTES 3 - 7 EMBEDMENT SHEET 1 l 1 /4' MAX. _ ACKER ROD — SHIM SPACE APOROVED ISEALANT 3/16' TAPCON 1 WEI Uhim EXTERIOR I[ INTERIOR ILL TO BE SET IN A BED OF RACKEP, POO / gFPROVEO 6 APPROVEDSTRUCTURAL SEALANT SEALANT OPTIONAL I X BUCK \ 1L 1 /-" MAX. SEE MOTE 3 - 7 SHEET 1 SHIM SPACE CONCP,ETE/Mir; ONR! UY OTHERS a ' 14 VERTICAL CROSS SECTION CONCRETEJMASONRY INSTALLATION 1 1/4' MIN EMBEDMENT CONCRETE/ W\SGtTRY BY )TIIERS 3/IG" TAPCON a 2 1/-''- MTN ( v EDGF I. OIS [ANCE I 1 L nEvlSiwr,. aw ovuamnou (1fE a co A REVISED A14CNOR SPACING & CHARTS 07/11/2016 R.L. I OPTIONAL 1X BUCK SEE NOTES 3 - 7 SHEET I 1/4° AJAX. SHIM SPACE INTERIOR EXTERIOR BACKER P.OD G APT'ROVED SEALAN i JAMB INSTALLATION DETAIL CONCRETEAIIASONRY INSTALLATION NOTES I INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0711212016 MIWINDOWSIWDOW AND DOOR]WINDOW 1R IIL00,// ESTASTREETJ`5 LIGRATZ, PA 17030-0370`,••GENSF s SERIES 185 ALUMINUM SINGLE HUN*• 0yy6 25 •k Ei 52" ATIO NON -IMPACT- FINLESS INSTALLATION DETAILS WITHp S?AlQ ggATOFM-WHva, No.N. G. 08-02546NTS APE12/09/14 stor10/IOIIIA110\` T 12• MIN EDGE DISTA10E WOOD FPAMIUG OR 21 RUCK L'Y /)TITERS NAGKER ROD I Ac APPF,OVEI) 1/4 14AV J SEALANT \IIIM SPACE RIGID - # 1 O WOOD SCREW FILLER Imo'• ] INTERIOR EXTERIOR i META! STRUCTURE . BY OTHER' APPROVEI SEALAN' t 4' MIN CDGE DISTANCE 1 : 4" MAX. r I ilM SPACE' RIGID II F-ILLER I10 SMS OR SELF DRILLING EXTERIOR r SCREW INTERIOR GILL TO BE SET h BED OF 1 A PPRrVEO STRUCTVRAL NACKER R()U SEALANT k AP ROVEO j7v BACKER ROT SHIM SPCE APPROVE( SEALAW WOOD = RA'AING OR LX BUCK -, BY OTHERS METAL STRUCTURE BY OTHER, VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION SILL TO BE SET IN A BEO 01• APPROVED STRUCTUML SCA. LANI 1 / 4" MAX. SHIM SPACE cEvlJOrr ' OEuap UOI: PATE anvnOVCO REVISED ANCHOR SPACING & CHARTS 07/I I j 7016 P L. 1 I'"4•• MIN, 1/4" MAX. EMBCDMEIIT SHIM SPACE 1 1INTERIOR MIN EUGE DISTANCE 10 WOOD SCREW / t WOOD FRAMING JJ EXTERIOR OR LX BUCK BACKER ROD BYOTHERSAPPPOV RIGIDJEO FILLER SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2K BUCK INSTALLATION METAL - STRUCTURE I/4" MAX. BY OTHERS SHIM SPACE g 10 SMS OR INTERIOR SELF DRILLING \ SCREWS a' MIN, EDGE DISTANCE EXTERIOR 1 / RIGID J ` BACKER ROD FILLER & APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION SIGNED., 0711212016 M6soWINDOWS ESTM MARKET STREETDOORS `\J\ tilRElL0 ,,'' GRATZ, PA 17030-0370 ` r••G NSF, •S SERIES 185 ALUMINUM SINGLE HUNG WINDOW _ *• p • #= 52"X84" NON -IMPACT - ,(/_ g FINLESS INSTALLATIONDETAILSWITHFILLERSgip, ATPOK70iiv Ix wH In.: 110, vEv i'FS 0` aalr w E oIs So ( 5a6 A sJONA j1E NTS 12/09/14 ` 11 OF 14 L 2 1/2*' MIII. EDGE DISTANCE CONCRETL",/MA: i011RY4414BY OTHERS1 1 /4" M114 01"1101JAL IX NUt:EMBEUMENI 1/4" SEC NOTES 3 — 7 MAX. ROD —'SHIM SPACEDACKER Apr-ROVEG SCALAtI I RIGID FILLER Lhl EXTERIOR INTERIOR 3/16" TAPCON SILL TO BE SET IN A BED OF 6ACKER ROO 0FROVEO do AC)PROVED \ / STRUCTURAL SEALANT \ SEALANi Jr— / OPTIONAL IX SUCY _ 1 /4" MAY SEE TOTE 3 — 7 SHIM SPACE SHEET I CONCRETE/MASONRY BY OTHERS VERTICAL CROSS SECTION CONCRETEAM.ASONRY INSTALLATION 1 1 /4" MIN. EMBEC-MENi CONCRETE/MASONRY BY OfI,CRS 3/16" TAPCON 2 1,a MIN EDGE OIS TANCE I RIGID FILLER 1 a EXTERIOR BACKER ROD 1..• APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETEAMASONRY INSTALLATION aEv1 r, NEV OEK/'PMW IIA1E mown I MI REVISCO AIJC•HOR SPACING & CHARTS 07/11/2015 R.L. I CF(ION.AL 1X BUCK SEE NOTES 3 — 7 SHEET 1 Ifs" MAX. SHIM SPACE INTERIOR NOTES 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0711212016 MesD IWESTDOW DOORS R IILroaKND 4pGRATZ. PA 17030-0370 GEIVy 0,,6SERIES185ALUMINUMSINGLEHUNGW114DOW 5A' NON -IMPACT FINLESS INSTALLATION DETAILS WITH FILLER 0 AT OF F • :! ORIaP • ss/'IEaO` mwN: tw; v. ALv 08 46 A NA N.'E NTS QAT 12/09/Ia s025 12 OF 14 P8 Ic)OD SCr<Ew Jtc," MIN EDGE D15TANCC EXTERI 7/16" MIN EDGE DISTANCE 18 '.':1x10 SCREW VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INS TALLA II'ON W!?OD FRAMIIIC, BY OTHERS 1/4' MAX. SHIM SPACE WOOD FI+4RllN, BY OTIIERS t 1j4" Lr.11N. CMBEOMCNf 58 WOOD -- S^-REL': 7/ 16- MIN _ EDGE DISTANCE 1/4" RIAX SHIM SPACE INTERIOR EXTERIOR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION vL+4si ar.. OISCRY'1WIc ala k•m_o REASCC ANCHOR SPACING h CHARTS 07/11/2014 PL 114` MAX NOTES: SHIM SPACE 1. INTERIOR AND EXTERIOR FINISHES. BYOTHERS. NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 W000 FRAMING BY OTHERS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ• PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON —IMPACT FIN INSTALLATION DETAILS N.G. 08-02546 sc.11 NTS 0" 12/09/14 s"E"13 OF 14 SIGNED: 0711212016 ENs*.4p OT cIOR1QP'• 010NA j1E G\. PEVLS INM T 2 3/16" 1 7/6' - 1 :/9._ Ito' OEWRMow WE NIA RTLV 2 3/ i 5" - !. REVISCO CI IOR SPACING k CHARTS 07/I I/ 2016 R.L. 13/ 16" p 2 3/I0" I 1-- 2 3/16" 1 5/16 FLANGE FRAME HEAD FLANGE FRAME JAMB FINLESS FRAME HEAD FINLESS FRAME JAMB CM• 18501 CM-18=1 CM• 18553 CM• 1851J ALUMINUM 6063•T5.050' THICK ALUMINUM 6063-T5.050• THICK ALUMINUM 6069•T5.050• THICK ALUMINUM 6063-T5.050• THICK 2 5/ 15" --{ 2 5/ 16" --1 2 5/ 1 G" -+ 1 /8' ANII. _ _ 1 /8" ANN. t— -- METAL RE114FORGED BUFiL 41i INTERIOR` RAr' ER 7 }/ 1G" EXTERIOR/3 3%8" 2 13/1 } 3,4o5/8j i-S1UCONE SEALANT SL FIING 13LOCK FLANGE FRAME SILL FINLESS FRAME SILL GLAZING DETAIL A cm- 18502 CM- 18554 FIN FRAME SILL FIN FRAME HEAD ALUMINUM 6063- T5.055•THICK ALUMINUM6063-T5.055"THICK CM-18509 CM•18508 - - 3/16" ANN ALUMINUM 6063- TS .055• THICK ALUMINUM 6069-T5.050' THICK 1 1 7/16" 2 3/8" I 5,/ 8" - = - i I/8" - SIF Eb TERIOR INTERIOR I SLICONE 2 5/1G2 3/16 5/8SEALANT 1_,2., LSETTIlLE FIN FRAME JAMB OLOSASHBOTTOMRAIL MEETING RAIL cM•18510 GLAZING DETAIL B CM• 18505 CM-18555 CM• 18504 ALUMINUM 6063.T5.050• THICK ALUMINUM 6063-T5.062' THICK ALUMINUM 6063-T5.050• THICK ALUMINUM 6063-T5.055' THICK i I IS%16.' 5/ r SASH STILE GLAZING BEAD cM• 345 GLAZING BEAD 185 ALUMINUM063•T5 6. 05o• THICK V663 RIGID PVC 050• THICK RIGID PVC .060• THICKMIWINDOWSANDDOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52"X84" NON -IMPACT COMPONENTS o11AWN' Va mo. N. G. 1 08- 02546 6CA1t NTS °APC 12/ 09/14 15REIT14 OF 14 SIGNED: 0711212016 1111 NS' ' I IL10' G E N`st' 9U' o TTAAATE OF *1 0'`Fa: OR10T:• Florida Building Code Online Page 1 of 3 i9? -I lltr Business Prof6s ional Regulation lC C 11 11 1=3 SCIS Home I Log In I User Registration i Mot Topics I Submit Surcharge I Stats 6 Facts Publications FeC Staff SCIS Site Map I finks I Search lolida Product Approval USER: Public User tla 3r s:e Product AD rOVal Menu > Product or Aool,caoon Search > Application List > Application Detail FL # FL15349-118 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved 0 MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd.com Windows Fixed Certification Mark or Listing American Architectural Manufacturers Association Steven M. Urich, PE Z Validation Checklist - Hardcopy Received Standard AAMA 506 AAMA/WDMA/CSA 101/I.S. 2/A440 Method 1 Option A 11/18/2016 11/18/2016 12/01/2016 Year 2008 2008 http://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQ,A,tDgtH8572gvd WIan... 9/7/2017 Florida Building Code Online Page 2 of 3 U Summary of Products FL # Model, Number or Name Description 15349.1 185 PW 73 x 72 Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS349 R8 C CAC APC 12786.odf Approved for use outside HVHZ: Yes FL15349 R8 C CAC APC 12787.Ddf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: +60/-60 04/03/2018 Other: CW-PG60 Installation Instructions FL15349 R8 11 08-02357B.Ddf Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FL15349 R8 AE 513124B.Ddf Created by Independent Third Party: Yes 15349.2 185 PW 159 x 54 Triple CHS Insulated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 R8 C CAC APC 15350.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/24/2021 Design Pressure: +55/-55 Installation Instructions Other: R-PG55 FL15349 R8 11 08-02949.0df Verified By: Luis R. Lomas, PE 62514 Created by Independent Third Party: Yes Evaluation Reports FLIS349 R8 AE 513783.Ddf Created by Independent Third Party: Yes 15349.3 185 PW Impact 72 x 72 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 R8 C CAC APC 15454.Ddf 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 R8 11 08-02948.odf consisted of 5/32" tempered exterior - spacer - 5/32" Verified By: Luis R. Lomas, PE 62514 annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass Created by Independent Third Party: Yes was bedded in Pecora 896 silicone with 5/8" glass bite. Evaluation Reports FL15349 R8 AE 513782.odf Created by Independent Third Party: Yes 15349.4 185 PW Impact 159 x 54 Triple CHS Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS349 R8 C CAC APC 8272.Ddf Approved for use outside HVHZ: Yes FLIS349 R8 C CAC APC 8273.Ddf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +55/-55 01/24/2021 Other: FW-R55, Missile Level D, Wind Zone 3. Glass Installation Instructions consisted of 1/8" annealed exterior - spacer - 3/32" FLIS349 R8 11 08-01614B.odf annealed / 0.090 Solutia PVB / 3/32" annealed. Glass was Verified By: Luis Roberto Lomas 62514 bedded in Pecora 896 silicone with 5/8" glass bite. Created by Independent Third Party: Yes Evaluation Reports FL15349 R8 AE 512278B.Ddf Created by Independent Third Party: Yes 15349.S 185 PW Impact 96 x 60 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FLIS349 R8 C CAC APC 7962.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/05/2020 Design Pressure: +55/-55 Installation Instructions Other: FW-LC55, Missile Level D, Wind Zone 3. Glass FL15349 R8 II 08-01613B.Ddf consisted of 5/32" annealed exterior - spacer - 5/32" Verified By: Luis Roberto Lomas 62514 annealed / 0.100 Solutia Saflex HP / 5/32" annealed. Glass Created by Independent Third Party: Yes was bedded in Pecora 896 silicone with 5/8" glass bite. Evaluation Reports FL15349 R8 AE 512277B.Ddf Created by Independent Third Party: Yes 15349.6 185 PW Impact 73 x 61 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL15349 R8 C CAC APC 12136.Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 10/28/2017 Design Pressure: +55/-55 Installation Instructions Other: FW-LC55, Missile Level D, Wind Zone 3. Glass FLIS349 R8 II 08-02947.Ddf http://www. floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvd Wlan... 9/7/2017 Florida Building Code Online Page 3 of 3 consisted of 1/8" annealed exterior - spacer - 1/8" Verified By: Luis Roberto Lomas 62514 annealed / 0.090 PVB / 1/8" annealed. Glass was bedded in Created by Independent Third Party: Yes Pecora 896 silicone with 5/8" glass bite. Evaluation Reports FL35349 R8 AE 513781.Ddf Created by Independent Third Party: Yes Badr Wert Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: 850.487.1824 The State of Florida Is an AA/EEO employer. Cooyncht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.2395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one The emails provided may be used for Olfioai communication with the licensee. However email addresses are public record. 11 you d0 not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: M ®M stbil a Credii Card Sate http://www. floridabuilding.org/pr/pr_app_dtl-aspx?param=wGEVXQwtDgtH8572gvdWIan... 9/7/2017 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL. 4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2' WINDOW UNITS MUST BE ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL 5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. 6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16' OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE OF SUSTAINING APPLICABLE LOADS. 10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 11. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 12. UNITS MUST BE GLAZED PER ASTM E1300-04/09. 13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE j6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. NENSgNS De3wIION W1TE APPRWm REVISED INSTALLATION DETAILS 06/01/15 R.L. REVISED NAME AND ADDRESS 1 10/27/16 IR.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 OETAILS. 16.FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16' TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G-0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18GA (.048') FY=33KSI/FU-52KSI OR ALUMINUM 5063—T5 FU-30KS1 .048' THICK MINIMUM 20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS. CHARTS AND GLAZING DETAILS 4 — 12 INSTALLATION DETAILS SIGNED: 11/15/2016 MI WINDOWS AND DOORS, LLC II11111, 650 W. MARKET ST. Lo J\? : • 119Et46, GRATZ, PA 17030 N v, •\G F 096 *= SERIES 185 ALUMINUM FIXED WINDOW*• 73" X 72" NON —IMPACT y NOTES i3 , TAT OF J.LE`•:cCORI • oaAwlr owc No. NEv 08— 57 B i/SB ONA11 11G\\ Luis R. Lomas P.E. FL No.: 62514 saLc a1ENTS 09/03/14 1 OF 12 E.ROeERTOLOLusP.E. 14M WOODFORD RO LEWISVILLE. AC 27= 434- -OW9 dbMS@*kv $psoom 72 1/2" MAX FRAME WIDTH - 6" MAX --r 18" MAX O.C. -I 6" MAX L 18" j MAX D.C. 1 71 1/2' MAX FRAME HEIGHT REFER TO CHARTS SERIES 185 ALUMINUM FIXED WINDOW g 1 & 82 EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED f- 72 1/2" MAX FRAME WIDTH 1 6" MAX - 18" MAX O.C. - 6" MAX 6" 00 00 71 1/2 18 MAX MAX Q.C. FRAME T HEIGHT 00 0 REFER TO CHARTS -"SERIES 185 ALUMINUM FIXED DESIGNER WINDOW 1 do g2 EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED DESIGN PRESSURE RATING IMPACT RATING t60.OPSF NONE NOTES: 1. MAXIMUM O.L.O.: 69 3M' X 66 314' REASIONS REV OESCRPMN OAR: APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. 8 REVISED NAME AND ADDRESS 1 10/27/16 R.L. rHART a1 Number o/ anchors required (without rigid fillers) Frame Frame whllh In eight 2400 30 00 36.00 1 42.00 41.00 1 54.40 1 60.00 1 66 00 1 72.50 In) HiS am0 HiS am0 His IJamb HaS Pamb Has Jamb Has Jamb His Pamb His amb Has Jamb 2400 2 2 2 2 3 2 3 I 3 2 4 2 4 2 4 2 5 2 0 00 2 2 2 2 2 3 2 7 2 1 2 1 2 4 2 5 2 36.00 z 3 2 3 3 3 3 3 3 3 4 3 4 3 S 3 5 3 42.00 2 3 2 3 3 3 3 3 3 3 4 3 5 3 5 3 6 3 41.00 2 3 2 3 3 3 3 3 3 3 4 3 5 3 6 3 6 3 54.00 2 4 2 4 3 4 3 4 3 4 4 4 5 4 6 4 7 4 6100 2 1 2 F 4 J 5 3 5 4 S 5 S 6 S 7 5 60.00 2 2 4 S 3 5 3 6 6 5 6 6 6 7 8 71.50 2 S 2 S S 7 6 8 7 S 7 8 7 7 7 CHART a2 Number of anchor; required Writ dgld MlerV Fame Frame width (In) eight 24.00 30.00 36.00 42 1 41.00 54.00 1 60.00 66.00 72.60 In) HaS Jamb Has Jamb Has Jamb Has mb Has Jamb HAS amb Has JsmbjHSSpambjH&S Jamb 24.00 2 2 2 2 3 2 3 2 3 2 2 4 2 4 2 S 2 30.00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2 30.00 2 3 2 3 J 3 3 3 3 3 1 3 4 3 3 S 3 42.00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 S 3 41.00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 S 3 54.00 2 4 2 4 3 4 3 4 3 4 4 4 4 4 4 4 S 4 W00 2 4 2 4 3 4 3 4 3 4 4 1 4 4 5 4 1-22 2 4 3 4 3 4 3 4 4 4 1 4 4 5 4 71.60 2 5 2 5 3 5 3 5 3 5 4 S 4 S 1 S 5 5 SEE SHEETS 4.7 FOR INSTALLATION DETAILS MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FLANGE R FINLESS ELEVATION do CHARTS DRAWN: PRO NO. J.L. 1 08-02357 sr NTS I DATE 09/03/14 S"EE'2 OF 12 L ROBERTO LOAUS P E. 1432 w0"OR0 RO LEWISVILLE. NC 27023 4J4-016.0609 demaa@*AWn&W C0m SIGNED: 1111512016 5\ I1 1IIL/o v •v GENS;giP 4rZ: ONAj1E C Luis R. Lomas P.E. FL No.: 62514 71 FI I HI 6' MAX —Er 72 1/2-- MAX FRAME WIDTH — I18" MAX U.C. 5 -r6&- 18' MAX O.C. 1/2' AX GHTIGH 6' MAX REFER TO CHART s3 SERIES 185 ALUMINUM FIXED WINDOW FOR NUMBER OF EXTERIOR VIEW ANCHORS REQUIRED 72 1/2' MAX FRAME WIDTH 6" MAX j I--i- 18' MAX O.C. MAX 71 1/2" MAX FRAME HEIGHT / 6' MAX REFER TO CHART $3 FOR NUMBER OF SERIES 185 ALUMINUM FIXED DESIGNER WINDOW ANCHORS REQUIRED EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING t60.OPSF NONE NOTES: 1. MAXIMUM O.L.O : 69 Y<' X 68 3/I' aLNSIM OCKR VWN OA1E APPROVED REVISED INSTALLATION DETAILS 06/01/15 R L REVISED NAME AND ADDRESS 10/27/16 R.L. CHART #3 Number o/ anchors required (Tin installation Fame Frame width (In) th Ight 21.00 30.00 30.00 42.00 48.00 61.00 00.00 1 66A0 1 72.60 IIN HAS amb Nt5 amb HAS, Jamb HAS Jamb HAS Lamb His amb H65 Jamb HAS amb HAS am0 24.00 3 3 3 3 s 3 1 3 1 3 1 3 S 3 S 3 6 3 30.00 3 3 3 3 3 3 1 3 1 3 1 3 S 3 6 3 30.00 3 3 3 3 3 3 1 3 1 3 1 3 5 3 6 3 I2.00 3 1 3 1 s 4 1 1 1 1 S 1 6 1 4800 3 1 3 1 3 1 1 1 1 1 1 1 S 1 6 1 6400 3 1 3 1 3 1 1 1 1 1 1 1 S is 1 6 60.00 3 5 3 5 3 S 1 5 1 S 1 5 S S 6 5 f6.00 3 S 3 S 3 S 5 1 S 1 5 S 5 6 5 71.50 7 6 3 6 3 6 1 6 1 6 1 6 5 6 8 6 SEE SHEET 8 FOR INSTALLATION DETAILS MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON -IMPACT FIN ELEVATION & CHART DRAM ONC NO. J.L. 1 08-02357 scftE NTS I *"E 09/03/14 s"W 3 OF 12 L ROSERFO LOAIAS P E. I432 WOODFORD RO LEMSVILLE. AC 17023 131-6e6.OM ,60mas@*10maspecom SIGNED: 11/15/2016 a 11L109GENSF,tp' 0 5 ATATE OFlo e iSs OlVA 11 aG` Luis R. Lomas P.E. FL No.: 62514 REVISIONS 1/2" MIN. REV OESCRIPMN DATE APPROVED r EDGE DISTANCE 3/4" MIN A REVISED INSTALLATION DETAILS 06/01/15 R.L. WOOD FRAMING 1 1/4" MIN. METAL EDGE DISTANCE B REVISED NAME AND ADDRESS 10/27/16 R.L. 175: OR 2x BUCK EMBEDMENT STRUCTURE ® r SHIM SPACE BY OTHERS 8Y OTHERS 1/4" MAX 1 /4" MAX. BACKER ROD SHIM SPACE BACKER ROD APPROVED do APPROVED SEALANT SEALANT 10 WOOD SCREW EXTERIOR EXTERIOR INTERIOR 10 WOOD SCREW RIGID FILLER BACKER R00 BACKER R00 APPROVED 1/4" MAX. APPROVED SEALANT SHIM SPACE WOOD FRAMING MIN METALSTRUCTUREOR2XBUCK BY OTHERS EMBEDMENT BY OTHERS 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN. 1/4" MAX. EMBEDMENT I SHIM SPACE T- 1/2" MIN. EDGE DISTANCEIF INTERIOR p 10 WOOD SCREW WOOD FRAMING EXTERIOR OR 2X BUCK BY OTHERS BACKER ROD APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION 3/4" MIN. EDGE DISTANCE I 10 SMS OR SELF DRILLING SCREW INTERIOR 10 SMS OR SELF DRILLING SCREW RIGID FILLER 1/a" MAX. F SHIM SPACE 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1 /4" MAX. r SHIM SPACE INTERIOR P0 SMS OR SELF DRILLING SCREWS EXTERIORMETAL STRUCTURE BACKER ROD BY OTHERS do APPROVED SEALANT JAMB INSTALLATION DETAIL 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 SIGNED: 11/15/2016 MI WINDOWS. DOORS, LLC MARKET GRATZ, PA 17030 v •GEHS 9 i SERIES 185 ALUMINUM FIXED WINDOW yN1261 t •*= 73" X 72" NON —IMPACT luS,((rrE e,.Ep1= FINLESS INSTALLATION DETAILS WITHOUT FILLERS g7 , TAT OF oruwlr owc No REV i3O`s; 08 7 B S/O11A \\`` sou>: NTS DATE 09/03/ 14 SHEET 4OF 12 110 E. ROSERTOLOA44SP.E. 14 VVOOOFOROROLEWISVILLE.NC1702J Luis R. Lomas P.E. FL NO.: as 434- M-0609 AbmaS OHzrlasps Dom CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK SEE NOTES 3 — 7 SHEET I BACKER ROD APPROVED SEALANT EXTERIOR BACKER ROD do APPROVED SEALANT OPTIONAL IX BUCK SEE NOTE 3 — 7 SHEET I CONCRETE/MASONRY BY OTHERS 2 1/2 MIN. EDGE DISTANCE 1 1/4" MIN. 1 1/4" MIN. EMBEDMENTi° EMBEDMENT CONCRETE/MASONRY 1/4" MAX. BY OTHERS SHIM SPACE OPTIONAL IX BUCK SEE NOTES 3 — 7 SHEET 1 3/16" TAPCON INTERIOR 3/16" TAPCON II II /— 3/16" TAPCON 1/4' MAX. SHIM SPACE r b 1 1/4" MIN. EMBEDMENTl'h A d . ' 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEMMASONRY INSTALLATION NOTES., 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 REVISIONS REV OESCRIP110N GATE APPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. 8 1 REVISED NAME AND ADDRESS 1 10/27/16 R L v 1/4' MAX. SHIM SPACE INTERIOR I 2 t/2" MIN. EDGE ° DISTANCE EXTERIOR BACKER ROD k APPROVED SEALANT JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ. PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS WITHUT FILLERS DRAWN ONO NO. RI J.L. 08-02357 SCALE NTS I DATE 09/03/14 1 S"Er'5 OF 12 L. ROSERTO LOMAS P E. 14MW000FORO RD LEWISVUE. NC 27023 171•6CC•0609 dbMa$*kbM$Mc°m SIGNED: 1111512016 v • •(, E JV SF qlp ATATE OFt` SStoNA `IE G` Luis R. Lomas P.E. FL No.: 62514 1/2' MIN EDGE DISTANCE WOOD FRAMING 1 1/4" MIN, OR 2X BUCK EMBEDMENT BY OTHERS 1/4" MAX BACKER ROD SHIM SPACE do APPROVED RIGID FILLERSEALANT 10 WOOD SCREW EXTERIOR INTERIOR 10 WOOD SCREW RIGID FILLER BACKER ROD do APPROVED 1/4" MAX. SEALANT SHIM SPACE WOOD FRAMING 1 1/4' MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION I 1/4" MIN. 1/4" MAX. EMBEDMENT I r SHIM SPACE RIGID FILLER 1/2" MIN. EDGE DISTANCE I INTERIOR 10 WOOD SCREW WOOD FRAMING EXTERIOR OR 2X BUCK BY OTHERS BACKER R00 do APPROVED SEALANT JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS BACKER ROO k APPROVED SEALANT EXTERIOR BACKER ROD do APPROVED SEALANT STRUCTURE BY OTHERS 3/ 4" MIN. EDGE DISTANCE i r 3/ 4" MIN I EDGE DISTANCE 1/ 4- MAX. r SHIM SPACE RIGID FILLER 10 SMS OR SELF DRILLING SCREW INTERIOR 10 SMS OR SELF DRILLING SCREW RIGID FILLER 1/ 4" MAX. SHIM SPACE III 3/4" MIN f--- F EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/ 4" MAX. r SHIM SPACE RIGID FILLER INTERIOR 10 SMS OR SELF DRILLING SCREWS EXTERIOR METAL STRUCTURE BACKER ROD BY OTHERS h APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION REVISIONS REV DESCRIPTION WE I APPWIEO A REVISED INSTALLATION DETAILS 06/01/15 RL. B REVISED NAME AND ADDRESS 10/27/16 R.L. NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLERS ORAWW ORC No. aEv J. L. 08-02357 B s uE NTS I CATE 09/03/14 1 SHEET OF 12 L. ROSERE0 LOVAS P E 1432 WODFORD RO LEIWSVXLE. NC 27023 434-m4609 AbIN5 61blom a Dom SIGNED: 1111512016 STATE OF7Iv O JA* 0R Luis R. Lomas P.E. FL No.: 62514 REVISIONS ' REV OESCRIPION DATE APPROVEO 2 1/2" MIN. A REVISED INSTALLATION DETAILS 06/01/15 R.L. EDGE DISTANCE I B REVISED NAME AND ADDRESS 10/27/16 RL CONCRETE/MASONRY BY OTHERS 1 1/4" MIN. 1 1/4" MIN. EMBEDMENT OPTIONAL 1 X BUCK EMBEDMENTSEENOTES3 — 7 SHEET I CONCRETE/MASONRY BACKER ROD 1 4 MAX BY OTHERS 1/4" MAX. k APPROVED SHIM SPACE SHIM SPACE SEALANT OPTIONAL IX BUCK RIGID FILLER SEE NOTES 3 — 7 SHEET 1 RIGID FILLER 3/16" TAPCON EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/ 16" TAPCON BACKER R00 k APPROVED RIGID FILLER SEALANT 1/4" MAX. 2 1/2- OPTIONAL IX BUCK SHIM SPACE MIN SEE NOTE 3 — 7 EDGE v ' SHEET 1 oISTANCE EXTERIOR CONCRETE/MASONRY I L_ BACKER ROD BY OTHERS a 1 1 4" MIN. dt APPROVED SEALANT a ' . • • EMBEDMENTEDMENT JAMB INSTALLATION DETAIL 4 ° CONCRETE/MASONRY INSTALLATION 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETE/MASONRY INSTALLATION SIGNED: 1111512016 MI WIND DDOORS, LLC o 0W. MAKWS ST.`\`J\S ETNOTES' GRATZ, PA 17030 r••v GENs. TP I INTERIOR AND EXTERIOR FINISHES, BY OTHERS. SERIES 185 ALUMINUM FIXED WINDOW NOT SHOWN FOR CLARITY, 73" X 72" NON —IMPACT 5 p7` 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE FINLESS INSTALLATION DETAILS WITH RIGID FILLERS 0 , TAT OF ` DESIGNED IN ACCORDANCE WITH ASTM E2112 O• A * URAwN owc 08 aEv B Y77S/ONA 11?\` satEDATE52E357NTS09/03/14 7 OF 12 L ROSERTOLOM4SPE 1IJ2 WVOOFORD RD LEWISMI.E. NC 27023 Luis R. Lomas P.E. FL No.: 62514 43r•888.0608 '0*wS 9&wwwe wM r 1/2" MIN, I EDGE DISTANCE WOOD FRAMING 1 1/4" MIN. OR 2X BUCK EMBEDMENT BY OTHERS 1/4" MAX. BACKER ROD & SHIM SPACE APPROVED SEALANT BEHIND FLANGE I'D WOOD SCREW METAL STRUCTURE BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE 1/4" MAX. SHIM SPACE 10 SMS OR LF DRILLING REW REVISIONS REV OESCRIPMN MIE-PPROVED A REVISED INSTALLATION DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 R.L. EXTERIOR EXTERIOR INTERIOR INTERIOR 10 SMS OR J/10 W000 SCREW SELF DRILLING SCREW SCREW BACKER ROD & RIGID FILLER ROD & RIGID FILLER APPROVED SEALANT 1/4" MAX. APPROVED SEALANT BEHIND FLANGE SHIM SPACE BEHIND FLANGE 1/4" MAX r SHIM SPACE NOTES' WOOD FRAMING 1 1/4" MIN. METAL 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, OR 2X BUCK EMBEDMENT STRUCTURE NOT SHOWN FOR CLARITY BY OTHERS BY OTHERS 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE 3/4" MINfl, I I DESIGNED IN ACCORDANCE WITH ASTM E2112 1/2" MIN EDGE DISTANCE EDGE DISTANCE VERTICAL CROSS SECTION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX 1 1/4" MIN. 1/4" MAX SHIM SPACE EMBEDMENT SHIM SPACEI MItEMIN 3/4" MIN. INTERIOR EDGE NC EDGE DISTANCE SIGNED: 11/15/2016 INTERIOR MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. 11"Illlii,, AIo WOOD A10 SMS OR GRA Z, PA 17030 F . SCREW SELF DRILLING SERIES 185 ALUMINUM FIXED WINDOW 0,6126 *= SCREWS 73" X 72" NON -IMPACT W000 FRAMING OR 2x eucK EXTERIOR METAL EXTERIOR FLANGE INSTALLATION DETAILS WITHOUT FILLERS 0 , TATE OFa BY OTHERS BACKER ROD & STRUCTURE BY OTHERS ROD & OIUWN 0WC NO, ,, F( P.•'` i S • , OR1a . G SEALANTAPPROVEFLAN APPROBACKERVEFLANGSEALANT08 B BEHIND E BEHIND svuE NTS 0`TE 09/03/ 14 S"EET 87 OF 12 JAMB INSTALLATION DETAIL JAMB INSTALLATION DETAIL L. ROBERTO LOMAS RE WOOD FRAMING OR 2X BUCK INSTALLA TION METAL STRUCTUREINSTALLATION 1432 WOODFORD RD LEMSVILLE. NC 27023 LUIS R. Lomas P.E. FL No.: 62514 v.-M-0e09 AIL REVISIONS REV OESCm"ON DIE 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 a 1 I/4" MIN. e 1 1/4" MIN. EMBEDMENT OPTIONAL 1 X BUCK e EMBEDMENT SEE NOTES 3 — 7 SHEET I CONCRETE/MASONRY BACKER ROD & 1/4" MAX, OTHERS 1/4" MAX APPROVED SEALANT SHIM SPACE v SHIM SPACE BEHIND FLANGE OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET I 3/16" TAPCON v EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/16" TAPCON BACKER ROD & APPROVED SEALANT BEHIND FLANGE OPTIONAL 1X BUCK 1/4" MAX' 2 1/2" SEE NOTE 3 — 7 SHIM SPACE EDIGGE SHEET 1 DISTANCE EXTERIOR CONCRETE/MASONRY BACKER ROD & BY OTHERS e• 1 1/4" MIN. APPROVED a a • EMBEDMENT BEHIND NEELANTFLA•; JAMB INSTALLATION DETAIL a CONCRETE/MASONRY INSTALLATION e 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRET&MASONRY INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCOROANCE WITHASTM E2112 SIGNED: 11/15/2016 MI WINDOWS ANDDOORS, LLC 650MARKET GRATZ, PA 17030 GENS.9'p 0 61 *= SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FLANGE INSTALLATION DETAILS WITHOUT FILLERS TAT OFO A 0 ; W i'c S.'•<pR1 P Gt• ONA 1 Luis R. Lomas P.E. FL NO.: 62514 oRAwN oRc No 08 REV B suuE arE S2E357NTS09/03/14 9 OF 12 L ROBERTO LOMAS P.E. IAvtV0OOFORDROLEWISVXLE.NC2702J 434-W84e09 AAoma$L0ft .$M mm WOOD FRAMING OR 2X BUCK BY OTHERS BACKER ROD do APPROVED SEALANT BEHIND FLANGE 1/2" MIN. EDGE DISTANCE 1 1/4' MIN. EMBEDMENT 1/4" MAX SHIM SPACE RIGID FILLER 10 WOOD SCREW EXTERIOR INTERIOR 10 WOOD SCREW RIGID FILLER BACKER ROD do APPROVED SEALANT 1/4" MAX. BEHIND FLANGE 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 RIGID FILLER 1/2" MIN. EDGE DISTANC INTERIOR1 110 WOOD SCREW WOOD FRAMING OR 2X BUCK EXTERIOR BY OTHERS BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION METAL STRUCTURE BY OTHERS BACKER ROD k APPROVED SEALANT BEHIND FLANGE 3/4" MIN EDGE DISTANCE A SHIM SPACE T RIGID FILLER 10 SMS OR SELF DRILLING SCREW EXTERIOR INTERIOR 110 SMS OR SELF DRILLING SCREW BACKER ROD k RIGID FILLER APPROVED SEALANT BEHIND FLANGE A WN1/4' MAX F SHIM SPACE METAL STRUCTURE BY OTHERS 3/4" MIN EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/4- MAX. SHIM SPACE RIGID FILLER Ir3/4" MIN. INTERIOR EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS METAL EXTERIOR STRUCTURE BY OTHERS BACKER R00 k APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION REWSIONS REV OESCRroWON DATE APPRMO A REVISED INSTALLATION DETAILS 06/01/15 R.L. B REVISED NAME AND ADDRESS 10/27/16 RL. NOTES: 1. INTERIOR AND EXTERIOR FINISHES. BYOTHERS. NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 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 ORAWM OWG N0. REV J.L. 08-02357 B scaE NTS I aTE 09/03/14 ISWCTIO OF 12 L. ROBERTO LOMAS P.E. 14M WOODFORD RO LEMSVRAE. NC 27= 434-ss -OM Abmas@Nlx=spe aom SIGNED: 11/15/2016 LIow/,,i ENSF 9 • TAT OF F''ORIOA • Luis R. Lomas P.E. FL No.: 62514 CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK SEE NOTES 3 — 7 SHEET 1 BACKER ROD & APPROVED SEALANT BEHIND FLANGE EXTERIOR BACKER ROD do — APPROVEO 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. a' EMBEDMENT 1/4- MAX. SHIM SPACE RIGID FILLER 3/16" TAPCON INTERIOR 3/16" TAPCON" RIGID FILLER 1/4" MAX. SHIM SPACE 1 1/4" MIN. EMBEDMENT CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK SEE NOTES 3 — 7 SHEET 1 3/16" TAPCON 1 1/4" MIN. a EMBEDMENT 4 Is 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRE104ASONRY INSTALLATION REVISIONS ' REV OESd1mnON M¢ APVROVEO A REVISED INSTALLATION DETAILS 06/01/15 R.L. 0 REVISED NAME AND ADDRESS 10/27/16 R.L. v 1/4" MAX. SHIM SPACE RIGID FILLER v INTERIOR I 2 1/2" MIN. v EDGE DISTANCE EXTERIOR BACKER ROD do APPROVED SEALANT BEHIND FLANGE JAMB INSTALLATION DETAIL CONCRETEANASONRY INSTALLATION SIGNED: 1111512016 MI WINDOWSAND DDOORS, LLC 1 1ILf////, NOTES. INTERIOR ANO ERIry. FINISHES, BYOTHERS. NK 650GRATZ, PA i SNOTSHOWNFORCLAR1. 17030 v •GEIVS'9V±% SERIES 18S ALUMINUM FIXED WINDOW 2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE 0 #= DESIGNED INACCOROANCEWITHASTME2112 73" X 72" NON —IMPACT OF FLANGEINSTALLATIONDETAILSWITHRIGIDFILLERSTATGty oRAwN owe NO REV 08 357 B stuE NTS o 09/03/14 s"L2 E' 11 OF 12 L ROSERTO LOWS RE 14J2 WOOOFORO RD LEWISVXLE NC 27023 Luis R. Lomas P.E. FL No.: 62514 4J4-6! -OM db as@ibmaw CPm APPROVED SEALANT BEHIND FIN 6 WOOD SCREW 3/8" MIN jEDGEDISTANCE EXTERIOR I O- 1 1/4" MIN. EMBEDMENT WOOD FRAMING BY OTHERS 1 /4" MAX. F SHIM SPACE I INTERIOR 3/8" MIN jT EDGE DISTANCE N6 w000 SCREW APPROVED 11/4" MIN. SEALANT EMBEDMENT BEHIND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1/4" MAX r SHIM SPACE WOOD FRAMING BY OTHERS WOOD FRAMING ,I 1/4" MAX BY OTHERS SHIM SPACE 16 W000 INTERIORSCREW 1 1 /4" MIN. EMBEDMENT APPROVED SEALANT BEHIND FIN EXTERIOR 3/8" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION REVISION$ REV DESCRIPTION OATE APPROVEO A REVISED INSTALLATION DETAILS 06/01/15 R.L. 8 REVISED NAME AND ADDRESS 1 10/77/16 R.L. NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BYOTHERS. NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FIN INSTALLATION DETAILS DRAWN I oRC No. J.L. 1 08-02357 suaE NTS IDUE 09/03/14 1 SET 12 OF 12 L. ROGER TO LOMAS P.E. IM WOODFORD RO LEWISVI LE. NC 27023 I34-6ss-0609 momasaL'laRlasys.m.1 SIGNED: 1111512016 5111 11 I`l0 v,•VGENS gii+ T((AATT rE OF REv '•'ZOR10P e 0ItA 11 G` Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online Page 1 of 3 U[N Business & Professional Regulationc SOS Home I Lop In I User Registration ( Hot Topics Submit Surcharge Stats & Facts E Publications FBC Staff SCIS Site Map I Links Search lorida Product Approval USER: Pubbc User * r teau aa,,rr Produtt ADDroval Menu > product or Aoolicabon Search > Application List > Application Detail FL # F1.15353-112 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 0 Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext2560 bsitlinger@miwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Mullions Compliance Method Evaluation Report from a Florida Registered, Architect or a Licensed Florida Professional Engineer 10 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas, PE the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Steven M. Unch, 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 FL15353 R2 COI FLCOI.odf 1710.5.3 Method 2 Option B http://www. floridabuil ding.org/prlpr_app_dti. aspx?param=wGEVXQwtDgtH 8572gvdWI S... 9/7/2017 Florida Building Code Online Page 2 of 3 Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products 06/15/2015 06/15/2015 06/21/2015 08/19/2015 FL # Model, Number or Name Description 15353.1 15764 1 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01448A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R2 AE 512072A.Ddf span: 52-1/8". Created by Independent Third Party: Yes 15353.2 5764 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS353 R2 II 08-01439A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R2 AE 512063A.odf span: 83" Created by Independent Third Party: Yes 115353.3 15765 1 Horizontal Aluminum Mullion I Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01449A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FLIS353 R2 AE 512073A.Ddf span: 104-1/4" Created by Independent Third Party: Yes 115353.4 15765 1 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS353 R2 II 08-01440A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FLIS353 R2 AE 512064A.odf span: 83". Created by Independent Third Party: Yes 115353.5 1 CM- 18514 1 Vertical Aluminum Mullion I Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS353 R2 II 08-01442A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: S2-1/8" x 84". Max mullion FL15353 R2 AE 512066A.odf length - 83". Created by Independent Third Party: Yes 115353.6 1 CM-18520 I Horizontal Aluminum Mullion I Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01451A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion FLIS353 R2 AE 512075A.Ddf span - 104-1/4" Created by Independent Third Party: Yes 115353.7 1 CM-18523 I Horizontal Aluminum Mullion I Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01452A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion FLIS353 R2 AE 512076A.odf span - 104-1/4". Created by Independent Third Party: Yes 15353.8 CM-18531 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 11 08-01443A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 http://,A,ww. floridabuilding. org/prlpr_app_dtl.aspx?param=wGEVXQwtDgtH 8572gvd WI S... 9/7/2017 Florida Building Code Online Page 3 of 3 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R2 AE 512067A.Ddf span - 83" Created by Independent Third Party: Yes 15353.9 CM-18532 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS353 R2 II 08-01453A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion FL15353 R2 AE 512077A.odf span - 104-1/4" Created by Independent Third Party: Yes 15353.10 CM-18533 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 R2 II 08-01444A.odf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R2 AE 512068A.Ddf span: 83" Created by Independent Third Party: Yes 15353.11 CM-18534 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FLI5353 R2 II 08-01454A.Ddf Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mullion FL15353 R2 AE 512078A.odf span: 104-1/4". Created by Independent Third Party: Yes Beck Next Contact us :• 2601 Blair Stone Road, Tallahassee FL 32399 Phone. 850-487.1924 The State of Florida is an AA/EEO employer. Coovrioht 2D07-2013 State of Florida.:: Privacy Statement :: Accessibility Statement Refund Statement Under Florida law, email addresses are public records. If you do not want your !-mall address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 45S, F.S. must provide the Department with an email address If they have one. The emaiis 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 bete . Product Approval Accepts: g Credit.C&d Safe GZ1rJ Lv!tt tom' Iu cs http://w,A,w.floridabuilding.oriz/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWIS... 9/7/2017 NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND DOORS, INC. 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNIT. 8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED AS SHOWN HEREIN. 9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING TO THIS DOCUMENT DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE REOUIRED 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 - W 1 + 2 W2 REMWN$ , RED I ucsmpm7N I WE I APPROVED IAIREVISEDINSTALLATIONDETAILS06/10/I5 1 RL. ANCHORING NOTES: 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 1/4_ TAPCON WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT WITH 2 1/2" MINIMUM EDGE DISTANCE LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 4. 3) ALL FASTENERS TO BE CORROSION RESISTANT. 4) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0 42 B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3.200 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER). 5) TO ATTACH MULLION TO CLIP USE (4) #10 x 1 1/4" SELF DRILLING SCREWS PER CLIP. SCREWS MUST BE FIELD INSTALLED. HOLES FOR SCREWS ARE NOT PRE -DRILLED BY MANUFACTURER. TABLE OF CONTENTS ' SHEET NO. DESCRIPTION NOTES CONFIGURATIONS AND DP CHART INSTALLATION DETAILS MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 — VERTICAL MULLION 83" MULLION SPAN GENERAL NOTES V.L. I 08-01439 suAc NTS -- O 1 / 1 1 / 12 SNP' 1 OF SIGNED: 0611112015 r,•`,G E N SF'9d1 oTAT 6EOF •eve NA'IE\ r 107 3/8" COMBINED WIDTH WI-irW2- 83"1 1 FRAME HEIGHT WINDOW WINDOW MULLION SPAN) 1 1 107 3/8" COMBINED WIDTH W1-irW2 3" 8 LINFRAME HEIGHT 1 WINDOW MULLION SPAN) L 1 f 107 3/8" COMBINED WIDTH W1 -Ir-- W2 83"1 1 WINDOW 1 FRAME HEGHT WINOO WINDO MUILLION SPIN) 1 1 1 WI L W2 - 107 3/ 8" COMBINED WIDTH I Desi n pressure rating s Mullion span ( in) Tributary 1S. 13 25.60 width (in) 36.00 42.00 48.00 62.13 25.00 130.0 130.0 130.0 1300 1300 1300 37.38 1302 1300 1272 127.0 127.0 127.0 49.63 120.7 94.3 779 73.6 72.1 72.0 62.00 710 52.2 397 359 33 4 32.3 65.63 59.6 43.7 33.0 29.6 27.4 263 72.00 44.9 32.7 244 21.8 19.9 1 84.00 28.1 20.3 15.0 13.2 119 11031 LARGE AND SMALL MISSILE IMPACT. LEVEL D. WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE 107 3/ 8" COMBINED WIDTH WI -ir- W2 8 LWFRAME Zoo,., HEIGHTMULLION SPAN) 1 1 11 F_ 107 3/ 8" COMBINED WIDTH WI W2 83" 1 1 WINDOW f FRAME // HEIGHT WINDO W MULLION SPAN) 1 1 1 W1 IF- W2 - 107 3/ 8" COMBINED WIDTH FF HE ML SF RENSIONS , REV I DESJM MN DATE APPRINEQ A I REVISED INSTALLATION DETAILS O6/Io/15 R.L COMBINED WIDTH W1 W2 3"1 1 WINDOWAME 1 IGHTLLIO' AN) WINDOj r WINDOW 1- 1 1 11111 WI -- I F- w2 - 107 3/ 8" APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED WIDTH DOES NOT EXCEED 107 "'AS SHOWN HEREIN. ueslgn pressure rating (ps i wun rever I option Mullion span ( in) Tributary 18. 1325. 50 width (in) 36. 00 42. 00 48.00 52.13 25.00 130. 0 130.0 130.0 130.0 130.0 1300 37.38 130 U 130.0 127.2 127.0 127.0 127.0 49.63 12071 94.3 77.9 73.8 72.1 720 62.00 92 4 70 0 53.3 48.1 44.8 43.4 65.63 800 58.6 44.2 39.7 36.7 353 72.00 60 3 43.9 12.8 29.2 26.7 25.5 04.00 37. 7 27.3 20.1 17.7 16.0 15.1 LARGE AND SMALL MISSILE IMPACT. LEVEL D. WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND 00 NOT INCLUDE FLANGE. COMONVCV WiD r1 MI WINDOWS AND DOORS 650 WEST MARKET STREET GRATZ, PA 17030- 0370 5764 - VERTICAL MULLION 83" MULLION SPAN APPROVED CONFIGURATIONS AND RATING CHARTS ORAWN: mm N0. REV V.L. 08- 01439 A NTS PATE 01/ 11/12 Is"EU2 OF 3 SIGNED: 0611112015 a 2 1/2" MIN EDGE DISTANCE MASONRY/CONCRETE BY OTHERS 1 1/4" MIN EMBEDMENT 1 /4" TAPCON SECT5796 0.841 3" CUP OPTIONAL REBAR MT000022 CLIP SECT5764 MULLION I I I II I 10 WOOD SCREW 1 3/8" MIN. EMBEDMENT WOOD FRAMING/ 1/2" MIN. 2X BUCKLEDGEBYOTHERS DISTANCE VERTICAL CROSS SECTION MASONRY/CONCRETE AND WOOD FRAMING INSTALLATION NOTE: CLIPS MAY BE USED IN MASONRY/CONCRETE OR WOOD FRAMING SUBSTRATE. 3.261 " 1.375" MT000022 CLIP 16GA (.0637 GALVANIZED STEEL I-- 2.140" —II Eli SECT5764 MULLION ALUMINUM 6005-T5.125' THICK 0.688" 1.531" RF-185-2 REBAR 16 GA (062) GALVANIZED STEEL REMAONS REv OESCRIPRON DATE PROVEO A REVISEO INSTALLATION DETAILS 06/10/15 R L. 3.750" 1.000" 0 375" 0.422" 2.032' 2.875" 0" 0.841 3" 4 000" SECT5796 CLIP 2X 00.210" FOR CONCRETE INSTALLATION ALUMINUM 6063-T5.125' THICK 3.750" 2.189- 1.O 0" 0.375" 0.843" 1.562" 2X 00.210" 1.562" O SECT5796 CLIP FOR WOOD FRAMING INSTALLATION ALUMINUM 6063-T5.125' THICK SIGNED: 0611112015 DOORSWINDOWSESTAM650TIKEDSTREET GRATZ. PA 17030-0370 g1t1 111Ir077/// v •'\G E iVg 0 5 *=" 5764 — VERTICAL MULLION 83" MULLION SPAN INSTALLATION DETAILS AND COMPONENTS Q` 0+, $$TAT OF OF•'pRIDP' o"wN: owG NO REV V.. EE 08 A SS;At1 aG\ NTS °" O1/I I/12 a"`390F 3 Florida Building Code Online Page 1 of 3 Op -iii? a t :a, p - t • r BCIS Moore I Lop In I User Registration i Hot Topics SubrMt Surcharge Stats B Facts ; Publicabons FSC Stitt BCIS Site Map Links (•Search dborkt::: Product Approval USER: Public User Product Approval Menu > Product or Appli[atlon Search > Application List > Application DeUll FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL13223-R3 Revision 2014 Approved N7 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 E Evaluation Report - Hardcopy Received Ronald I. Ogawa PE-24121 Intertek Testing Services NA, Inc. 01/01/2018 John Southard, P.E. SZ Validation Checklist - Hardcopy Received FL13223 R3 COI RIO - Certificate of Independence.PDF Referenced Standard and Year (of Standard) Standard ASTM C1186 ASTM E330 Year 2007 2002 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL13223 R3 Ecluiv ASTM C1186 Equivalency Sioned.odf http://www. floridabui lding.org/prlpr_app_dtl. aspx?param=wGEVXQwtDgvRk6bsvZ66FC... 9/7/2017 Florida Building Code Online Page 2 of 3 1 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 08/17/2015 08/26/2015 09/07/2015 10/16/2025 08/09/2017 FL if Model, Number or Name Description 13223.1 Cempanel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 R3 11 ER RIO-2556-15 Panel metal-wood.pdf FL13223 R3 II ER RIO-2578-15 Panel to Furrino.DdfApprovedforuseoutsideHVHZ: Yes FL13223 R3 II Install Cempanel Sidino.odfImpactResistant: Yes Design Pressure: N/A FL13223 R3 11 NOA 15-0122.04.Ddf Other: For use inside a HVHZ install in accordance with Verified By: Intertek Testing Services NA Ltd. NOA 15-0122.04 Created by Independent Third Party: No Evaluation Reports FL13223 R3 AE ER RIO-2556-15 Panel metal-wood.pdf FL13223 R3 AE ER RIO-2578-15 Panel to FurrinD.odf FL13223 R3 AE NOA 15-0122.04.Ddf Created by Independent Third Party: Yes 13223.2 HardiePanel Siding fiber -cement panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 R3 11 ER RIO-2556-15 Panel metal-wood.Ddf FL13223 R3 11 ER RIO-2578-15 Panel to Furrino.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: Yes FL13223 R3 11 Install HardiePanel Sidino.odf Design Pressure: N/A FL13223 R3 11 NOA 15-0122.04.pdf Other: For use inside a HVHZ install in accordance with Verified By: Intertek Testing Services NA Ltd. NOA 15-0122.04. Created by Independent Third Party: No Evaluation Reports FL13223 R3 AE ER RIO-2556-15 Panel metal-wood.Ddf FL13223 R3 AE ER RIO-2578-15 Panel to Furrino.odf FL13223 R3 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes 13223.3 Prevail Panel Siding fiber -cement. panel siding Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL13223 R3 11 ER RIO-2556-15 Panel metal-wood.Ddf FL13223 R3 11 ER RIO-2578-15 Panel to FurrinD.odfApprovedforuseoutsideHVHZ: Yes FL13223 R3 11 Install Prevail Panel Sidino.DdfImpactResistant: N/A Design Pressure: N/A FL13223 R3 11 NOA 15-0122.04.Ddf Other: For use inside a HVHZ install in accordance with Verified By: Intertek Testing Services NA Ltd. NOA 15-0122.04. Created by Independent Third Party: No Evaluation Reports FL13223 R3 AE ER RIO-2556-15 Panel metal-wood.Ddf FL13223 R3 AE ER RIO-2578.15 Panel to Furrino.Ddf FL13223 R3 AE NOA 15-0122.04.Ddf Created by Independent Third Party: Yes Badt Nett Contact Us.; 2601 Blair Stone Road, Tallahassee FL 32399 Phone, 8S0-487.1824 The State of Florida is an WEED employer. Convnoht 2007-2013 State of Florida, .. Privacy Statement •: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. 11 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 oKce by phone or by traditional mail if you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. 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Product Approval Accepts: W W LEV1.715 lkci Q http://www. floridabuilding.org/prlpr_app_dtl .aspx?param=wGEVXQNA,tDgvRk6bsvZ66FC... 9/7/2017 Florida Building Code Online Page 3 of 3 Credi Card Safe http://,,A,ww. floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvRk6bsvZ66FC... 9/7/2017 PROJECT RIO-2556-15 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIE® BRAND FIBER -CEMENT PANELS TO WOOD AND METAL FRAMED WALLS WITH VARIOUS FASTENERS JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 TABLE OF CONTENTS PAGE COVER PAGE 1 EVALUATION SUBJECT 2 EVALUATION SCOPE 2 EVALUATION PURPOSE 2 REFERENCE REPORTS 2 TEST RESULTS 3 TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING 3 TABLE 1B, SHEAR VALUES 3 DESIGN WIND LOAD PROCEDURES 4 TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING V AND p 4 TABLE 3, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 5- TABLE 4, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE C 5 TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D 5 TABLE 6, ALLOWABLE WIND SPEED (MPH) FOR HARDIEPANEL SIDING 6-7 LIMITATIONS OF USE 7 AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7-10, THE 2014 FLORIDA BUILDING CODE, AND THE 2012 INTERNATIONAL BUILDING CODE. PREPARED BY: RONALD I. OGAWA & ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX JAMES HARDIE BUILDING PRODUCTS, INC. 1-BBS-542-7343 info@jameshardie.cwm EVALUATION SUBJECT HardlePanelS Siding James Hardie Product Trade Names covered In this evaluation: HardiePane* Siding, Cempane* Siding, Prevail- Panel Sift EVALUATION SCOPE: ASCE 7-10 2014 Florida Building Code 2012 International Building Code® RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714=847-4595 FAX PROJECT: RIO-2556-15 EVALUATION PURPOSE: This analysis is to determine the mabmum design 3-second gust wind speed to be resisted by an assembly of HardiePanel (Cempanel. Prevail Panel) siding fastened to wood or metal framirg with nags or screws. REFERENCE REPORTS: 1. Intertek Report 3057913 (ASTM C1186) Material properties HardiePanel Sitfirtg 2. Ramtech Laboratories Report IC-1270-94 (ASTM E330) Transverse Load Test. 5/16' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fir wood studs spaced at 16 Inches on carder with a 6d common galvanized nall 3. Ramtech Laboratories Report.IGt271.94 (ASTM E330) Transverse Load Test, 5116' Thick by 48 Inch wide HardiePanel Siding Installed on ZX4 Hemmer wood studs spaced at 24 Inches orttBrtler with a 6d common galvanized nail 4. Ramtech Laboratories, Inc. Report 10868-9711475 (ASTM E330) Transverse Load Test, 5116' Thick by 48 Inch wide HardePonel Siding Installed on 2X4 Group III SG=0.36 wood studs spaced at 16 inches on carder with a 4d, 0.091 inch shank by 0225 inch head diameter by 1.5 inch long ring shank nail 5. Ramtech Laboratories. Report IC-1054-89 (ASTM E330) Transverse Load Test, 114' Tuck by 48 inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 16 inches on center with a No 8 X 1 ire. big X 0.323 in head diameter ribbed bugle head screw 6. Ramtech laboratories. Report IC-1055-89 (ASTM E330) Transverse Load Test, 1/4"Thrc by 48 inch wide HardiePanel Siding installed on 20gauge Metal studs spaced at 24 inches on center with a No 8 X 1 in. long X 0.323 In head diameter ribbed bugle head screw 7. Ramtech Laboratories, Report 11149.98/1554d (ASTM E330) Transverse Load Test,1/4' Thick by 48 inch wide Hard*Panel Siding installed on 20gauge Metal studs spaced at 16 and 24 inches on center with a ET&F 0.100 in. knurled shank X 1.5 in. long X 0.25 in. head diameter pin fastener 8. Ramtech Laboratories Report IC-1273.94 (ASTM E72) Racking Shear Test, 5116' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Fa wood studs spaced at 16 Inches on center with a 6d common galvanized real 9. Ramtech Laboratories Report IC-1274-94 (ASTM E72) Racking Shear Test, 5116' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Hem -Per wood studs spaced at 24 inches on carder with a 6d common galvanized nail 10. Ramtech Laboratories, Inc. Report '10868.97/1475 (ASTM E72) Rackkg Shear Test, 5116' Thick by 48 inch wide HardiePanel Siding installed on 2X4 Group III SG=0.36 wood studs spaced at 16 inches on tender with a 4d, 0.091 inch shank by 0.225 inch head diameter by 1.5 inch long ring shank rill 11. Ramlech laboratories Report IC-1057-89 (ASTM E72)•Racking Shear Test. 5116' Thick by 48 inch wide HardnePanel Siding installed on ZX4 Hem -Fs wood studs spaced at 16 and 24 inches on center with a No 8 X 1 in. ic^g X 0.323 in head diameter ribbed bugle head screw tt Ramtech Laboratories Report 11284-99/1580 (ASTM E72) Racking Shear Tist, 5/16' Thick by 48 Inch wide HardnePonel Siding installed on ZX4 Hem -Fir wood studs spared at 16 and 24 inches on center with a ETdF 0.100 in knurled shank X 1.5 P. " X 025 in. head diameter pin fastener JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com TEST RESOLTS: Table ta, Results of Transverse Load Testing RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556-15 Fastener Spacing lin.1 Allowable Frame Ultimate Design Thickness Width Spacing Perimeter Field toad Load' Report Number Test Agency in.) m.) Frame Type fin.) Supports Supports Fastener T PSF) PSF IC-1270.94 Ramtech 03125 48 2X4 wood Hem -For 16 6 6 6d common 149 49.7 IC-1270.94 Ramlech 0.3125 48 2X4 wood Hem -Fir 16 4 4 6d common 236 78.7 IC-1271-94 Ramlech 0.3125 48 2X4 wood Hem -Fir 24 6 6 6d common 94 31.3 IC-1271-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 24 4 1 4 6d common 143 47.7 10868.9711475 Ramisch 0.3i25 48 2X4 wood, SG 2 0.36 16 4 8 4d, 0.091 in. shank X 0.225 in. 90 30.0 HD X 1.51nlong nrq ink nae Min. No. 20 gauge X 3.625 in. X Min No 8 X 1 In. king X 0.323.In IC-1054.89 Ramtech 0.25 48 16 6 6 head diameter ribbed bugle 169.9 56.6 1.375 In metal stud head screw Min No 8 X 1 in. long X 0.323 in IC 1055 89 Ramtecii 0.25 48 Min. No. 20 gauge X 3.625 in. X 24 6 6 head diameter ribbed bugle 91.9 30.6 1 375 in metal stud head screw Min. No. 20 gauge X 3.625 In. X ET8F 0.100 in. knurled sherds X 11149 98/1554d Ramtech 0.3125 4B 1.375 in metal stud 24 4 8 1.5 N. long X 025 in. head 170 56.7 diameter pin fastener Min. No. 2020 gauge X 3.625 in X ETBF 0.100 In. knurled shank X 11149.98/1554d Ramiech 0.3i25 48 1.375 in metal stud 16 4 8 1.5 In. kmg X 0.25 in. head 101 33.7 diameter pin fastener 1. Allowable Load is the Ultimate Load drvioed try a Factor or salety or 3. 2. HardiePanel Siding complies with ASTM Cl186, Standard Speelrwat on for Grade ft. Type A Nrn-asheslos Fiber -Cement Flat Sheets. Table 1b, Shear Values Allowable Loads In Pounds Per Uneal Foot for Panel Shear Walls '= Fastener Spacing fin 1 Frame UltimaJAft"tieThicknessWidthSpacingPerimeterFieldLoadReportNumberTestAgein) in. Frame T e in.) Supports Supports Fastener T IC-1273-94 Ramtech 0.3125 48 2X4 wood Hem -Fir 16 6 6 6d common 603.8IC-1273-94 Ramtech 0.3125 48 ZX4 wood Hem -Fir 16 4 4 6d common 698.8IC-1274-94 Ramtech 0.3125 48 ZX4 wood Hem -Fr 24 6 6 6d common 460.0IC-1274-94 Ramtech 03125 48 2X4 wood Hem -Fir 24 4 4 6d common 637.5 10868-97/1475 Ramtech 0.3125 48 2X4 wood, SG It 0.36 16 4 8 4d, 0.091 iri. shank X 0.225 in. 5954 198.5HDX1.5 IrL'Iong ring shank roil Min No 8 X 1 in. long X 0.323 in IC-1057.89 Ramtecil 0.25 Min. No. 20 gauge X 3.625 in. Xo. 20 16924 6 6 head diameter ribbed bugle 99D.0 123.8inmetalsled head screw Min . No. 20 gauge X 3.625 In. X20 ETSF 0.100 in. knurled shank X 11284-99/1550 Ramtech 0.3125 48 in metal stud 16 4 e 1.5 in long X 0.25 in. head 1227.0 153.4 diameter pin fastener Min. No. 20 gauge X 3 625 in. X ETSF 0.100 in. knurled shank X 11284-99/1580 Ramtech 0.3125 48 1.375 in metal stud 24 4 8 1.5 in. long X 0.25 in. head 1060.0 132.5 diameter pm fastener 1..AII board edges shall be supported by framing. Panels shall be applied with the long dimension either parallel or perpendicular to studs. 2. The maximum height -to -length ratio for constntctKm in this Table is 2:1. 3. In the steel framed assemblies the allowable bad is based on the average load at 118 inch net deflection. RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO.2556.15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.com DESIGN WIND LOAD PROCEDURES: Fiber -cement siding transverse bad capacity (wind bad capacity) is determined via compliance testing to transverse load national test standards. Via the transverse bad lestmg an allowable design bad is determined based on a factor of safety of 3 applied to the ultimate test load. Since the allowable design bad is based on factor of safety of 3. allowable design loads on fiber -cement siding correlate directly to required design pressures for Allowable Stress Design, and therefore should be used with combination loading equations for Allowable Suess Design (ASD). By using the combination loading equations for Allowable Suess Design (ASD), the tested allowable design beds for fiber -cement siding are aligned with the wind speed requirements in ASCE 7- 10 Figure 26.5-1A, Figure 26.5.1B. and Figure 26.5.1C. For -this analysis, to calculate the pressures in Tables 3.4. and 5, Ore bad combination will be in accordance with ASCE 7-10 Section 2.4 combining nominelloads using allowable Suess design, load combination 7. Load combina0on 7 uses a load factor of 0.6 applied to the wind velocity pressure. Equation 1, q,=1D.00256'Kr'K,r'Ka'Vr (ref. ASCE 7-16 equation 3o-3-t) velocity pressure at height z K, , velocity pressure exposure coefficient evaluated at height z Ka , topographic factor Kv , wind diredionalgy factor V , basic wind speed (3second gust MPH) as determined from [20121BC, 2014 FBC] Figures 1609A, B, or C: ASCE 7-10 Figures 26.5-1A, B, or C Equation 2, V=V' (rot. 2012 ISC 6 2014 FBC Soction 7602.1 defnftris) Vo , ultimate design wind speeds (3-second gust MPH) determined from 12012 IBC. 2014 FBC] Figures 1609A, B, or C. ASCE 7-10 Figures 26.5-1A. B,orC Equation 3, p=q,'(GCp-GC.) (mt. ASCE 7-10 equation 30.6.1) GCp , product of external pressure coefficient and gusl-effect factor GC., . product of internal pressure coefficient and gust -effect factor p , design pressure (PSF) for siding (allowable desgn load for siding) To determine design pressure. substitute q, into Equation 3. Equation 4, p=0.00256'K,'K„'K;Vi -(GCo GCp) Allowable Stress Design, ASCE 7-10 Section 2.4.1, load combination 7 Equation 5, 0.6D + 0.6W (ref- ASCE 7-10 section 2.4.1, load combination 7) D , dead bad W , wind load To determine the Allowable Stress Design Pressure, apply the bad factor for W (wind) from Equation 4 to p (design pressure) determined from equation 4 Equation 6, pro = 0.61p) Equation 7, p.= 0.6'10.00256'K; Ka'Ke V,st'(GCp GCO)] Equation 7 is used to populate Table 3, 4, and 5. To determine the allowable ultimate basic wind speed for Hardie Siding in Table 6, solve Equation 7 for V e, Equation8, V,s=(pad0.6'0.002WK;I(e'),V(GCp-GCy))as Applicable to methods specified in Exceptions 1 through 3 of 1201218C, 2014 FBC) Sedion 1609.1 1, to determine the allowable nominal design wind speed (Vesd) for Hardie Siding in Table 6, apply the conversion formula below, Equation 9, Vd - Va' (0.6)5 (ref. 201218C 6 2014 FBC Section 1609.3.1) Vali . Nominal design wind speed (a -second gust mph) (W-201218C d 2014 FSC Section .160Z 1) Table 2, Coefficients and Constants used in Determining V and p, K, Wall Zone 5 Height (it) Exp B Exp C Exp D Kr Ka GC GC 0.15 0.7 0.85 1.03 hs60 1 0.85 1.4 0.18 20 0.7 0.9 1.08 1 0.55 14 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 1P1 119 1 0.85 1.4 018 40 076 1.04 1.22 1 O B51 1.4 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 0.83 1.11 1.29 1 0.85 1.4 0.18 60 0.85 1.13 1.31 1 0.85 1.4 0.78 100 0.99 126 1.43 tv60 1 0.85 1.8 0.18 RONALD I.OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO-2556.15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 into@jameshardie.com Table 3, Allowable Stress Design • Component and Cladding (CdC) Pressures (PSF) to be Resisted at Various Wind Speeds -'Wind Exposure Category B, Wind Speed 3-secondgust) 100 105 110 115 120 130 140 150 160 170 180 190 200 210 Heigh (it) B B B B B B B B B B B B I B B 0.15 14.4 15.9 17:5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57 8 63.7 20 14A 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 63.7 25 14.4 15.9 17.5 19.1 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 63.7 30 14.4 15.9 17.5 19.1 20.8 24A 28.3 32.5 37.0 41.7 46.8 521 57.8 63.7 35 15.1 16.6 18.2 19.9 21.7 25.4 29.5 33.9 38.6 43.5 48.8 54.4 60.2 66.4 40 15.7 17.3 1 -190 20.7 1 -22.6 26.5 30 7 35.3 40.1 45.3 50.8 56.6 62.7 69.1 45 162 17.9 19.6 21.4 23.3 27.4 31.7 36.4 41.5 46.8 52.5 58.5 61.8 71.4 50 111.7 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 17,7 18.9 20.7 22.6 24 7 289 33.E 38.5 43 8 09.5 55.5 61.8 68.5 75.5 2FS 10D 6 28.2 31.0 33.8 36.9 3.3 00.2 57.6 4. 82.9 24 102.4 112.9 Table 4, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category C, Wind Speed (3-secondgust) 100 105 110 115 120 130 140 15D 160 170 180 190 200 210 Heigh ( it) C C C C C C C C C C C C C C 0. 15 17.5 19.3 21.2 23.2 25.2 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 77.3 20 18.6 20.5 22.5 24.6 26.7 31A 36.4 01.8 47.5 53.7 60.2 67.0 74.3 81.9 25 19.4 21.4 23.5 25.6 27.9 328 38.0 43.6 49.6 56.0 62.8 70.0 77.6 85.5 30 20.2 223 24.5 26.7 29.1 34.2 39.6 45.5 1.8 58.4 65.5 710 80.9 89.2 35 20.8 23.0 25.2 27.6 30.0 352 40.8 46.9 53.3 60.2 67Z 75.2 83.3 91.9 40 21.5 23.7 26.0 28.4 30.8 36.3 42.0 08.3 54.9 62.0 69.5 77.4 85.8 94.6 45 22.0 24.2 26.6 29.1 31.6 37.1 43.1 494 56.2 63.5 71.2 79.3 87.9 96.9 50 22.5 24.8 27.2 29.7 32.4 38.0 1 50.6 57.6 65.0 72.9 81.2 89.9 99.2 55 22.9 252 27.7 30.3 33.0 38.7 44.9 51.5 58.6 8.2 74.2 827 91.6 101.0 4 1 100 32.6 35.9 39.4 43.1 4&9 55.0 63.8 73.3 834 94.1 105.5 117.6 130.3 143.6 Table 5, Allowable Stress Design - Component and Cladding (C&C) Pressures (PSF) to be Resisted at Various Wind Speeds - Wind Exposure Category D, Wind Speed 3-second ust) 100 105 110 115 120 130 140 15D 160 170 180 1 190 1 200 210 Height ( it) D D D D D D D D D D D D D D 0- 15 21.2 23.4 25.7 28.1 30.6 35.9 41.6 47.8 54.4 61.4 68.8 76.7 85.0 93.7 20 22.3 24.6 27.0 29.5 32.1 37.7 43.7 50.1 57.0 64.4 72.2 8DA 89.1 98.2 25 23.1 25.5 28.0 30.6 33.3 39.0 45.3 52.0 59.1 66.8 74.9 83.4 92.4 101.9 30 23.9 26.4 29.0 31.6 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 105.5 35 24.5 27.1 29.7 32.5 35.3 41.5 48.1 55.2 62.8 70.9 79.5 88.6 98.2 108.3 40 252 27.7 1 -30.5 33.3 36.2 42.5 49.3 56.6 1 -64.4 72.7 81.5 90.9 100.7 111.0 45 25.7 28.3 31.1 34.0 37.0 43.4 50.3 57 8 65.7 74.2 83.2 27 102.7 113.3 50 26.2 28.9 31.7 34.6 37.7 4.3 51.3 58.9 67.1 75.7 84.9 94.6 404.8 115.5 55 26.6 29.3 32.2 35.2 38.3 45.0 52.2 59.9 68.1 76.9 86.2 96.1 106 4 117.4 100 37.0 00.8 44.7 48.9 53.2 62.5 1 •12.5 83.2 94.6 106.8 119 8 733.4 147.9 163.0 Tables 3, 4. and 5 are based on ASCE 7.10 and consistent with the 2012 IBC, 2012 IRC and the 2014 Florida Building Code RONALD I. OGAWA ASSOCIATES, INC. 16835 ALGONQUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-847-4595 FAX PROJECT: RIO.2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@Jameshardie.com Table 6, Allowable Wind Speed (mph) for HardiePanel Siding (Analytical Method in ASCE7-10 Chapter 30 C&C Part J and Part 3)e ,:10QV,+ f1 C. 7OGfA,'Y,920121BC, 2014 FBC 2012 /SC, 2014 FBC d' 4u •F'; G 2412 9', STICTE F i0 RIDp•-' L (, G\ I,,, , RED++;`i``\`` Coefficients used In Table 6 calculations for V. Allowable, Ultimate Design Wind. Speed, 3- second gust mph) Allowable, Nominal Design Wind, Speed. 3- second gust mph) Applicable to nxittxds specified in [201218C, 60e01 esoetSemdned 12012 IBC, 2014 FBC) Figures Milk S. or C. Applicable W me0lodsvj- 7 thr UQh3of14 )j20 122IInC. 16p9. 1.7. Wind exposure category Wind exposure category Siding K, Product Product Thickness inches) Width inches) Fastener Type Fastener Spacing Frame Type Stud Spacing inches) Building r Height'' feet) B C D B C D Awwable Design Load jPSF) Ecp B Exp C Exp D Ke Ke CC. GCO HardiePanel® 5/16 48 6d common 6 2X4 wood Hem - Fir 16 0. 15 186 168 153 144 130 118 49.7 0.7 0.85 1 03 hs60 1 0,85 14 0,18 20 186 164 149 144 127 116 497 0.7 0.9 1.00 1 0.a5 1.4 0.18 25 186 160 147 144 124 114 49.7 07 0.94 1.12 1 0.85 1.4 0.18 30 186 157 144 144 121 112 49.7 07 0.98 1.16 1 0.85 14 0.18 35 182 154 142 141 120 110 49.7 0.73 1.01 1.19 1 0.85 1.4 0.18 40 178 152 141 138 118 109 49.7 0.76 1.W 122 1 0.85 IA 0.18 45 175 150 139 136 117 108 49.7 0.785 t.065 t24b 1 O.BS 7.4 0.18 50 172 149 138 134 115 107 49.7 0.81 1.09 727 1 0.85 1.4.0.18 55 170 147 137 132 114 106 49.7 0.83 1.11 1.29 1 0.85 1.4 0.18 60 168 146 136 130 113 105 49.7 0.85 1.13 1.31 1 0.05 1.4 0.18 1D0 139 124 116 108 96 90 49.7 0.99 126 1.43 h>60 1 015 1 a O 18 HardiePanel® 5116 48 6d common 4 2X4 wood Hem - Fir 16 D- 15 233 212 192 lei 164 149 78.7 0.7 0.85 1.03 hS6D 1 0.85 1A 0.18 20 233 206 188 181 159 146 76.7 0.7 0.9 1.08 t 0.85 14 0.18 25 233 201 185 181 156 143 78.7 O.7 10.94 1.12 1 0,85 14 0.18 30 233 197 181 181 153 140 78.7 0.7 0.98 1.16 1 0.85 14 018 35 229 194 179 177 151 139 7B.7 073 1,01 1.19 1 0.85 1.4 018 40 224 192 177 174 148 137 78.7 076 1A41 122 1 095 1.4 0.18 45 220 189 175 1 171 147 136 78.7 0.785 1.065 1245 1 0.85 1.4 0.18 50 4 187 173 3 145 134 78.7 0.81 1.09 1.27 1 0.85 1.4 0.18 55 214 185 172 166 144 133 79.7 0.83 1.11 129 1 O.PS 1.4 0.18. 60 212 184 171 164 142 132 78.7 0.85 1.13 1.31 1 0.95 14 0.18 100 1 175 155 146 136 120 113 78.7 0.99 126 1.43 h>60 1 10.85 1.0 0.18 HardiePanel® 5/16 46 coad 6 2X4 wood Hein - Fir 24 0- 15 147 134 121 114 103 94 31.3 0.7 095 7.03 hS6D 1 0.55 1.4 0.18 20 6. 7 130 119 32659 101 92 31.3 0.7 0.9 1.08 1 0.55 1.4 0.18 25 7 127 116 5 98 90 3t3 0.7 0.94 1.12 1 0.85 14 0.18 3D 147 124 114 114 96 89 313 0.7 o.98 1,16 1 0.85 1.4 0,8 35 144 123 113 112 95 1 87 J7.3 0.73 t.01 1.19 1 0.85 14 0.18 40 141 121 112 1D9 94 86 31.3 0.76 1.04 122 1 0.85 1.4 0,18 45 139 119 110 1D8 92 86 313 0.785 1.065 1245 1 0.85 4.4 0./8 50 137 118 109 106 91 85 31.3 0.81 1.09 127 1 0.85 1.4 0.18 55 135 117 108 105 91 84 313 0.93 1.11 129 1 0.e5 1.4 0.18 6D 134 116 108 103 90 83 313 0.85 1.13 7.31 1 o 85 1.4 0.18 100 111 98 92 86 76 71 31.3 0.99 1.26 1.43 jh>60 1 0.85 1.0 0.18 HardiePanel70 5/ 16 48 acommon4 2X4 wood Hem - Fir 24 0. 15 182 165 150 141 128 116 47.7 0.7 0.95 1.03 hS60 1 0.85 1.4 0.18 20 182 160 146 141 124 113 47.7 0.7 09 1.08 1 0.85 1.4 0.18 25 182 157 144 141 121 ill 47.7 0.7 0.94 1.12 1 0.85 1 -1.4 1 0.18 30 182 154 141 141 119 109 473 0.7 0.98 1.16 1 0.85 14 0.18 35 178 151 139 138 117 108 47.7 0.73 1.01 t.19 1 0.85 1.4 0.18 40 174 149 138 135 116 107 47.7 076 1.W 7-MR- 7 0.85 1.4 0.18 45 172 147 136 133 114 106 47.7 0.785 1.055 1245 t O.es 1.4 018 50 169 146 135 131 113 105 47.7 0.81 f.D9 127 1 0.85 1.4 0.18 55 167 144 134 129 112 104 47.7 0.83 1.11 i29 1 o.85 1.4 0.18 60 165 143 133 128 111 103 47.7 0.95 1.13 131 1 0.85 1.4 0.18 100 13T 121 114 106 94 88 47.7 0.99 126 1.43 h>60 1 0.85 1.8 0.18 HardiePanel® 5116 48 4d, 0. 091 in. shank X 0.225 in. HDX tin in. longringshanknail 4 edge 8 field 2X4 wood SG20. 36 16 D- 15 144 131 119 112 101 92 30.0 07 0.85 1.03 hS60 1 085 14 0.18 20 1" 127 116 112 98 9D 300 0.7 0.9 1.08 1 085 1.4 0.18 25 1" 124 114 112 96 88 30.0 0.7 0.94 1.12 1 6. 55 1.4 0.18 30 144 122 112 112 94 87 30 D 0.7 0.98 1.16 1 0.95 1.4 0.18 35 141 120 111 109 93 86 30.0 0.73 101 1.19 1 0.65 1.4 0.18 40 138 118 109 107 92 85 300 0.76 1Ad 122 1 0.05 14 0.18 45 136 117 108 105 91 84 30.0 0.705 1.065 1245 1 1.4 0.18 50 134 116 107 1D4 89 83 30.0. 0.81 1.09 127 1 1.4 0.18 55 132 114 106 103 89 82 30A 083 1.11 129 1 185 14 018 60 131 113 105 101 88 82 304 085 113 1.31 1 1.4 018 100 108 96 90 84 74 70 30.0 0.99 126 1.43 h>60 1 1 10.85 1 B 018 RONALD I.OGAWA ASSOCIATES, INC. 16835 ALGONOUIN STREET #443 HUNTINGTON BEACH, CA 92649 714-292-2602 714-8474595 FAX PROJECT: RIO-2556-15 JAMES HARDIE BUILDING PRODUCTS, INC. 1-888-542-7343 info@jameshardie.txm 111nuunup' 2012/8C, 2074 FBC 201218C. 2014 FBC 2412 Allowable, Ultimate Allowable, Nominal Design Wind, Speed, Design Wind, Speed, 6, V O' V r4 STATE F 3-second gust mph) 3-second gust mph) y ; V Applicable to methods...........p` specified in 1201215C. ApplIcaae to methods Exceptions; 2 TpoCe2D14FBC) Section peethroun 3 IBC' E 7608.1.7. as determined 12012ISC. 2014 FBC] 2014 FBC) Section Figures 1609A. B, or C. 1609.1.1, Coefficients used in Table 6 calculations for V. Wired exposure category Wind exposure category Siding V. Product Stud Building Allowable Product Thickness Width Fastener Fastener Frame Spacing Heigh?-? B C D B C D Iincites) inches) Type Spacing Type inches) feet) Load PSF) Exp B Exp C Exp D Ka Ke GC. GCB D-15 198 180 163 153 139 126 56.6 07 0,85 1.03 hs60 1 0.85 1.4 018 Min. NoB X 20 198 175 159 153 135 123 566 07 0.9 1Oa 1 0.85 14 O.te 25 198 171 157 153 132 121 56.6 0.7 0.W 1.12 1 0.85 1.4 0.181. in, long X Min. No. 30 198 167 154 153 130 119 56.6 0.7 0.98 1.16 t 0 85 1.4 0.180.323 in 20 gauge 35 194 165 152 150 128 118 W6 0.T3 1.01 1.19 1 0.85 1.4 0.18headX3.625 40 190 162 150 147 126 116 56 6 0.76 1.04 122 1 0.85 1.4 0.18HardiePanelS11448 diameter 6 in. X 16 45 167 161 148 145 124 115 566 0785 1.065 t245 1 0.65 1.4 0.18ribbed1.375 in 50 184 159 147 143 123 114 56 5 0.81 1.09 1.Z7 1 0.85 1.4 0.18buglehead metal 55 182 157 146 141 122 173 56.6 0.83 1.11 129 1 0, 1.4 0.18Stud screw' 60 180 156 145 139 121 112 S6b 0.85 1.13 1.31 1 0 85 7.1 018 100 149 132 124 115 102 96 56.6 0.99 126 1.43 h>60 1 10.85 1.8 0.18 0.15 146 132 120 113 102 93 30.6 07 0 85 1.03 hs60 1 0.85 11.4 0.18 Min. Nob X 20 146 128 117 113 99 91 30.6 0.7 0.9 1.00 1 0.85 IA 019 25 146 126 115 113 97 89 30.6 0.7 0.94 1.12 1 0.85 1.4 Ole1in. long X Min. No, 30 146 123 113 113 95 88 30.6 0.7 098 1.16 1 0.85 1.4 0.18OZ73in20gauge 35 143 121 112 110 94 B6 30.6 0 73 1.01 1.19 1 0.85 1.4 0.18headX3.625 40 140 119 110 108 93 85 3D.6 0.76 1.04 122 1 0.85 1 4 0.18HardiePaneND1/4 48 diameter 6 in. X 24 45 137 118 109 106 91 85 30.6 0 785 1.065 1245 1 0.55 1 a 0.18ribbed 1.375 in 50 135 117 108 105 90 84 30.6 0,81 1.09 127 1 OAS 1.4 0.18buglehead metal 55 134 116 107 104 90 83 30.6 0,83 1.11 129 1 0.85 1.4 0.18stud screw' 60 132 115 106 102 89 82 30.6 0.95 1.13 1.31 1 0.85 1.4 0.18 100 109 97 91 85 75 70 30.6 0.99 126 1.43 h>60 1 10.85 i's 0.18 ETaF 0.15 198 180 163 153 1 139 127 587 0.7 OAS 1.03 hs6D 1 0.85 1.4 0.18 20 198 175 160 153 135 1 124 56.7 0.7 0.9 1.08 1 0.85 14 0.180.100 in. 25 198 171 157 153 132 121 56.7 0.7 0.94 T-12 1 O.e5 1.4 0.18knurledMin. No. 30 198 167 154 153 130 119 56.7 0.7 1 0.98 1.16 1 0.95 1410181shankX20gauge 35 194 165 152 150 128 118 56.7 073 1.01 1.19 1 O.B5 1.4 0.181.5 in rang 4 edge X 3.625 40 190 163 150 147 126 116 56.7 076 1.04 122 1 0.85 1.4 018HardiePanel® 5/16 48 X 0.25 in. 8 field in. k 16 45 187 161 149 145 124 115 56 7 0.785 1.065 1215 1 0.85 1.4 018head 1.375 in 50 184 159 147 143 123 114 56.7 0.81 1.09 127 1 0.85 1.4 018diametermetal 55 182 157 146 141 122 113 56.7 0.63 1.11 1.29 1 0.850011 1.4 0.18pin stud 60 180 156 145 139 121 112 56.7 085 1.13 1.31 1 1.4 0.18 fasten? 100 149 132 124 115 102 96 56.7 0.99 126 1.43 h>60 1 OAS 1.8 0.16 ETBF 0.15 153 139 126 118 107 98 33.7 07 0.65 1.03 hs6D t 0.85 1.4 0.1e 20 1 153 135 123 118 104 95 33.7 0.7 1 0.9 1.Oe 1 0.85 1.4 0.180.100 in. 25 153 132 121 118 102 94 33.7 0.7 0.94 1,12 1 085 1.4 0.18knurledMin. No. 30 153 129 119 116 100 92 33.7 0.7 0.98 1,16 1 0 85 1.4 0.16shankX' 20 gauge 35 150 127 117 116 99 91 33.7 0.73 1.01 1.19 1 0.95 1.4 0.181.5 in long 4 edge X 3.625 40 147 125 116 114 97 90 33.7 076 104 1.22 1 0.85 AA 0.18HardiePanelS5/16 48 X in. 8 field in.X 24 45 144 124 115 112 96 89 33.7 0.785 1.065 1.245 1 0.65 1.4 0.18headhead 1.375 m 50 142 122 113 110 95 88 33.7 0.91 1,09 1.27 1 O.tU 1.4 0.18diametermetal 55 109 94 87 33.7 0.83 1.11 1.29 1 0,85 1.4 0.16 pin stud 60 ibu 107 93 87 33.7 0.85 1 13 1.31 1 0., t a 0.18 fastener' 100 89 79 74 33.7 0.99 1.26 1.43 h>60 1 0.85 1.8 0.18 i. aiaews sna peneirate ale meta, iraneng ai least mree iuii inreaos. 2. Knurled shank pins shall penetrate the metal framing at least 1/4 inch. 3. Building height = mean roof height (in feet) of a building, except that eave height shall be used for roof angle O less than or equal to 10' (2-12 roof slope). 4. Vult a the ultimate design wind speed (3-second gust mph) as determined by 12012 IBC, 2014 FBC) Figures 1609A. 1609B, or 1609C; ASCE 7-10 Figures 25.5-M 26.5.113, or 26.5-1C. S. Vasd.= the nominal design wind speed applicable to methods specified in Exceptions 1 through 3 of 12012 IBC, 2014 FBC] Section 16D9.1.1. 6. The wind speeds in 12012 IBC, 2014 FBC) Figures 1609A, 1609B and 1609C are ultimate design wind speeds. Vull, and shall be convened in accordance with [2012 IBC. 2014 FBC) Section 1609.3.1 to nominal design wind speeds, Vasd, when the provisions of the standards referenced in 12012 IBC, 2014 FBC] Section 1609.1.1. Exceptions 1 through 3 are used. 7. Linear interpolation of building height and wind speed is permitted. 8 Wind speed design assumptions,per Analytical Method in ASCE 7-10 Chapter 30 C&C Part 1 and Part 3: Kr=7, K4=0.85, GCp -1.4 (h560), GCp 1.8 (h>60), GCp=0.18. LIMITATIONS OF USE: 1) Fastener pullout must be evaluated when installed a species of wood studs other than that which was tested. PROJECT RIO-2578.15 ENGINEERING EVALUATION REPORT FOR ATTACHING JAMES HARDIES) 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 EVALUATION SUBJECT r . c '. __.2' EVALUATION SCOPE EVALUATION PURPOSE-. ' 2 REFERENCE REPORTS 2 TEST RESULTS . _ - . 2 TABLE 1A, RESULTS OF TRANSVERSE LOAD TESTING 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 DESIGN WIND LOAD PROCEDURES - • • - • i . 3 TABLE 2, COEFFICIENTS AND CONSTANTS USED IN DETERMINING VAND p _ 4 TABLE 3, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE B 4' TABLE -4. ALLOWABLE STRESS, DESIGN -C&CPRESSURES EXPOSURE.0 - 4*' TABLE 5, ALLOWABLE STRESS DESIGN C&C PRESSURES EXPOSURE D = 4 TABLE A, ALLOWABLE WIND SPEED (MPH). FOR HARDIEPANEL SIDING 5-6- AS PRODUCT EVALUATOR, THE UNDERSIGNED CERTIFIES THAT THE LISTED PRODUCTS ARE IN COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7-10, THE 2014 FLORIDA BUILDING CODE, AND THE 20i 2 INTERNATIONACBUILDING CODE. PREPARED BY. RONALD 1. OGAWA& ASSOCIATES, INC. 16835 ALGONQUIN STREET #"T HUNTINGTON BEACH, CA92649 714-292.2602' 7.14-847.4595 FAX- N I RONALD 1. OGAVIAASSOCIATES, Mr. 1SS35AWONOUIN STREET •443 HUNTINGTON BEACH, CA 92649 7) 714-292-250Z; (F) 714-647-45M PROJECT: RIO-2m 15 EVALUATION SUBJECT Har,dlaPanoW Siding James Nokle Product Trade Name& covered In thb evatuatlon: HareiePandt Siding. CanpaneS Sici tp. Prevail" Pend Siditp EVALUATION SCOPE: ASCE T.10 2014 Florida Suflift Cede 20t2 vmn umw BUBdirlg Coda 2012 ogwndiaal Residentd Cade EVALUATION PURPOSE: This snalysis b to dmannkm tM mswi ourn design 3•aswm oust wale -pole tc ba M3414 1 by an aasemby Of NardloPbmW (Cahoart 4. Progi PsM0 edlrp astenod to vmw termos en et wwod or nww wr&p wth rolls or saws, REFERENCE REPORTS: 1. trsortok Royon 10=4363000-001A. Tmswsa bad test on NarciePwaL TEST RESULTS: Table is. Result of Tntneverae Load Tasting Frame FaCcnm Mims" AAowv'4s Taal Tri iwaaa Spadr-0 SPsdrp Fastener Ttye. Lord Deuon tsadt P&-,m Number A at.) WdM An.1 Fame T r fh. in.) and Dbwnd= lPSfl ipsn Falm Made 10207s363CO"O1A htlenek 0.3125 48 2x4MoodaNd.3WN&"3.5' to 6 Ift ax1.25-wex0.323•HD 1W.7 53.6 It LtlaObxlflnCtera Mich SPF baling Mil ed buys Mad mews IGM4363CO0401A buatek 0.3m de 20 Yioo Iwo 3W Mick by 3.5- 16 a No, a x 125- brig x 0.3Z3' HD 13t.4 3$ PLOD anargl: vide SPF 1lsnrg nwAd Mqw het eae+vs 102M4363000.00fA btanek 0.3125 49 lx4 wdad ". W Vick by 35 16 12 140, 8 x 125• loop x Dam MD 106.1 354 WA ddatl,'I.'1MicaSPFhmngdatedWooroadsaws t0202s363COP00tA Mtst•4tlt OA175 4a 7X4 rood ". 3K' tope by 3.5' 18 8 ORW shank X 0215' HD x I t<7$ 4:2 ptAlihmtryl/Mtutaw10eSPFtt+rM bn;leinpWrtnsi 102020Git:00-0OfA. Mmne 0.31t5 4e 2x4 wood iwd. W trdyc by 3S z4 a No. a X 125' nary X 0,323 HD 02.7 27$ trn41 tvoup!1 ArecunWideSPFhsrigriabedbttg!e be ecrewe 1.A4 123INWe were etsaued On tU?Mg w r.%%K POnCUINU n eao e1e nenurp MnUars. 2. ASavab4 load :s determined from demist Load dlvidep by a actor a amely of 3. 3. Far"Panol Siding emplies rf7t ASTM C1186, Standard Specfaabon far a'ede A. Type A XWo esbes7s FLwACemere Ha! Snorts. Table ib. Analysis of Albwable Load for ei Scraw&I IV O.C, 98 Screw Spate Fastenv Saes (in. 6 12 Frame (e1. t6 16 FaatertaTro amafRr beg 1.33 M43.1 Abwrable sad ttl. ale 3S s Iroiviyud »staler bad ft. 38.9 472 The tas•Jdwr bed for all wow at IV O.C. was, taladated as Ine avenge of the tee& M, Me to: r and tr O.C. The allowable bad em ere screw st UK spaono of to O.C. bid hoeing can Do calaAstd by i nterpotavp Co results of dame fastener at 81 and 12' O.C. airris bai eta And send faliure merle d tasltsw PLO ambgh tram Vw patols.la altewll in Ve laEkt, 0tlt allowable load t*r 98 saws 41a:41ed at tC O.C. to wood hwnng is 38.8 pet. Justification of Using Ow Results on Light Cm ups, Steel Framing to the stmjea tajdtptaal ts, ao faalsron-rare aosete4 b Mmp OW so whattar Un Mri% a scutod b wood or died ftsnhM odes rot al[w ps,nea' bTalsvorso lend caba7ay. L'a the p *d englnm responsiNktir tp ensure d» fu vnp abtymers eta earning MDMCren 11) taW WFORM bad OPatrbas. RONALD L OGAvAASSOCtATES. tM 16(l35 AL.GONOLlIN STREET A"3 NUWTINGTON BEACH. CA 92649 I) 71e-292.2M (F) 714.U7.4505 PROJECT: R)0-2578.iS DESIGN WIND LOAD PROCEDURES: Rlw-cerrwd simng ushsverse load cwwlV Ivdrd bad cmpadty) b dou"Mi nod vis cwnpbnw asap ueanswrse load mbar ba candares. Vta re mwworw "a us:in; an stlowaate nestm bac is 0gwn nhW band on a UM CO %a" of 3 a1;1- It, the utanea too lad. Equation 1, gr0.00256'It,•K,'1(,•N (mt. ASCE 7-10 e?ru:an M-1-7) 0.. vebdt7 gross.. n tw4m I K . velocity or.aauo emoruis coo:0derd evahuted at height: K.,topognphktactor Equatlen 2, of.. wind 4nd3ona[i7 factor V. tustc wind sPead 04ecvnd gua MPIn ai demrminednom 2012 IBC Ffpues IGDg . B, r C: ASCE 7.10 Fl; nros 26.b1A, B, r C VN. ( W.. 2012 ®C Soction VW2.1 da5rUwW V. , wil— deryn wind speeds (bsecotd gust MPH) detam'sad ban 2012 WC Figures IGMk S. or C`. ASCE 7.10 Fpum 265-1A. B, or G Equation a, P`%,(Gr--G u) (w.. ASCE7-10 ao:u:mn 30.6.1) GCv . Roda of uaderrad Pnssue we-Woru end ama11ect taGr GC.. Wawa of Internal oeeuurs coemeent and pu n faea bar P . dafgrl pr— (PSF) ter siding (allowable ftW bad for sWi r) 7o demmine desrrn Pressana. VACMYJa q, lrao Equaban 3. Equation a. pw0.002wN-lvr,-V.w( :,GC.) Aaowadb Soesz Design. ASCE 7.10 Sec -lien 24.1. load ernStrrSon 7 Equation a, ObD - Maw (ref. ASCE 7.10 M00on 2.4.1, And our4(naion 7) D . osad bad . W , wino bad To assemble the Atlouwrbr Seas rwspn Pan,-". awil the bad barn for W (*Iasi) Dam Eooalmn a so p (desipn p'OUL e) owerrdnod Dom equaclo n 4 Wftn a. pr • 0A IP) Erauallon T. P., • 0.6'(0.f»'K•K..•K'V.'•(Gr,,.GC.)) Eota:on 7 is owed ro peP;ule rablr 3; I, end S rD denim ! rw pro.aaw abw wimm eas)c wad aDeaa for #.bade Sidnp to, 7bab 6. sa`.o Eamton 7 far 1p Egwdon 0. V. •tp-oO.6.0..0256'K'IVK.'(GC.-C-C.))ss A *-Ve to --s gecC d)n Eaaytiaa t 00"h 3 W 201219C Section 160D.t.1., to do amino 9w acowsWr normal despo %*id speed Ne37) farmse--;e Sidalg in Teek C. 0A* Inv wrroersbn Nmw)i betow Equation a, V- w V. • (0.610 OW. 201219C Se: )oh 760i.3, 1) f , Nw. wuV designvied speed (3-tamnd punt mph) (re. 20:219C Se:on 1602.1) f 1a' fIQ` 0A 11 — 4 = o STATE O;' • FC0R10P % 1 FS8/0NA . " II' RONALD 1. OGAMASSOCIATES. INC. 16835 ALGONOUIN STREET Cat3 HUNTINGTON BEACH, CA 82649 T) 714•292.2602: (Fi 714-W-4595 PROJECT: RIO.2578.15 Table i CtleRiclalns and ConslaNs used In Detarlldnbip V and p, t2 ti Ortac>®tom 0.7e5 ate uc 1 o.e lA 311 50 .et 1.09 It. 1 O.e -/.d O.lb - • 55 1.75 1 I 1 • -l.a . 01111, - 00 0, L:3 131 , Ode -lA O.te • ', - lOD t2o L n n .t Table 3, Allocable Sbeas Deslpn - Component and Cbddinp (CiC) Preseuns (PSF) to beRasbLd it VaA6w Wind Spada -child Expos" Category B, . . memo UlM MUM mciam 91m®MCUME WaRME]3M m3htmammE3] MLxmM nm mclim Emm<F3m=am=11mmmW.Alm Table a, ADoaable Strese Dealgn - Co nponerd end Cbddeng (CSC) Pmemium psi) to be Rsslited at Vati0M Ydlnd Seeds - Wlnd Eaposuta Category C,' f t•ae'S,W 1 1w 11 11 1 0 1 1a 1 1 b 1 1 1 C 0. 1b71 19 41.2 d 2 a 3a c 9. B 1 70 MG 795 22, 2c.6 1.4 a64 41. c L3.2 L .D 43 Jl, 25 194 • 214 5 56 2. a Ja.O s36 4i.6 a U 0 30 20? 2L3 7c, 26. 29.1 Jc2 39.6 J5. 1.6 5e.a 4S 5 73.0 D.9 DD 20E- 23.0• 2 2..6 O c0.e b.9 3 9 t 0 Da 9 e3 cJ5. dat,a22. 0 242• 70.6 29,1 31.6 J ./ 43_t • c94 2 1. 3 b .0 W.9 Za. 2 9, a,t 50 6 6:.0 2. li:: e9.a 997 5 Z . J0. J3. Z..te.9 t. 66..1 i4.2 62.7 1.6 i01A 10D 326 i •35,5 1 -394 1 a3.1 1 i6.9 1 550 1 <136 1 -733 1 •63a 414.1 1 -105.5 t17A M!j ts3.6 Table 6, AD11aoble Sboss Design. Compororo and Cbddirlg (CSC) Pressures (PSF) to be Resisted at Vadous Wind Speods - W M Exposun CategoryD. - AM Spawc 1 secwc use 10D 105 Ito 11 • 120 130 140 150 1 1, 1PA 193 I10 21 tk t1t1 0 6- D D 0 D V0 D- let 12 23 • A A 41.6 a , a t•c • 9 6. 45.0 83.7-7 216 27, 0 2b5 32t 7 57.0 L 1 532?0 25S. t 7. 76 30 3 9 J 320 59./ b 74,b as 924 101.9 3D 01. 3 69. e0e 65. TOS. 7c. 2 . 7 29. M-5 3 tl, iB 1 2 L2 5 0 9 79.5 6db 3e.2 s0e.3 4D JD. J3,3 c fats 2, imt. 90.9 45 75. 483 31.1 0 3m 0 c3 c 5 .6 65 - a.7 e,7. 4-L 1Dj. 71 .3 6 a 1 Jc, r/.3 513 5e.9 6 .t 5. ae 9 i:.e IC: t1 . 55 6 293 322 352 3a,3 5.0 522 1 76.9 SS2 06.1 06c 1-7,d t r IOU o 1 9. ac, 1. 6 700C lr 24 4fv1 Tables 3, s. and S a -a based on ASCE 7-10 and mnFCen tram D1e 2012 IBG 2012 IRC _.. .._ . • , , . _ . •. .. . , -- , ' _ lotpGAW C SSA 19J10NX` of t t 4- w. ocAvaA_sc•.•v.7Es. ulc. ISb75ALG0ArJNOTREr10"S NtY.'rV=TON 5EAZK CA UP$ M TlLL2S2-Xqa. M 714447-4595 PROJECT, RIO•ZS7 1S J;AES KWOR Mwim3 PRO'JUC75, Mc. i'DD"mes:trJemlo AMe ti "vwMb a ww4 Oorett ( )1Dr M*nW@nd ONLp (A11at)'llp7 MriD00p ASCE 1.10 ChWw 30 C[C Pot 1 aM Pan u W...J1 al.. • _ ` _ eb+e01t,10elrA W1t71\MIl Bp••'O. _ .•• •• ' Ta:iaW\10.1.1. 'ttarld "n mi. C:MI rw.Lw Ps2 ta:. n,.,y,a pol:laq ragrta...11ollti a, aga.Irtls tJ. - r - I ..ronte.Y.. R1iaa eliise" Tro1sq Nam, 1 Fert.M 77e F07w1 iptapInl i+rnl•170• ear i:esptits O,Iq,q 11Lyofo. it) D1 G 0 S C D Irs1: . 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MM-6.01:2,04 j 0GAW4 I STATE 0 Off:'• FL0Ft10 sSi0N AL O am W REPORT NUMBER: 102024363COO-001A ORIGINAL ISSUE DATE: April 1, 2015 REVISION DATE: April 30. 2015 EVALUATION CENTER INTERTEK TESTING SERVICES NA LTD. 1500 BRIGANTINE DRIVE COQUITLAM, BC V3K 7C1 RENDERED TO. JAMES HARDIE BUILDING PRODUCTS, INC. 10901 ELM AVENUE FONTANA, CA 92337 L,Wt Q;1.OGq ' 21 S TA Report of HardiePaneIS tested in accordance with ASTM E330-200212014, Standard Test Method for Structural Performance of Exterior'Windows, Doors, Skylights and Curtain Walls by Uniform Static Air Pressure Difference PRODUCT EVALUATED: HardiePanei® EVALUATION PROPERTY: Transverse Load Testing This report is for the exclusive use of Inte,^tel s Crent and is provided pursuant to the agreement between Interek and its Viert. Interteks responsWilty and liabtlity are limited to the terms and conditions of the agreement. Interek assumes no habilky :o any parry, other than to the Client in accordance with the agreement, ror any loss, expense or damage occasioned by the use of Ois report Only the Client is authorized to copy or distribute this report and then only in Its entirety. Any use of the Intertek name or one of is marls for the sale or advertisement or the tested nnzterial, product or service must first be approved in writing by Interek. The observations and test results in this report are relevant only to the sample tested This report by itselr does not imply that the material, product, or serv%ce is or has ever been under an Interek certiri,:ation program. James Hardie ButidbV Products, tnc. Report No. 102024363COO-001A 1 Table of Contents April 30.2015 Page 2 o0 7 iTable Of Contents..................................................................__..........................................2 2 Introduction........................................................................................................................ 3 3 Test Samples..................................................................................................................... 3 3.1. Sample Selection........................................................................................................ 3 3.2. Sample And Assembly Description..............................................................................3 4 Testing And Evaluation Methods .......................................... _............................................ 3 4.1. Conditioning.......................................................................................................-....- 3 4.2. Transverse Load......................................................................................................... 3 5 Testing And Evaluation Results.......................................................................................... 5 5.1. Results And Observations..............................._.......................................................... 5 6 Conclusion........................................................................................................:.........._..... 6 Appendix A Transverse Load Test Data.....................................................................17 Pages RevisionSummary ............................................................................................................ 1 Page Islip,— AWq 1 W 9 FL FRV" O, Fc'''• •......• '' t S51pNA , Intertek Florida Product Approval HardiePanel° Siding For use inside HVHZ: o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA .15- 0122.04. Consult the HardiePanel product installation instructions -on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePanel Siding fastener types, fastening schedule, and installation shall be in accordance with Engineering Evaluation Report RIO-2556-15. Consult the HardiePanel product installation instructions on the follow pages for all other installation requirements. HardiePanel Vertical Siding JamesHardie EFFECTIVE SEPTEMBER 2013 INSTALLATION REOUIREMENI S RESIDENTIAL SINGLE FAMILY ONLY - PRIMED & COLORPLUS° PRODUCTS Visit wvwv.iomeshardie.00m for the most recent version. SMOOTH CEDARMILL® - SELECT SIERRA 8 - STUCCO IMPORTANT FAILURE TO INSTALLAND 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 HZ1 Oe LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONE APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 STORAGE & HANDLING: Store flat and keep dry and covered prior to installation. Installing siding wet or saturated may result in shrinkage at butt joints. Carry planks on edge. Protect edges and comers from breakage. James Hardie is not responsible for damage caused by improper storage and handling of the product. CUTTING INSTRUCTIONS OUTDOORS INDOORS 1. Position cuttirhg station so that MW will blow dust avrdy from user 1. Cut only using score and snap, or shears (manual, electric or pneumatic). and,l>ttneus in wOd(Ug area 2. Position siting station in well -ventilated area 2. Use one of the b0mvirg meBnods: a Best I. Score and srep g. Shears (manual, electric or preumaW) - NNER use a pow saw indoors b. Bettor; I. Dust reducling circular saw equipped wltha . NSS use a circular saw blade that does not an the Hadit saw blade bademak Hardw3blde'saw blade and HrPA vacuum wact on NEVER dry sweep - Use wet suppression or HEPA Vacuum c. Good: I. Dust rtdurlrng circular saw with a HardleBWe saw blade only use fa law to.MW&- to c" hportaht Plate: For manmmum protection (O.—Ms! Mspir" dostproduciiorn), James Hide reuzmmands ahvdys usrg'Best'-level cutting =! hodt where feasible, respirators can be used In oorgu rbon with above c tfi ng pradicn to lurthersedluce dust mposan Adtlitiorel "ire information is avaWe die.corn to help you detemi ne the most appropriate culling mellhod foryour job rniiremis. If, ceiti Bm stir aft about Mosure levels a you th Ule above praMes, You should always consul a qualified Industrial hAierist or contact James Hardie for ItAtlter adomlatiot. MW ICI' GENERAL REQUIREMENTS: These instructions to be used for residential single family installations only. For Commercial] MuIG-Family installation requirements go to WWW.JaMesHardieCommercial.com HardiePanell vertical siding can be installed over braced wood or steel studs spaced a maximum of 24" o.c. See genemal fastening requirements. Irregularities in framing and sheathing can mirror through the finished application. James Hardie recommends installing HardiePanel on a capillary break (rainscreentfuning) 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 iritiltratjon. James Hardie does manufacture HardieWrapm Weather Barrier, a non -woven non -perforated housewrapl, which complies with building code requirements. When installing James Hardie products all clearance details in figs. 5,6,7,8,9,10&11 must be"followed. Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10'. Do not install James Hardie products, such that they may remain in contact with standing water. HardiePanel vertical siding may be installed on vertical wall applications only. DO NOT use HardiePanel vertical sidingg in Fascia or Trim applications. Some application are not suitable for ColorPlus. Refer to ColorPlus section, page 3. DO NOT use stain, oiValk rd base paint, or powder coating on James Hardie"D 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), altematively Positionfasteners3/8" from panel edges and no closer than joints may also be covered with battens, PVC or metal jointers or 2" away from comers. Do not nail into comers. caulked (Not applicable to ColorPluse Finish) (fig. 2). HardiePanelVerticalSidingInstallation • Horizontal Joints - Provide Z-flashing at all horizontal joints (fig. 3). Framingmustbeprovidedathorizontalandverticaledgesfornailing. Figure 2 Figure 3 HardiePanelverticalsidingmustbejoinedonstud. µ,ter -resistive barrier water-reshaive barrier Double stud may be required to maintain minimum edge 1" stud ( z 4 sWd N°' r``,e `''a aRleleft nailing distances. no cs - I _ Upper panel topper pvv anel Figure1 Istud v water resistive r ' Caulk 1/ c QaD CCa Ikk 1 4. D barrier l - sheathing, r--HardiePanel Batten Joint " H" Joint F'Z-fL3sldrtp I "-Z•tleshnrg p p vertical siding /wafer -resistive barrier decorative keep nails l 2 x 4 stud . —uncut r f —band l board 3/ 8' min. l pallet panel panelfrom C1 pate oFigure 4 3/B' leave appropriane gsp between Recommendation: When O panels, than pink' installing Sierra 8. pWde Caulk Joint a double stud at panel l I moderate contact j (Not applicable to ColorPlus• FnLsh} joints h avoid railing { keep fasteners 2' I _.! AppP; caulk In accordance Oth caulk though grooves. away from corners written application instructions. For additional information oil HardleWra n" Weather Barrier, oonsuit James Hardie at 1-866-411ardie or wwnv.hardieWrap.com WARNING: AVOID BREATHING SILICA DUST Jemes Hardee• WoUb comarn respirable srystnlrme sahcs, vdodh is kno vn ID the State d California tb cum Cancer and is Considered b'/ WC and HIM to be a cause di cancer from some 06LIIp IX)Aal sdumee. Breathing encessive amounts of resarable Oka dust can also cause a disabling and potenliallylatai key disease toed slaces5, and has been linked wMh ocher diseases. Sane nA:es suggest smdong mayucrease rsw r¢ha. During ftGtrraatton a rnardling. ( 11 work In outdoor arms Mm ample vernliallon. (2,'.use liner cement shmrs to oulbrng or. vmem net feasible, use a Marl -Blade" saw blade ane dust-ioduong circular saw altacbed to a HN'A vacuum: 0 warn others in me immediate area. (4) wear a properly-Irtnd, MOS4approved dust mask or respirato (e.g. PF95) in ac ordara vAlh aedkaae government regulalions and manutachucr insbud ions to tuNher Ilmh resp6able suns a osures. During clear Irp, use FEPA vacuums or wet cleamic methods - never dry sweep. For further Inlormawn, rater to oar blss^Jlathon mstnicbons arnc Mom? Ugly Data Sheet mallaole W tc:vw jammharck. com a by allhg i-BWgHARDE (l-BDD-942.7343). FAILURE TO ADHERE To OUR wARMNGS. MSDS, AND INSTALLATION BSrf 7104S MAY LEAD To SEIpOUS PERSONA! BUM OR DEATH. Lsao- HS1236 - P1/ 3 1/13 CLEARANCES Install siding and trim products in Maintain a minimum 1" Maintain a minimum 1" 2" clearance At the juncture of the roof and vertical Maintain a 1/4" compliance with local building code 2" clearance between between James Hardie products 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.the roofing and the bottom edge of the Do not caulk gap. water siding and trim. Refer to fig. 3 on Figure 5 'b Figure 6 Ib'", oamer, Figure 8 page 1. sk%V I '' ^ : I ' I r i 1. IIt Jl I }t I Ilt J1'-2' min. cenuetelourdetron Maintain a minimum 1" gap beween gutter end caps and siding &-trim. Figure 9 gutter and end cap 1 r'2"Imire' q deck material o • foist flashing ledger Do not bridge floors with HardlePanel'siding. Horizontal joints should always be created between floors gig.10). Water - Resistive Barrier ' Framing Figure 10 { 1 Horizontal ` r FtoomV Trim I ik 1 s SheatNng fasca HardiePanel• 1 BLOCKED PENETRATIONS Penetrations such as hose bibs and holes 1 3v 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 producl-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 naiq. NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spacing to the structural member. The tables allowing direct to OSB orplywood should only be used when traditional framing is not available. Do not use aluminum fasteners, staples, or clipped head nails. Snug Flush LYN Countersunk, fill 8 add nail Figure A Figure B do not under drive nails DO NOTSTAPLE 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.11 is best to Iristatl a self -adhering membrane on the wall before the subtascia and trim boards are nailed in place, and then come back to install the kickout. Figure 11, ICickout 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 - 1 10* 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 - P2/3 8113 N 1os CAULKING For best results use an Elastomeric Joint Sealant complying with ASTM C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. DO NOT caulk nail heads when using ColorPlus products. refer to the ColorPlus touch-up section CUT EDGE TREATMENT PAINTING Caulk, paint or prime all field cut edges. DO NOT use stain, oiValkyd base paint, or powder coating on James Hardie°° Products. James Hardie products James Hardie touch-up kits are required must be painted withln 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. COLORPLUSO 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 ColorPIus® Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area with new HardiePanel® siding with ColorPlus Technology. Laminate sheet must be removed immediately after installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus° product dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your Color -Plus product dealer. Note: James Hardie does not warrant the usage of third party touch-up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are not James Hardie touch-up, will not be covered under the James Hardie ColorPlus Limited Finish Warranty. The following outlines the recommended applications for ColorPlus and Primed panels. Not all designs will be suitable for every application: Exposed fasteners or battens is the recommended application for ColorPlus panel products Do not use touch-up over fastener heads for smooth ColorPlus products - primed panel recommended For ColorPlus panel applications that require fasteners in the field, it is acceptable to use touch-up over fasteners for Cedarmill and Stucco panel only, but correct touch-up application is important. Some colors may show touch-up when applied over fasteners. Trim is recommended to cover joints when appropriate. PAINTING JAMES HARDIE* SIDING AND TRIM PRODUCTS WITH COLORPLUS• TECHNOLOGY When repainting ColorPlus products, James Hardie recommends the following regarding surface preparation and topcoat application: Ensure the surface is clean, dry, and free of any dust, dirt, or mildew Repriming is normally not necessary 100% acrylic topcoats are recommended DO NOT use stain, oiValkyd 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 RECOGNITION: In acoordance %-Ah IMES Evaluation Report ESR-1844, HardiePanel® vertical soling is recognized as a sultzble atarift to fhar specified In: the 2006.2OD9, 0 2012Intamational Residential Code for One -and Two -Family Dt-M ings and the 2006, 2009, 6 2012 Intemalimal B01fing Code. HardePanel vaGcal sk1mg Is also remgnzed for apploalim in the folnvirg: Ciiy of Los Angeles Research Report No. 2486Z Sme, of Fiona listing FL089, Dade CouMf, Fbriaa NOA No. 02-0729.02. U.S. Dept. of HUD Ataterials Release 1263c, Texas Dep~, of nnwiarre PrAc, Evaluation EC-23, City 7 Now York WA 223.93-M, and Caidomia DSA PA-019. These documents should a!so be consulted for additional information wnoemrg the suitabihly of this product for specific applications. 40 2013 James Hardie Building Products. All rights reserved: Additional Installation Information, A TM, SM, and ® denote trademarks or registered trademarks o1 James HardieTechrlology Llmiled B Is a registered Warranties, and Warnings are available at Jame$Hardle trademark of James Hardie Technology Limited. www.jameshardie.com r"I HS1236 - P3/3 6/13 MIAMI•DADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.minmidade.eov/economy James Hardie Building Product, Inc. 10901 Elm Avenue " Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable nines 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 uiiay 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" Plaines and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardicPlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSofl:tt Panel; Installation Details Wood/Metal Stud Construction", sheets I through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I.Ogawa, P.E., bearing the Miami -Dade County Product Control revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large anti Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, Plant City, Florida, and the following statements: "ASTM C 1186 Type A compliant" and "Miami -Dade County Product Control Approved" is to be located on each siding plank or panel and per FBC 1.710.9.2 and 1710.9.3 on soffit' panels. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of fts product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided -to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA N 13-0311.07 and consists of this page I and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Uh era, P.E. NOA No. 15-6122.04CDADECOUNTY Expiration Dale: May 1, 2017 Approval Date: April 9, 2015 JZp15' robe x -- James Hardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted i(nderNOA # 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 "Submilted 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 A10A # 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 Regulatoiy and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 51h edition (2014) FBC issued by Ronald 1. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa, P.E. O3/3c/Za 1S Carlos M.• UIrera, P.E. Product Control Examiner NOA No. 15-0122.04 Expiration Date: May 1, 2017 Approval Date: April 9, 2015 WALL I D AI A WALL LF-NGTI1----jStudSpacingat16'O.C. B4 1 I J 7W" z Of BH Naas at 16" O.C. (typ.) 31w Minimum Edge Distance Sheathing fastener, as described in Note 1 Panel fastener, as described in Note 2 wri tfloii ` R w 1 HardiePanel, Cempanel, i prevail Panel Siding an Cad ' water -resistive barrier per Florida Building Code Section 14042 5W, thick / 5 ply APA rated plywood sheathing fastened in accordance with Florida Budding Code Section 2322.3 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. SEE DETAIL A T— 518" thick /5 ply APA rated plywood Shea"in acoodanoe with Florida SwIdng Code Section 23= Lw aler-resistive arrier per Florida lding Code eclion 1404.2 Z X 4" S-P-F Wood Studs HardiePanel, no B-6 Cempanel, Prevail Panel Siding PRODUCT DESCMPTI_ON HardePanel®, CernpaneIV, & prevail® Panel Siding materials are nonasbestos fiber -cement products bested in accordance with ASTM C1186 Grade 11, Type A and meeting the requirements of the Florida Building Code. PANEL DIMENSIONS Width Length Thickness N 8,9,10' 5116" DESLGN PRES_S_URE RATING Installation Design Pressure Wood Studs -76 psf Impact Resistant — Planks installed over 5/8" thick / 5 ply APA rated plywood sheathing HARDIEP 4NELgEMpANELLPREVAIL ANEL SIDING INSTAU— —ON DE A{LiS All installation shall be done in conformance with this Notice of Acceptance, the manufacturer'sinstallationrecommendations, and the applicable sections of the Florida Building Code. Wood studs where HardiePanel, Cempanel, Prevail Panel Siding will be installed shall bedesignedbyanEngineerorArchitectpertheFloridaBuildingCodeandtherequirements of this N.OANote 115/8" thick / 5 ply APA rated plywood sheathing shag be attached to the studs in accordance with Florida Budding Code Section 2322.3. APA rated plywood sheathing supporterThesidingpanelsshagbeinstalledover5/8' thick 15 ply by a minimum of 2"X4" S-P-F wood studs spaced a maximum of 16" O.C. Note 2] The siding panel fastener shall be a T long, 0.223" head diameter, 0.092" shankdiameter, corrosion resistant siding nail; the fasteners shag be spaced at 6" O.C. at panel edgesandintermediatestuds; the fasteners shall be driven through the 518" thick / 5 ply APA rated plywood sheathing into wood studs located at 16" O.C. Fasteners shall have a minimum edge distance of 30' and a minimum clearance of 2" from comers. Creator. E Gonzales HARDIEPANEL. CEMPANEL PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 DAG NO I REV A I I PNL-PLKSOFF Date: 4/24=13 jm'WT 1 OF 12 Fastener Spacing per Florida Building Code.Section 2322.3 I I\ Fastener Spacing per Florida Building Code Section 2322.3 I I . mowcr aEvIsED ae,eomplyimg aim the Flo" qQ&w•. vivo 1a'-c'7 BY Cladding Framing Sheathing I Iu o sY ,-* I _ = o F4o FRAMING NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH-3-1/2" 16d COMMON NAILS (2 PER TOP AND FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE BOTTOM CONNECTION) NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WCTH THE FLORIDA BUILDING CODE AHE47HING NOMINAL 5/8" THICK/ 5 PLY APA RATED PLYWOOD ° HARDIEPANEL, CEMPANEL, PREVAIL PANEL SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA INSTALLATION DETAILS WOOD STUD CONSTRUCTION BUILDNG CODE SECTION 2322.3 CLADDIJ_G James Hardie Building Products, Inc. THE PANEL IS FASTENED WITH 2' LONG, 0.223 HEAD 10901 Elm Avenue DIAMETER, 0.092' SHANK DIAMETER, CORROSION - o RESISTANT SIDING NAILS, PLACE NAILS 6" O.C. AT Fontana, CA 92337 PANEL EDGES AND INTERMEDIATE STUDS Phone: 909-356-6300 soy FSCM NO om No RE Fax 909-427.0634 A PNL-PLKSOFF 1 Creator. E. Gonzales SCALE 1" = 1'-0" • Date: 4/24/2013 I SHEET 2 OF 12 D-ETAILA Sheathing fastener, as described in Note 1. the Florida Panel fastener, as described in Note 2 HardiePanelO Siding Water -resistive barrier per Florida Building Code Sectionr1404.2 5/8" thick 15 ply APA rated plywood sheathing fastened to metal studs as described in Note 1. 20ga, 3-5/8 1' X 1.518" Metal C-stud The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. ALL LENGTH SEE Stud Spacing at 16" O.C. DETAIL A r.: •--• - • -% _:__-•--*---__..... -----------;--:- A oil? GA WYma 1E uriEri \\,,, ' •• L WALL i ` "'000 , No. 1 EIGHT' STATE 0 I I ill a e tCrs1Q 7>f O ,'L FZoR Q •• V \ S C-TiOkAZI3 3/8" Minimum Edge Distance Nails at 6" O.C. (typ.) HAIPOIEP 11_yE.I CEMPANEL,_PlZE1/AIL P/>NEL SIDING INSTALL,AYION DETAILSAllinstallationshallbedoneinconformancewiththisNoticeofAcceptance, the manufacturers installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardiePanel, Cempanel, Prevail Panel Siding will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this- N.O.A. Note 11 5/8" thick 15 ply APA rated plywood sheathing shall be attached to metal studs at 6"00 at panel edges and all intermediate supports using a No.8-18, 0.315" head diameter x 1-1/4' long bugle head screw The siding panels shall be installed over 5/8" thick / 5 ply APA rated plywood sheathing supported by a minimum 20ga, Nominal 3-5/8" X 1-5/8" Metal C• studs spaced a maximum of 16" O.C. Note 21 The siding panel fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-SIT long* ribbed bugle head screw ("or screw shall have at least 3 full threads penetrating metal framing): the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs, the fasteners shall be driven through the 5/8" thick 15 ply APA rated plywood sheathing into metal studs located at 16" O.C. Fasteners shall have a minimum edge distance of 318" and a minimum clearance of 2" from comers. R&ODUCT DESCRIPTIQN. HardiePanelO, Cempanel®, & Ptevail® Panel Sing materials are nonasbestos 5/8" thick /5 ply APA rated fiber -cement Products tested in plywood sheathing fastened accordance with ASTM C1186 Grade II, to metal studs as described Type A and meeting the requirements of in Note 1 the Florida Building Code. PANEL DLMENSIO 1_S. Water -resistive Width Length Thickness barrier per Florida 4' 8,9,10' 5/16 , Building Code Section 14042 DESIGN EMSS_U R-ATING Installation Design Pressure 20ga, 3./8" X 1•S/8" Metal Studs -104 psf Metal Gstud HardiePanel, Impact Resistant— Panel installed over 5/8" thick / 5 ply Cempanel, APA rated plywood sheathingPrevailPanel Siding HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STIED CONSTRUCTION James Hardie Building Products, Inc. 1og01 Elm Avenue Fontana, CA 92337 DWG NO t REV A I I PNL-PLKSOFF Creator. E. Gonzales Isc LF • 12" = T-0" I Date: 424/2013 IsnEET 3 OF 12 T 6.00in. PROMX r REv>SM 0ybgwi&>wFft9ift claft 13 4;,r it 7 B,,. peoana ci eaoi II I' I II I• IT6.Win. I I I PROIN I• I I crREVISED I e..OM -,**. Fb6b awaw ey tl MOM " R-A-,RKG FASTIENED NAL WITH 5/8- WAFER HEAD SCREWS (D2 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 AHEATHJ.NGNOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.315" HEAD DIAMETER X 1-1/4' LONG BUGLE HEAD SCREW CLADD[NG THE PANEL IS FASTENED WITH NO. 8-18, 0.315" HEAD N RESISTANT 0 Cladding Framing i Sheathing OGA o. 121 STATE OF FLO RIPVIV•' FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD NOT PART OFTH S APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) RE HARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue DIAMETER X 1-518' LONG CORROSIO - - - Fonbna, CA 92337 RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT sr FSCM NO DM No REV LEAST 3 FULL THREADS PENETRATING THE METAL Phone: s09-356-6330 PNL-PLK;OFF FRAMING), PLACE SCREWS 6 O.C. AT PANEL EDGES Fax 909-427-0634 A AND INTERMEDIATE STUDS SHEET a OF 12 Creator. E. Gonzales sow 1" = 1'-0" Date: 4/24/2013 Stud Spacing at WALL 1EIGHT i 3/4" Minimum QE?J.L A LENGTH as Distance Sheathing fastener, as described in Note 1 h {te lElociOa ' < s+C 7? 7, Cootroi Nails at 16" O.C. (typ.) , Siding fastener, as described in Note 2 g +vH4 Florida ar 1 HardiePlank, Cemplank, Prevail. Lap Siding Water -resistive barrier per Florida Building Code Section 1404.2 5/8" thick / 5 ply APA rated plywood sheathing fastened in accordance with Florida Building Code Section 2322.3 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in nmmnfiancawith the Florida Building Code. SIGNxv SEE PRODUCT DESCRIPTION_ HardiePlank*, Cemplank®, & DETAIL A Prevail® Plank Lap Siding materials are nonasbestos fiber -cement5/8^ thick 15 ply APA Products tested in accordance withtratedp"od ASTM C1186 Grade it, Type A and sheathing in meeting the requirements of theaccordancewithFloridaBuildingCode. Florida Building Code Section 2327-3 PANELLDJMEN$IQNSIWater -resistive barrier per Florida Width Length Thickness 59-1/21 12' 5/16" Widarg Code Section 14042 pESIGNPRESSUIZERAWA Z'X 4" S-P-F Installation Design Pressure Wood Scads Wood Studs -92 psf Lap Siding Impact Resistant — Planks installed over 5/8" thick / 5 ply SC110 t-1/4" 4all X 5/16" APA rated plywood sheathing6 thick starter strip H.A iD1 P_LANICyCEMPLANfC, PEZEyAl4LA S.ID_INGJNSY_l1-A N D Tce, tS All installation shall be done in conformance with this Notice of Accepnce,iathemanufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Wood studswhereHardiePlank, Cemplank, Prevail Lap Siding will be installed shall be designed by an Engineer orArchitectpertheFloridaBuildingCodeandtherequirementsofthisN.OA 1] 5/8" thick! 5 ply APA rated plywood sheathing shall be attached to the studs in accordance Note withFlorida Building Code Section 2322.3. Planks shallbeappliedhorizontallycommencingfromthe bottom course of the wall with 1-1/a wide laps atthetopoftheplanksuchthattheexposureareaofeachplankis58-1 /4" vertically. Note 2] The siding fastener shall be a 2-1/2' long, 0.223" head diameter, 0.092" shank diameter, corrosion -resistant siding nail; The sing is fastened S 8-1/4" O.C. vertically and16'O.C. genets fasteners are drivenintowoodstudsthrough5/8" thick / 5 ply APA rated plywood sheathing, are placed intheoverlappingareaapproximately314' from the bottom edge of the overiapping plank Vertical joints shall be placed over studs. • The planks shallbeinstalledover5/8" 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 3M'. a HARDIEPLANK, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 2!hone: g FSGM NO OM NO PNL-PLK OFF Fax 909-427- 0634 A Creator E. Gonzales SCALE t/2" y r-0" Date: 4/24/2013 SHEET 5OF 12 Fastener Spacing per Florida Building Code Section 2322.3 0.75in PROWCT REVU D as wffl0yiwwi&*wf1 ri& 9m7dmis Cart A41=pW1M N1 f ' 211, C i T 58.25in. L in. OC-- -*I / Cladding I " Framing Fastener Spacing per Florida I Sheathing Building Code Section 2322.3 FRAMNG_ NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-1/2" 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATHING NOMINAL 518" THICK / 5 PLY APA RATED PLYWOOD SHEATHING FASTENED IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 2322.3 C-LA QQtNG. PLANKS OVERLAP 1-1/4" THE EXPOSURE IS s&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 10 PRomcr REVISED i • I ` S` L e owpiyioQ wi M fie Fbefdr I ` F. - Co i r No. 121 By t STATE OF a=0. 'ORIDP• Olt[AL EN r\ FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION ANO VIYYfLOAD 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 0 Fontana, CA 9=7 Phone: 909-356-6300 FscM NO pM No REV Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator. E Gonzales SCALE1" =1'-0" Date: 4/24/2013 SHEET 6 OF 12 WALL LENG SEE PRODUCT O SCgIPTiOfi DETAILA HardiePlank®, Cemplank Stud Spacing at 16O.C. , and B i 5/8"thick 15 ply APA Prevail® Plank Lap Siding materials r^ 1 rated plywood are nonasbestosfiloer-Dement sheathing fastened Products tested in accordance with metal studs ASTM C1186 Grade II, Type A and meeting the requirements of the i desailred in Note 1 Florida Building Code. WCM90yorg«i*imvFdaids it . W water esistrve WALL I t : ICedt „ t 'I' "' r• _ barrier per Florida PL1LNK DIMENSIONS EIGHT j E ep'gkltiao O jt ` F - Building Code Width Length Thickness t Section 14042 5 9-1/2 12 5/16'• Y RodmcsCoeasl i: i 20ga, 3-SB" X 1-5/8" , DESIGN PRESSURE RATING 1J i.: . i Metal trstud Installation Design Pressure il- ....- _4 F F _ ,` FtardiePlank I Metal Studs -92 psf i- - ---- .: — _ _. . mptank, Prevai ss/ \ `CT10 Lap Siding Impact Resistant -- B F 3/4" Minimum Edge Distance Nails at 16" O.C. (typ.) .%IUAL • - 8„B 1_1/a'ta11X 5116• Planks installed over 5/8" thick / 5 ply APA rated plywood sheathingthickstarterstrip PETAIL_A IA,RpIEpI.ANI CEMPLANK PREVAIL_l.l P $(DING INSJAILATION DEJgIk$ All installation shall be one in conformance with this Notice of Acceptance, the manufacturer's installation Sheathing fastener, as recommendations, and the applicable sections of the Florida Building Code. described in Note 1 Metal studs where HardiePlank, Cemplank, Prevail Lap Siding will be installed shall be designed by an SR SED Engineer or Architect per the Florida Building Code and the requirements of this N.OA We vkdm [Note 1] 5/8"thick /5 ply APA rated plywood sheathing shall be attached to metal studs at 6"oc at panel edges and all intermediate supports using a No.8-18, 0.315" head diameterx 1-1/4' long bugle head screwSidingfastener, as Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4' wide taps atdescribedinNote2thetopoftheplanksuchthattheexposureareaofeachplankis58.1J4" vertically. Note 2] The siding fastener shall be a minimum No. 8-18, 0.315" head diameter X 2-1/4' long` bugle head Grret screw over metal studs ('or screw shall have at least 3 full threads penetrating metal framing); The siding is HardiePlank, fastened s 8-1/4" O.C. vertically and 16" O.C. horizontally; fasteners are driven into metal studs through 5/8" i Cemplank, thick / 5 ply APA rated plywood sheathing, fasteners are placed in the overlapping area approximately 3/4" Prevail lap Siding from the bottom edge of the overlapping plank. a Vertical joints shall be placed over studs. The planks shall be installed over 5/6" thick / 5 ply APA rated plywood sheathing supported by a minimumWater -resistive 20ga, Nominal 3-5/8" X 1-5/8" Metal C-studs spaced a maximum of 16" O.C. barrier per Florida Building Code Fasteners shall have a minimum edge distance of 3/8". Section 1404.2 HARDIEPIANK, CEMPLANK, PREVAIL LAP SIDING 8" thick / 5 ply APA rated INSTALLATION DETAILS METAL STUD CONSTRUCTION lywood sheathing fastened to- r; James Hardie Building Products, Inc metal studs as described in _ 10901 Elm Avenue Note 1 • Fontana, CA 92337 20ga, 3-5/8" X 1-518" Metal C-stud Phone: 900 356-6300 sva FSCM NO MONO Rev The wall and soffit frames are to be designed Fax 909-427-0634 A PNL-PLK-SOFF 1 by the Architect or Engineer of Record in compliance with the Florida Building Code. "Creator E. Gonzales sc 1/2" =1'-0" Date: 4/24I2013 SHEET 7 of 12 0.75in as c4woyi* vft &C florift A11WQftm Ko /3- i ff Fro! 58.25in. F13AM1NG NOMINAL 20 GAUGE 3.5/8" X 1-518" STEEL STUDS 16' O.C. FASTENED WITH 5/8" LONG RIBBED BUGLE HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEAi'FJJNG NOMINAL 5W THICK / 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 6" OC AT -PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.315" HEAD DIAMETER X 1-1/4" LONG BUGLE HEAD SCREW CLADDING PLANKS OVERLAP 1-1/4" THE EXPOSURE IS 58-1/4" THE PLANKS ARE FASTENED WITH NO. 8-18, 0.315' HEAD DIAMETER X 2-1/4' LONG CORROSION - RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACED 3/4" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION 6 in. Cladding I Framing 6.00t OC I I I I Sheathing I' •I I • I 1111' 0Gr2iWeF% rifo. w,&.w Coal • I STATE OF 0N'A1. 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) WALL L AE`TA14A WALL LENGTH Stud Spacing at 16" O.C. 3/8" Minimum SEE PMF QAtZC_—MA—( IP710N DE FAIL A Hardie5offit® & Cemsoffit® materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade 11, Type A l and meeting the requirements of the Florida Building Code. SOFFCf DIMENSION$ z^ X a^ 5-P-F Wi dth Length Thickness Wood Studs 4' 8' 1/4" p SIGN PI F,SSUREj-ARNq HardieSoM Installation Design Pressure Cemsoffit Wood Studs -70 psf I////j S.E 7JQN_B Nails at 4" O.C. (typ.)rlitemcr RSV sw Distance a+aoyb* wi* Ire Fbrid. me coft t offrt fastener, as escribed in Note 1 HardieSoffit, Cemsoffit Minimum 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record In compliance with the Florida Building Code. No. 4 21 STATE OF :=,Q ONA1- HARDI>~S_O_EEIT CEMS_O_EEIYp11N.EL_(CISN-Q,TJ_0_N DETAILS AN Installation shall be done in conformance with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Wood studs where HardieSoffit. Cemsoffit will be instaled shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA The soffit shall be installed over minimum Z%4" S-P-F wood studs spaced a maximum of 16' O.C. Note 11 The soffit fastener shall be a 2" long, 0.223" head diameter, 0.092" shank diameter, corrosion resistant siding nail; the fasteners shall be spaced at 4" O.C. at panel edges and intermediate studs; the fasteners shall be driven into wood studs located at 16" O'.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers. PRODUCT RJEVfSED w anwly••i m me Florida 8uitdmg Co& n h f3-C Br JD=k —fto&wCoAR* HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 10901 Elm Avenue Fontana, CA 92337 Fax 909-427-0634 A I IPNL-PLK-SOFF Creator. E. Gonzales IscALe 1r2" = V-0" I Date: 4124/2013 SHEET 9 OF 12 REV 4.wlr. iu.uuin. Cladding Framing, 4.00in.l - mobtiera m Pmooucr=l Ism ' 41 vVwcow Bouiie code s 07ExpicdjmanYwr b VMawl C i ^ I7 N0. l 21 iaAn+Gsol BMisr' iroe!'et>>C9otd iSTATEOF : N ss/0NA1.E FRAMING NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-1/2" 16d COMMON NAILS (2 PER TOP AND BOTTOM FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE CONNECTION) • ' NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE - CLADDING THE SOFFIT IS FASTENED WITH 2• LONG, 0.223" HEAD s HARDIESOFFIT, CEMSOFFIT PANEL DIAMETER, 0.092" SHANK DIAMETER, CORROSION INSTALLATION DETAILS WOOD STUD CONSTRUCTIONSRESISTANTSIDINGNAILS, PLACE NAILS N' O.C. AT PANEL . EDGES AND INTERMEDIATE STUDS James Hardie Building Products, Inc, 10901 Elm Avenue Fontana, CA 92337. Phone: 909-356-6300 SIZE FSCM NO DWI, NO REV Fax 909-427-0634 A PNL-PLK-SOFF t Creator. E. Gonzales SC LE 1" =1'-0." Date: 4/24/2013 5 iEEr 10 OF 12 WALL LENGTH - I Stud Spacing at 16" O.C. ems__ i I i WALL i I, iEIGHT iIji 1 DE-rA!~A Nails at 6" O.C. (typ. 3/8" Minimum Edge Distance i fastener, as dbed in Note 1 HardieSoffit, Cemsoffit 20ga, 35/8" 4 1-5/8" Metal C-stud LThe wall and soffit frames are to be designed by the Architect or Engineer SEE ap-I u_Cf DESCRIPTI.ON- HardieSoffrt® & Cemsoffile materials DETAIL A are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade II, Type A and meeting the 1 requirements of the Florida Building Code. 20ga, 3-5/8" X 1-518" SO_F_F_I_T_DJM IJS(ON5 etas C.stud Width Length Thickness HardieSoifit, DESIGN PRESSURE RATING Cenuoffrt Installation Design Pressure I, Metal Studs -wj"'f icefi . 0134 SECTI-CN PRODUCT BEwLSED `, • cT''t : - PBOD tXT REVIISED ts eornptying wilt am Ekcids da emoynwim the t ioeir AecrPrne Nsi, : -p 4, o : F TATc of IrBV4r ei vaeetcor+e a - F' . BORIC R. F=-- tS+ '-•......•.• I~L4Rp(ESOFF T CE.MSOFFIT ANEL INS A4.A_T_ION-DETAILS Nq EN r+'' r' All installation shall be done in conformance with this Notice of,gceeptan!95e'(ri nufacturer's installation recommendations, and the applicable sections of the Florida Building Code. Metal studs where HardieSoffit, Cemsoffit will be installed shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of this N.OA The soffit shall be installed over minimum 20ga, Nominal 3 5/8" X 1-5/8 Metal C-studs spaced a maximum of 16!' O.C. Note 11 The soffit fastener shall be a minimum No. 8-18, 0.315" head diameter X 1-1/4' long' ribbed bugle head screw Cor 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 FWM James Hardie Building Products, Inc, 10901 Elm Avenue Fontana, CA 92337 of Record in compliance with the I Fax 909427-0634 A Florida Building Code. Creator. E Gonzales sutF 1R" =1'-0" DWG NO REV PNL-PLK-SOFF I 1 Date: 4/24/2013 SHEET 11 OF 12 Cladding Framing 6.O ni o ooa+r mcrpi• fbt+s pxooe)ci AIMbb S >9ou '°° florin. Q F$ r,, ri7 AWA - Ac+oepo!+ y t ffodoe r, ws I Coeero tmax 21 ik i` c SIPS of ' FsSI ON P;C` FRAMING, NOMINAL 20 GAUGE 3-5/8" X 1-5/8" STEEL STUDS 16" O.C. FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD AREFASTENEDWITH5/8' WAFER HEAD SCREWS (2 PER TOP NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CLADDING FINSTALLATnION IESOFFIT, CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO. 8-18,0.315" HEAD DETAILS METAL STUD CONSTRUCTION DIAMETERX 1-1/4' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 s Hardie Building Products, InaFULLTHREADSPENETRATINGTHEMETALFRAMING), PLACE 10901 Elm Avenue SCREWS 5'O.C. AT PANEL EDGES AND INTERMEDIATE oFontana, CA 92337 STUDS REV Phone: 909-356-6300 SIZE FSCM NO 006 No Fax 909-427-0634 A PNL-PLK-SOFF 1 Creator. E. Gonzales SCAM 1" = 9'-0" Date: 4/24/2013 SHEET 12 OF 12 Florida Building Code Online Page 1 of 2 Business & -Professional iR. BCIS Home log In I User Registration Hot Topics Submit Surcharge Stats 6 Facts E Publication FSC Start SCIS Site Map Links Search Product Approval k'(: a- USER: Public Userdb Product 6Rproyal Menu > Produn or Applcaton Search > Application List > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL12194-R5 Revision 2014 Approved 7 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 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 G Validation Checklist - Hardcopy Received Certificate of Independence FL12194 RS COl ALC15001.2 Evaluation Report 2014 FBC 04 T4 Soffits - F1NAL.Ddf Referenced Standard and Year (of Standard) Standard AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code Year 1986 http://ww w.floridabui]ding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquk24AUC%2fE... 9/7/2017 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products Method 1 Option D 06/14/2017 06/14/2017 06/19/2017 08/08/2017 09/06/2017 FL # Model, Number or Name Description 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL12194 R5 11 ALC15001.2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FL12194 R5 AE ALC15001.2 Evaluation Report 2014 FBC 04 T4 Soffits - FINAL.odf Created by Independent Third Party: Yes Contact Us .: 26p1 Blair S[nn Read Tallahasw FL 32399 Phone: 850-487-1924 The State of Florida is an AA/EEO employer. Coovnaht 2007-2013 State of Florida. • • Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mad to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 050.487.1395 'Pursuant to Section 455 275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: 0 Credit Card Safe http://v,>w"r. floridabui ]ding. org/pr/pr_app_dtl .aspx?pararn=wGEVXQwtDquk24AUC%2fE... 9/7/2017 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE C EDITION (2014) Manufacturer: ALUMINUM COILS, INC. Issued June 6, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1. 1710.9.4 Properties: Wind Resistance REFERENCES 902ty Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001.2 FL12194-R5 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK ALUMINUM COILS, INCCREEKSoffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. 16" Q4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit ?anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 18" CENTER VENT 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit ?anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001.2 FL12194-R5 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code a Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. G Pp Y R. A No 74021 STATE OF J CERTIFICATION OF INDEPENDENCE 2017.06.06 15:48:16 041001 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 will acquire, a financial interest in any other entity involved in the approval process of the product. APPENDICES 1) APPENDIX A— Approved Systems (8 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001.2 FL12194-R5 Page 3 of 3 This evaluation report is provided for State of Flonda product approval under Rule 61G20-3. The manufacturer shall notity CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1710.9.4. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit — 12-inch o.c. Fastener Fastener Location Location 1 l b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location 1 Location 1 Location 1 Location 1 c. 16" Q4 Soffit —16-inch o.c. Fastener Fastener Location Location 1 1 ALC15001.2 FL12194-RS Page 1 of This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC d. 16" 04 Soffit — 8-inch o.c. Faslengr Fastener Fastener Location Location Location ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 124nch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 16-inch Overhang with F-Channel 16J-# Approved Systems for 16-inch Overhang with J-Channel 24F-# Approved Systems for 24-inch Overhang with F-Channel 24J-# Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment 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. 12F-1 Max. 16-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch 0072-inch dia . x min. 3/16- inch head dia. trim nail t40.0 24-inch o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/44nch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-2 Max. Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch 48 16-inch spaced 24-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 84.2 inch o.c. One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch 48 16 inch spaced 8-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. ALC15001.2 FL12194-R5 Page 2 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 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 1/24nch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max. Wood staples in diamond long x 3/8-inch head diameter Wood 1/4-inch crown staple 0.072-inch dia. x min. 1/4-inch 48 16-inch pattern spaced 24- screw spaced 16-inch o.c. spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 inch o.c. connecting soffit to J-channel inch o.c. Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- t53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. Three (3) 18 ga. 1/4-inch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-2 Max. 12-inch Wood inch leg staples in diamond'pallem Wood 1-inch leg staple spaced max. 4-inch o.c. and securing each finishing nail with min. 3/16- t53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. Max. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. 1 3/4-inch long x 0072 inch diax min 16F-3 16- inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch 3/ 164nch head dia. trim nail t25.6 inch o.c. O.C. spaced 36-inch o.c. Three ( 3) min. 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long 16F- 4 Max. Wood crown staples in diamond pattern Wood One ( 1) min 3/4-inch x 1/4-inch x 0.072-inch dia. x min. 1/4- 27 16- inch spaced 24-inch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 48-inch o.c. ALC15001. 2 FL12194-R5 Page 3 of 8 This evaluation report is provided for 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 A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min. 3/16- t43.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced 4-inch 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3/16- t43.3 spaced 16-inch o.c. lap inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x 23.5 16J-1 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip 31.4spaced24-inch o.c. nail spaced 48-inch o.c. ALC15001.2 FL12194-R5 Page 4 of 8 This evaluation report is provided for Slate of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-Inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No.2 SYP staple spaced Three (3) 18 ga.1/4- anchored to 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 1-inch ratter 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. 3/16-inch head spaced spaced 16-inch o.c. shank nail x 0.072-inch diameter 12-inch o.c. 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown z 1-inch 0.072-inch diameter 80/ 24F-2 12-inch Wood smooth shank rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced 16-inch o.c. inch ring shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced No.2 SYP 12-inch o.c. securing One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 80/ 24F-3 12-inch Masonry inch long T nail rafter with one Wood leg staple spaced 8- finishing nail with min. 76.6spaced8-inch o.c. 1) 7d x 2.25- One (1) min. 1.75-inch inch o.c. 3/16-inch head spaced inch rina shank x 0.072-inch diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.2 FL12194-R5 Page 5 of 8 This evaluation report is provided for State of Florida product approval under Rule 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 psf) 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- One (1) min. 1.75-inch x Max. inch crown x 1-inch rafter with one 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- each panel lap Wood leg staple spaced 8- finishing nail with min. 80/-60 diamond pattern inch x 7d ring inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. shank nail One (1) min. 1.75-inch each panel lap 16-inch o.c. 24-inch o.c. x 0.0724nch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. One (1) 18 ga.1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female One (1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-5 16-inch Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16-inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/164nch head spaced 4-inch o.c. ALC15001.2 FL12194-R5 Page 6 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 spdcifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) 18 ga. 1/4-inch crown x 1-inch leg staple securing the Nominal 1x2 nailer of each female No.2 SYP lock or spaced One (1) 18 ga. 1/4- One (1) min. 1.75-inch x Max. One (1) 14 ga. 5/8- anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter 24F-6 16-inch Masonry inch long T nail rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. f801-60 spaced 8-inch o.c. 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min. 3/16-inch head spaced 4-inch o.c. ALC15001.2 FL12194-R5 Page 7 of 8 This evaluation report is provided for Stale of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga.1/4- one (1) min. 2.25- inch crown x 1-inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed through the rafter 12-inch o.c. securing each panel One (1) min. 1.75-inch anchored to ga.1/4-inch crown into the end of the lap One (1) 18 ga.'%_ x 0.072-inch diameter 24J-1 Max. rafter with one x 1-inch leg batten or two (2) Wood inch crown x 1-inch finishing nail with min. t60 12-inch min. 2.25- staples in diamond min. 2.25-inch x 7d One (1) min. 1.75- leg staple spaced 3/164nch head spaced ininch x 7d ring pattern spaced 16- ring shank nails toe- inch x 0.072-inch 8-inch o.c. 12-inch o.c. shank nail inch o.c. nailed on either side diameter finishing24-inch o.c. of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o.c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 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 o.c. inch crown x 1-inch One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the securing each panel leg staple spaced x 0.072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. 1:53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d ring shank nails toe- One (1) min. 1.75 securing each panel 3/16-inch head spaced 16-inch o.c. shank nail inch o.c. nailed on either side inch x 0.072-inch lap 24-inch o.c. of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC15001.2 FL12194-R5 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 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 INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail Min. 3/6" head dia. nail with min. 14" engeywmenf.(ror ap7al eubstra6ul or min. 0.097" die. 'r-nail er. stub null with min. 519" en9e3omentlier concrete or block aubotrate), nlmced as aotei nlrve. ASCIA SLIP BOARD FASCIA TRIM 12F-3 S I I I II \—"F CHOFFITANNEL OVERHANG WIDTH VARIES) wood, Concrete or Bloak w,ll FASCIA LIP 1 /4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. I —PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001.2 FL12194-R5 Page 1 of 12 This evaluation report is provided fdr Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail ir ` SOFFIT STAPLE OPEN RAFTER 1 ; DIAMOND PATTERN 3/a• x 1/4• i 1-1 1 ' DETAILCROWNSTAPLES' 1 USING A DIAMOND 1 +-fW Kr`CENI st.ata PATTERN FACIA BOARD FASCIA CAP 12F-2 3/4' X 1/4• CROWN FACIA BOARD e• 1-3/4- TRIM NAIL STAPLE ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. F• CHANNEL CAN BE PAINTED S.S. 48• FASCIA CAP INSTALLED WITH THE D.C. NAILING FLANGE UP OR 3/4- X 1/4- DOWN CROWN STAPLE SOFFIT- max. 12-inch span WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001.2 FL12194-R5 Page 2 of 12 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 12J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail OPEN RAFTER 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN u J—CHANN0. acre 1-3/4' TRIM NAZI d to so[Citoe(1) PAINTED S.S. 48' with onwith 09 r 1/2" x 3/8" head O.C. diameter screw, 15" O.C. SOFFR—max. 12-inch span WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B 3/0, TV `1 SOFFIT STAPLE DIAMOND PATTERN FACIA BOARD 11 a/r ICTVEMI; DETAIL STARES / FASCIA CAP 3/4' X 1/4- CROWN FACIA BOARD STAPLE '8' ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. FASCIA CAP 3/4- X 1/4- CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALC15001.2 FL12194-R5 Page 3 of 12 This evaluation report is provided for Slate of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 0 CREEK ALUMINUM COILS, INCCREEKSoffits TECHNICAL SERVICES, LLC Appendix B System No. Installation Detail I TRIM NAIL FASCIA BOARD PAIIIiEU S.S. FASCU CAP SOfFIi 1'ri' CROWN STAPLE OPEN RAFTER FASCIA BOARD II GS 5/B' I•Ni( 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP; REFER To SOFFIT L FASCIA DETAIL f' CHANNEL SOFFIT] MAX. 16' SPAN MASONRY SUBSTRATE ALC15001.2 FL12194-115 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC No. I Installation Detail Min. 3/6" head dia. nail with min. 1!(" engagement(for wood substrate) or min. 0.097" dia. T-nail or stub nail with min. 5/9" engagemenl(for concrete or block substrate). spaced as nutsd above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 I I I II \—"F" CHANNEL wood, Concrpte or Block .w FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. L-PAINTED S.S. 1 .3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC Soffits Appendix B ALC15001.2 FL12194-R5 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail sr , SOFFIT STAPLE OPEN RAFTER 3/4' X .1/4• II ;DIAMOND PATTERN CROWN STAPLES 1 I'DUAIL USING A DIAMOND sr v ts / PATTERN FACIA BOARD i FASCIA CAP 16F-4 E3/4- FACIA 80AR0 1 X 1/4• CROWNJ5.5. 8' STAPLE ON CENTER 1-3/4' TRIM NAIL P• F' CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAPINSTALLEOWITHTHEO.C. NAILING FLANGE UP OR 3/4- X 1/4- DOWNCROWN STAPLE SOFFIT— max. 16-inch span kOOO S SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001.2 FL12194-R5 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I' TRIM MAR FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT 174- CROWN STAPLE OPEN RAFTER FASCIA BOARD 1-4- CROWN STAPLES SOFFIT 8 FASCIA USING A DIAMOND DETAIL 16F-2 & PATTERN; REFER TO SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL FASCIA CAP; REFER TO SOFFIT i FASCIA F' CHANNEL OE TAIL• SOFFIT: MAX. I6- SPAN WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001.2 FL12194-R5 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. MCREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER am ry SOFFIT STAPLE DID DIAMOND PATTERN I I DETAILLITFACIABOARDWTv¢r i ST*Azs I- 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMONDPATTERN FASCAI CAP 16J- 1 L— CHANNEL 3/ 4' X 1/4' CROWN 1FACIA STAPLE '8' ON CENTER BOARD i- 3/4' TRIM NAIL JS.S. PPAINTEDS.S. 48' FASCIA CAP O. C. 3/ 4' X 1/4'CROWN STAPLE SOFFIT — max. 16-inch span S WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE D ETAI L ALC15001. 2 FL12194-R5 Page 8 of 12 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 I' TRW NAIL FASCIA BOARD PAWiEO S.S. 1.4- CROWN FAS[14 CAP STAPLES SOFFIT USING A DIAMOND PATTERN: REFER TO 1'wl' CROWN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL I t' TR01 NAQ FASCIA BOARD PAINTED S.S. SOFFIT 8 FASCIA • DETAIL 24F-1 & 24F4 1-4- CROWN STAPLE - FASCIA CAP: REFER / \ TO SOFFIT L FASCIA / \ DETAIL _ NominaSYP E^ I 3/8A BattenAnchoredtoSOFFIT; MAX, 24' I f-CHANNEL Rafters with RaftersvilAone Id I RingShankNailatWOOD SUBSTRATE every Ratter SOFFIT STAPLE DIAMOND PATTERN ALC15001. 2 FL12194-R5 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail It' TRIM NAR FASCIA BOARD PAINTED S.S. t.!' SMOOTH SHANK FASCIA CAP ROOF NA45 SOFFIT-, I'rI' CROWN STAPLE 1 i' TREM NAIL FASCIA BOARD PAWED S.S. SOFFIT & FASCIA 24F-2 & 7 DETAIL 24F-5 I'vI' CROWN STAPLE FASCIA CAP: REFER IO SOFFIT & FASCIA OETAIL Ilaeunal l'ir SYP Batten Anchored fa SOFFIT; MAX. Ts' F-CHANNEL Rafters with ant Id Rop Shank Nail 41 every Rafter WOOD SUBSTRATE . ALC15001.2 FL12194-R5 Page 10 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 I I' TRIM MAIL FASCIA BOARD PANTED S.S. ILGA i' T•IIAILS FASCIA CAP SOFFITI I'aj' CROWN STAPLE t " tRIM NAIL FASCIA BOARD PAINTED S.S. SOFFIT & FASCIA 24F-3 8 DETAIL 24F-6 I'ef' CROWN STAPLE FASCIA CAPS REFER TO SOFFIT 1 FASCIA DETAIL Nominal 1'12' SYP Batten Anchored to SOFFIT; MAX. 24' F•CHANNEL Rafters with one 7d Ring Shank Nall at every palter MASONRY ALC15001.2 FL12194-R5 Page 11 of 12 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 f' TRIH NAIL FASCIA BOARD PAINTED S.S. 1-.I* (ROWN FASCIA CAP STAPLES SOFFITUSINGAOIAMO11O PATTERN, REFER TO CANTILEVERED 1-4- CROWN STAPLE SOFFIT STAPLE RAFTER DIAMOND PATTERN DETAIL FASCIA BOARD SOFFIT & FASCIA I t TRRI NAIL PAINTED s.s. DETAIL 24-') Sr CROWN STAPLE 24J-2 FASCIA CAP: REFER 0 SOFFIT L FASCIA J— OETA0. Nominal I, x 2• sVP battens 8 stabbed between rafter and SOFFIT; MAX. TL' CHANNEL secured vath one (1) 7d ring Mehk nO straight -paged through the rafter Into the end I WOOD SUBSTRATE of the batten or two (2) 7d ring shank nags toe-naled on enter side of the bottom at the balterVrafter IntersocUon SOFFIT STAPLE DIAMOND PATTERN ALC15001.2 FL12194-R5 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and cladding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, ll, 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. VA, is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 3-ft. ALC15001.2 FL12194-R5 Page 1 of 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. MG-MedMCREEKWN's TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C ri. PP6ssure..fof.$oftkti,iA.Ekp6id'riB !D - esigh.VYind- Building.., TypeZone Li maq1T.. N. - ti tHeigh (ft W_ - M-P 12 4- zk-ft 40 1170 Wr180 1,90 W9129 Z 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 42.2 468 40 18.3 21.5 24.9 1 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 1 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 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 1 16.9 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 19.2 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 17,13 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 ALC 15001.2 FL12194-RS Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. M CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Degig6 -,Wlhd!P re `f6(-S6ffitsin',E*piqsLjfegi6reg'. Jz Building'.. Zone- - Wdan Hdi ht ft M4'--X -,RWW-W B a CA6d!SP Ad, 60h)SISAIRW-M 24q, W0 4 t 150WOF3si M60P Vr 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 1 -26.7 31.4 36.4 41.8 447.5 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 1 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 ALC 15001.2 FL12194-R5 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK10"M M TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C D,6si5n-,Wind'Pressur6§lf6t8 6ffits,in Ei06i6ri.Dk7#$' Building;;_ le -Weal Hdi' ht" Ift 6-d'S 0-6e'd 16IWA i l3 6 0' 0 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 Enclosed 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 80A 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 38.9 433 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) 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 413 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 5 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 1 26.7 1 30.6 34.8 39.3 44.1 1 49.1 1 54.4 60 20.2 23.7 1 27.5 1 31.6 35.9 40.5 45.4 1 50.6 1 56.1 ALC 15001.2 FL12194-R5 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. MCREEKTECHNICALSERVICES, LLC 3/8" F-Channel 3/8" 318" J-Channel 3/4" — 1/8" HEM T 7 3/8' ISOMETRIC VIEW 3/8' PROFILE ISOMETRIC VIEW 3/8- PROFILE ALUMINUM COILS, INC Soffits Appendix D ALC15001.2 FL12194-R5 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 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 3/4" 7/6" r 1/8" HEM 6"FASCIA 7" BLANK ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001,2 FL12194-R5 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 16" 04 Soffit osrno 18" BIAkK' 3. / 8 PROFILE 00000 00 0000o a 0000 vl O o 0 0 0 0000 ALUMINUM COILS, INC Soffits Appendix D ALC15001.2 FL12194-R5 Page 3 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. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC Soffits Appendix D 3 1/8" 7/8" 3 1/6" 7/8'. 3 1/8" 5/16" 1/2" 1/2" 1/2" / 1/2" 1/2" 3/8" j L a 2r TYP 0125,TVP. 13.75" BLANK 3/8" PROFILE 2.11r MF 0 0 0 0 0 00 o0000 ooanUa o0000 0000 END OF REPORT ALC15001.2 FL12194-R5 Page 4 of 4 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer 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 o islhal 'Regulation r BC1S Home lag In user Registration Mot -ropKs Submit Surcharge Stats & Facts j Publications ( FSC Stag BCIS Site Map Unks Search rlc)nda r { Product Approval USER: Public user l n Product Approval Menu > Product or Application Search > Application Lilt > Application Detail FL # FL7006-R9 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By G IKO Industries, Ltd 40 Hansen Road South Brampton, NON -US L6W 31-14 708)496-2800 Ext200 rmetzOOI@tampabay.rr.com Robert Metz rmetz00I@tampabay.rr.com Bob Metz REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727) 776-5261 rmetzOOI@tampabay.rr.com Don Shaw IKO Industries LTD 120 Hay Rd. Wilmington, DE 19808 717) 579-6706 don.shaw@iko.com Roofing Asphalt Shingles Certification Mark or Listing FM Approvals - CER Locke Bowden G Validation Checklist - Hardcopy Received Standard ASTM D3161 modified to 110 mph ASTM D3462 ASTM D7158 Class H ASTM E108 Year 2009 2009 2008 2007 http://v^Nw.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgse7mYBd2b3K6... 9/7/2017 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 06/28/2015 Date Validated 06/30/2015 Date Pending FBC Approval Date Approved 07/06/2015 Summary of Products FL # I Model, Number or Name Description 7006.1 Cambridge, Cambridge HD and CRC Laminated architectural fiberglass asphalt shingle Biltmore AR manufactured at IKO's Kankakee, IL; Hawkesbury, Ont.; Wilmington, DE; Sylacauga,AL and Toronto, Ont. plants Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7006 R9 C CAC FM Letter - ASTM 0161 letter - 4-15- 2015 .DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15.odfDesignPressure: N/A Other: FL7006 R9 C CAC FM Letter - ASTM E 108 letter 5 3 15 .Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 11 IKO-133-02-01 Letter - installation Instructions for FBC FL7006.Ddf Verified By: -Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.2 Hip and Ridge 12 Cap fiberglass This is a 12" x 12" fiberglass asphalt shingle used to cover shingles the hip and/or ridge of an asphalt shingle roof system manufactured in Toronto, Ont. and Brampton, Ontario Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-15- 2015 .DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15.DdfDesignPressure: N/A Other: FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 .Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 11 Hip and Ridge Cop Shingle Installation Instructions. Ddf FL7006 R9 11 IKO-133-02-01 Letter - Installation instructions for FBC FL7006.Ddf Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.3 Leading Edge Plus Asphalt Shingle One piece fiberglass asphalt shingle used as a starter strip at Starter Strip the bottom of a roof system manufactured in Brampton and Hawkesbury, Ontario plants Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-15- 2015 .DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15.DdfDesignPressure: N/A Other: FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 .Ddf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL7006 R9 11 IKO-133-02-01 Letter - Installation Instructions for FBC FL7006.Ddf FL7006 .R.9 11 R.00fina- Products- Leading- Edge- Plus- ADDlication- EN( 1).Ddf Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.4 I M25AR Marathon 25 AR, CRC Superglass 3 tab I Brampton, Ontario, Haakakee plants Toronto, O t0glassasphaltshinglemanufacturedats http://vArww.tloridabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgse7mYBd2b3K6... 9/7/2017 Florida Building Code Online Page 3 of 3 Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Certification Agency Certificate FL7006 R9 C CAC FM Letter - ASTM d3161 letter - 4-15- 2015 .Ddf FL7006 R9 C CAC FM Letter - ASTM d3462 letter - 5 6 15.odf FL7006 R9 C CAC FM Letter - ASTM E 108 letter - 5 3 15 _pd Quality Assurance Contract Expiration Date 12/20/2020 Installation Instructions FL7006 R9 II IKO-133-02-01 Letter - Installation Instructions for FBC FL7006.Ddf Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee Fl. 32399 Phone: B50-j87-= The State of Florida is an AAMEO employer. Copyright 2007.2013 5tate of Flonda.:: Privacy Statement :: Accessibility Statement •: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter e55, F.S. must provide the Department with an email address It they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. 11 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 lit. Product Approval Accepts: 91001 Ctedii Card Safe, http://w,A,w.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQvnDgse7mYBd2b3 K6... 9/7/2017 POW CONSTRUCTION MATERIALS TECHNOLOGIES March 30, 2015 IKO Industries, Ltd 120 Hay Rd. Wilmington, DE 19809 Re: FBC FL7006 Sir(s), PRI Construction Materials Technologies has completed a technical review and attached sealed shingle instructions in compliance the 2014 Florida Building Code. This review was completed based on the receipt of following evidence from IKO Industries, Ltd: 1) IKO Shingle Application Instructions — 3-Tab Shingles EN-3Tab Appins-8AGXEFS-2012-11_reformatted 2013-02-rev07/13-Florida) 2) IKO Laminated Shingles Application Instructions EN -Laminated Appins-8TTEFS-2012-04 reformatted 2013-02-rev07/13-Florida) 3) IKO Hip and Ridge 12 Application Instructions EN-HipandRidge12-3HRTri-2013-08_reformatted 2013-08) 4) IKO Leading Edge Plus Shingle Application Instructions EN-3LEP-Tri-2012-06—reformatted 2013-03) 5) ASTM D3161 Test Report (FM Approvals Project No. 3040947) The attached instructions should be used in conjunction with the published manufacturer's application instructions and applicable code. In the event the instructions conflict, these instructions shall govern. Statement of Independence: PRI. Construction Materials Technologies and/or Duc T. Nguyen, FL P.E. do not have nor plan to acquire a financial interest in any company manufacturing or distributing products for which the test reports are issued. Signed: Signed: 'tom ^ Brad Grzybo ski Du.NcTuenManaging Director Florida Re ere Professional Engineer P. E. Number: 65034 Date: April 30, 2015 Date: April 30, 2015 Attachments: A) IKO Shingle Application Instructions - 3-Tab B) IKO Laminated Shingles Application Instructions C) IKO Hip and Ridge 12 Application Instructions D) IKO Leading Edge Plus Application Instructions IKO- 133-02-01 PRI Consbuolion Materials Technobgies, U.C. 6412 Badger Drive Tampa, Fi. 33610 Tel: 813-621.5777 Fax- 813.621.5840 a -mall: matedalstesfing@pnant.com WebSite: httpJAvww.priant.com IKO Installation Instructions for Asphalt Shingles Page 2 of 5 IKO Shingle Application Instructions — 3-Tab Shingles ASTM D3161, Class F — IKO Marathon 25 AR and CRC Superglass M25AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2014 FBCG. UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (60°) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-5/8". STEEP SLOPES t-trz' t-1f2" i SEAUNG STRIP - 1 t \bt/e Cr1fr 12' NAILS NAILS DO NOT NAIL INTO OR ABOVE THE SEALING STRIP PRI Constrtxtion Matenals Technologies, I.I.C. 6412 Badger Drive Tampa, FL 33610 Tel. 813-621.5777 Fax. 813-621.5B40 a -mail: mate6alstesbng@pricmi.com WetSite. htlp:1 www.pricmLcom IKO Installation Instructions for Asphalt Shingles Page 3 of 5 IKO Laminated Shingles Application Instructions ASTM D3161, Class F — Cambridge, Cambridge HD, and CRC Biltmore AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2014 FBC. UNDERLAYMENT: Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19", followed by full 36" widths overlapping each preceding course by 19" or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves, with 2" horizontal laps and 4" end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" diameter heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle placed in the nail line 7-3/8" below the top edge, approx. 1" and 13" in from each end. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES: For steep slopes of 21" per foot (60°) or more, use 6 nails per shingle placed as shown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1" diameter (approx. size and thickness of a quarter) spots of asphalt plastic cement placed under the shingle 2" above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-7/8". NAIL LINE 63/8t NAILING - STEEP SLOPES APPLICATION Use sic nails as shown ME M—MI rr ' Z r] 41 I CEMENT PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PRI Construction Materials Technologies, I.I.C. 6412 Badger Drive Tampa, FL 33610 Tel. 813-621-5777 Fax: 813.621.5840 e-mail: materialstesting@pncmLcom WebSite. http•/Mww.pncmt.com IKO Installation Instructions for Asphalt Shingles Page 4 of 5 IKO Hip and Ridge 12 Application Instructions ASTM D3161, Class F — IKO Hip and Ridge 12) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide. These shingles are designed for a 5 1/8" (130 mm) exposure. (For a neater appearance, the top of each side of each piece has been factory trimmed on a 1" (25 mm) taper (see drawing). Bend each piece over the hip or ridge, and nail 5 5/8" (143 mm) above the butt edge 1" (25 mm) in from each edge, exposing each piece 5 1/8" (130 mm). Apply hip pieces starting at the lower end of the hip, working up toward the ridge. On hip roofs, apply ridge pieces starting at each end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end opposite to the prevailing wind direction and continue to the other end. Note: To obtain a three-dimensional effect, (which is recommended, but not required), apply hip and ridge shingles double thickness by stacking 2 pieces on top of one another, the lower piece extending about 3/4" (19 mm) further than the top piece (see diagram). The final shingle should be set in cement, and the exposed nail heads of the final shingle should be covered with cement. Prior to application in cold weather, storing the shingles in a heated area will allow for easier bending. NOTE: SHINGLES MUST BE APPLIED PROPERLY. THEY ARE DESIGNED FOR USE AS HIP AND RIDGE SHINGLES ONLY, AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS. WE ASSUME NO RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POOR APPLICATION OR FAILURE TO PROPERLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS. REVIEW ALL APPLICABLE BUILDING CODES, MINIMUM PROPERTY STANDARDS, AND REQUIREMENTS PRIOR TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS. TRPFA CM PM Constnnton Materials Technologies, I.I.C. 6412 Badger Drive Tampa, Fl. 33610 Tel. 813.621.5M Fax. 813-621.5840 email: materialstesling@pncmt com WebSite: http'/Mvww.pricmLoDm 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 114" (6 mm) minimum. Fasten the shingle to the roof deck with fasteners located 3" to 4" (75 mm to 100 mm) from the rake edge and 1" (25 mm) in from each end. 5. Repeat Steps 3 — 4 for the right lower corner of the roof deck. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" (9 mm) diameter heads, long enough to penetrate through plywood or 3/4" (20 mm) into boards. Use 4 nails per shingle placed 3" to 4" (75 mm to 100 mm) from the eave edge and approximately 1" and 13" (25 mm and 330 mm) in from each end. 6. Apply full-length IKO Leading Edge Plus shingles to the remaining eave edges of the roof deck. Install the shingles granule side up with the factory applied sealant adjacent to the eaves. The shingles should overhang the rake edge and eaves by a nominal 1/4" (6 mm) minimum. Fasten the shingles to the roof deck with nails located 3" to 4" (75 mm to 100 mm) from the eave edge, 4 nails per shingle. 7. Apply roof shingles as per the instructions printed on each product's package. Make certain the first course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus. In this way, the sealant on the IKO Leading Edge Plus shingles will adhere to the first -course field shingles and help keep them from lifting in high winds. PRI Construcbon Materials TechnoNies, LLC 64112 Badger Drive Tampa, FL 33610 Tel: 813.621.5M Fax: 813-621.5840 e-mail. materialstesfing@pricmLcom WebSite: htmJ/www.pncmt.com Florida Building Code Online Page 1 of 2 M LinksSCISHomeILopInIUserRegistration ! Mot Topics I Submit Surcharge I stars 6 Facts I Publications I FBC Stall BQS Site Map I I Search I Ca Product Approvald901taryUSER. PuDbt User Product Approval Menu > ProAu[[ or Appl,catlon Search Application List > Application Detall FL # FL2346-RS Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Warrior Roofing Manufacturing Address/Phone/Email 3050 Warrior Road. Tuscaloosa, AL 35404 205) 553-1734 Ext115 Steven@WarriorRooring.net Authorized Signature Steven Crew Steven@WarriorRooring.net Technical Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 20S) 553-1734 Ext1024 Steven@WarriorRooring.net Quality Assurance Representative Steven Crew Address/Phone/Email 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven@WarriorRoof'ing.net Category Roofing Subcategory Underlayments Compliance Method Test Report Testing Lab PRI Construction Materials Technologies, LLC Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 10/05/2019 Validated By Jesus Gonzalez, P.E. 17 Validation Checklist - Hardcopy Received Certificate of Independence FL2346 R5 COI PRI CMT Cert of Independence.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D226 2006 ASTM D4869 200S Equivalence of Product Standards Certified By 01 affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. http://www. floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgtOc8bnSknRps9... 9/7/2017 Florida Building Code Online Page 2 of 2 ru Documentation from approved Evaluation or Validation Entity pYes ONO ON/A Product Approval Method Method 1 Option B Date Submitted 02/13/2015 Date Validated 02/13/2015 Date Pending FBC Approval Date Approved 02/19/2015 Summary of Products FL # Model, Number or Name Description 2346.1 IS and #30 roofing felt ASTM D 226 Tested Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL2346 RS II Installation) nstructions,Ddf Approved for use outside HVHZ: Yes Verified By: PRI Construction Materials Technologies, LLC Impact Resistant: N/A Test Reports Design Pressure: N/A FL2346 R5 TR 15A Test Reoort.Ddf Other: Primary roof covering should be installed FL2346 RS TR 30A Test Reoort.Ddf immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. 2346.2 15w and 30w roofing felt ASTM D 4869 Tested Limits of Use Installation Instructions Approved for use in HVHZ: No FL2346 RS 11 Installationlnstructions.odf Approved for use outside HVHZ: Yes Verified By: PRI Construction Materials Technologies, LLC Impact Resistant: N/A Test Reports Design Pressure: N/A Other: Primary roof covering should be installed FL2346 R5 TR 15w Test Reoort.odf FL2346 R5 TR 30w Test Reoort.Ddf immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. Back Ne*t Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone, 850-487-1824 The State of Florida is an WEED employer. Copyright 2007.2013 State of Florida.:: Privacy Statement .: ar .«ID81ty S ate nt :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a publeC-records reQues6 do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any Questions, please Contact 850 487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S must provide the Department with an email address If they have one. The !mails 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 h=. Product Approval Accepts: IS xl MW Credit Card Safe. http://www. floridabuilding. org/prlpr_app_dtl .aspx?param=wGEVXQwtDgtOc8bnSknRps9... 9/7/2017 M WARRIOR® ROOFING MANUFACTURING P.O. BOX 40185 • TUSCALOOSA, AL 35404 • PHONE (205) 5531734 • FAX (205) 5531755 193 LEROY ANDERSON ROAD • MONROE, GA 30655 • PHONE (770) 207-0695 • FAX (770) 207-0775 323 DEVELOPMENT AVENUE • CHAMBERSBURG, PA 17201 • PHONE (717) 709-0323 • FAX (717) 709.=7 Roofing Felt Installation Recommendations Be aware that roofing felt should not be walked upon prior to fastening into position. Proper safety equipment is recommended for all installations. Also, the roof decking should be clear -of debris and moisture prior to installation of the roofing felt. Roofing felt should be installed from the bottom of the roof in horizontal layers to increase the water shedding ability of the felt. The initial layer of felt should be installed to cover the bottom edge of the decking, from edge to edge. Overhang is not required. Anchor the top comer of the felt after it has been properly positioned and roll the felt out across the roof. Pay careful attention to roll the felt out smoothly, avoiding wrinkles as you move across the roof. The top edge of the felt should be fastened no less than every eight inches. The middle and bottom edge should also be fastened no less than every eight inches. Fasteners should be applied no less than every eight inches along the eaves. The next -course of felt should also be aligned with the roof edge and should overlap the previous course two inches (sometimes referred to as head lap). In the event you get to the end of a roll prior to getting to the opposite edge of the roof, begin a new roll with a four inch overlap over the end of the prior roll (sometimes referred to as end lap). The same fastening pattern used on the middle and bottom of the initial course should be used for each subsequent course. For the top of each subsequent course, fasten intermittently to hold the top edge in place until the next course is applied. The fasteners in the bottom of the next course will hold the top of the previous course securely. Continue up the roof in this manner. Be sure to firmly fasten the top of the final course if it terminates at the top edge of the roof. Otherwise, overlap the felt over the ridge and secure then begin at the bottom of the other side of the ridge and repeat the process. In valleys, lay a vertical section of roofing felt the length of the valley prior to the installation of the horizontal runs of roofing felt. If you use more than one section of roofing felt in a valley, be certain to start at the bottom and overlap each: subsequent length a minimum of twoin • inches as you move up the valley to¢irisure ji op,vuater shedding. _ __ In the event some wrinkles are created while fastening down a course of felt, slice the wrinkles and fasten them flat to the deck. Then seal the cuts with waterproofing cement. Installation of the primary roof covering (ex. Shingles) is recommended immediately after felt installation. NOTE: LOCAL BUILDING CODES MAY REQUIRE A DIFFERENT FASTENING PATTERN AND/OR SPECIFIC FASTENER TYPES THAN RECOMMENDED BY THESE INSTRUCTIONS. PLEASE CONTACT YOUR LOCAL BUILDING CODE ADMINISTRATOR FOR THE EXISTENCE OF REGIONALLY SPECIFIC FASTENING REQUIREMENTS. A CITY OF SANFORD BUILDING & FIRE PREVENTION D PERMIT APPLICATION 1 Application No: Documented Construction Value: $ Job Addrrless sr I l.. V Historic District: Yes NoW Parcel ID: Residentialo)Commercial Type of Work: NewE'Addition Alteration Repair Demo Change of Use Move Description of Work: Plumbing New Residential Construction Plan Review Contact Person: Khrissy or Jamie Title: Cle 'cal Phone: 407-323-7515 Fax: 407-323-8954 Email: info D.a i-orlandb/com Property Owner Information Name I d .J Phone: //,, Street: Resident of property? : v City, State Zip: Contractor Information Name Advantage Plumbing, Inc. Phone: 407-323-7515 Street: PO Box 1117 Fax: 407-323-8954 City, State Zip: Sanford, FL 32772 State License No.: CF-CO57881 ArchitectlEngineer 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 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, we0s, 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 Applicatiun 1 NQnCE: In addition to the regWfemants 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 requited fmm otter goverrtmeotal entities strcb as water managemtent distracts, 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 notated 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 cummi ICC Valuation Table in erect 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 witb all applicable laws regulating construction and zoning. ftu me of OMWAgent DM Print OwnedAgent'a Name Sigoatme of Notary-Sbte of Fetich Oft Owner/Agent is Personally Known to Me or Produced ID Type of ID 1/16/18 Signature of CootreotDOAga t Date A. Tboam Smith Print GoDtractodAgatt'a Noce 16/18 9rgaa re o 'ohry- off Date NOTARY PUBLIC STATE OF FLORIDA Corm* GG438888 Expires 8121=1 Contractor/Agent is X Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTIUITIES: WASTE WATER: ENGINEERING: COMMENTS: nevi,&- luxe 30.2015 FIRE: BUILDING: Pacmit Appriadioo CITY OF SANFORD BUILDING & FIRE PREVENTION rceJono- -F PERMIT APPLICATION od(l — r(1 Application No: Documented Construction Value: $ Historic District: Yes No Q Job Address:3 22 g 0&- Residential O'Commercial Parcel ID: New Addition Alteration Repair Demo Change of Use MoveEl Type of Work. Description of Work: a u Title• Plan Review Contact Person: Fax: Email: Phone: Property Owner Information Phone: Name Resident of property? Street: City, State Zip: Contractor Information Phone: 8l 9 it' 3 03 exa 3 Name v ,.,,_. Or! Fax: Street: City, State Zip Tn .,, nn F . State License No.: Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: _ Address: Phone: Fax: E-mail: Mortgage Lender: Address: F COMMENCEMENT MAY RESULT IN YOUR WARNING TO OWNER: YOUR FAILURE TO ROC RRPROPERTY. A NOTICE OA NOTICE OF COMMENCEMENT MUST IN BE PAYING TWICE FOR IMPROVEMENTS TO YOU INSPECTION. RECORDED AND POSTED ON THE JOB SIBEFORE AN ATTORNEYTHE FIRST BEFORE RECORDING YOUR NOTICE OF FINANCING, CONSULT WITH YOUR LENDER COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations it must be secured for electrical work, plumbing, signs, wells, pools, commencedpriortotheissuanceofapermitandthatallworkwillbeperformeddtomeetstandardsofalllawsregulatingconstructionindicated. I certify that no work or installation has in this jurisdiction. I understand that a separn p furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Permit Application Revised: June 30, 2015 be additional restrictions applicable to this property that may be 4p_TICE In addition to the requirements of this permit, there may admits required from other governmental entities such as water _ public records of this county, and there may be additional .psoundinthep _ management districts, state agencies, or federal agencies. of the requirements of Florida Lien Law, FS 713. Acceptance of permit is verification that 1 will notify the owner of the propertypermit submittal. A copy of the executed contract is requiredofaplanreviewfeeatthetimeofpvalue time is issued, in al - The City of Sanford requires payment e and will be considered the estimated Tabletonn effect at the time the the ofn'ta value, in order to calculate a plan review charge ante. Should calculated charges figured off the executed contract exceed the actual construction TheactualconstructionvaluewillbefiguredbasedonthecurrentICC 'Valuation. accordance with local ordinance. creditwillbeappliedtoyourpermitfees when the permit'is issued. talloftheforegoinginformation is accurate and that all work will OW1`1ER'S AFFIDAVIT: I certify that laws re ulatin construction an n g g g be done in compliance with all applicable Date Signature of owner/Agent - Print Owner/Agent's Name Signature of Notary-state.of Florida Date Owner/ Agent is personally'Knowti to Me or - Produced ID . - _ Type of D Print C ontr3ctor/Agent's Name - C r++ Date J signature ,n tary-state US, O'Clalr Commlasslon GG151707 Expires: 000be, 15, 2021 f10, V tnitl maiv Contractor/ Agent is Pe sonally Known to - Produced ID — TYPe VL BELOW IS FOR OFFICE USE ONLY Mechanical Plumbing0 Permits Required: Building[] E 1 ctrical Occupancy Use: Construction Type* total Sq Ft of Bldg: Min. Occupancy. Load: Gas R90f Flood Zone: of Stories: Plumbing = # of Fixtures New construction: Electric - # of Amps - Fire Alarm Permit'. Fire Sprinkler Permit: Yes[] No APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads UTILITIES: FIRE: Yes • No W ASTE W ATER: BUILDING: Permit Application J WYNDtiAPA PRESERVE CONTRACT AGRE MENT SERVICE SQ FT A/C SYSTEM PRICE PLAN SIZE 10-kW HEAT 240V, 60A 6,663.00 BARCELONA 200A 2392 5-TON AC 240V, 50A Jo -kW HEAT 240V, 60A 6;667.00 CARNIVAL 200A 2402 STON AC 240V, 50A 10-kW HEAT 240V, 60A 8,477.00 CYPRESS 200i4 3449 5-TON AC 240V, 50A 10-kW HEAT 240V, 60A 6,992.00 GLASTONBURY 200A 2798 5-TON AC 240V, 50A 8-kW HEAT 240V, SOA 5,740.00 MADRONA 200A 2091 4 TON AC 24OV, 40A 8-kW HEAT 240V, 50A 5,455.00. MARGATE II 200A 1966 qTORAC 240V, 40A 8-kW HEAT 240V, 50A 5,701.00 MELBOURNE 200A 2107 4-TON AC 240V, 40A 5-kW HEAT 240V, 35A 4,279.00 MILAN 200A 1349 3-TON AC 240V, 30A 10-kW HEAT 240V, 60A 6, 281-00 PEMBROOKE 200A 2570 5-TON AC 240V, 50A 10-kW HEAT 240V, 60A 6,616.00 PENNSACOLA 200A 2570 5-TON AC 240V, 50A DATE:- CONTRACTOR/ OWNER, - ! DATE: EDMONSON ELECTRIC: N- _ lectri:. com r.... rrrv—•:.-. r•i.. m.r.++®v.••ti•—.'n.. vwv..wxe---•r aw.xr. ..> Y.¢•¢• wRCr S_..-Yl.c--t.'.M•t a +Jt• 1034 Skipper Road •Tampa, FL 3 13-Ph un9 s 40c jWsao:(g13) 910-8546 • wwW.EdmonsonElectric.com UNIVERSAL ENGINEERING SCIENCES Consultants In: Geotechnical Engineering • Environmental Sciences Geophysical Services • Materials Testing • Threshold Inspection Building Code Administration, Compliance Inspection & Plan Review 3532 Maggie Blvd, Orlando, FL 32811 - P: 407.423.0504 - F: 407.423.3106 UES Project No: 0110.1700817.0000 Workorder No: 9355491-1 Report Date: 02/08/2018 312g Cc Client: Park Square Homes UES Technician Jean Cartagena 5200 Vineland Road, Suite 200 Date Tested 02/05/2018 Orlando, FL 32811 Project: Wyndham Preserve, House Lot Testing East Lake Mary Boulevard & Brisson Avenue South, Sanford, Seminole County, FL 32773 Type of Test: Area Tested: Residential House Pad, Lot 4 Field: ASTM D-2937 Drive Cylinder Method Material: Native Laboratory: ASTM D1557 Modified Proctor Reference Datum: 0 = Bottom of Footing Hand Auger Borings: Location of Auger Borings: East Side of Lot Was Building Pad Staked: N Depth of Waterable Below Grade: 6.00 Borings Terminated 2 Feet Into Native Ground? N Number of Locations: 1. Depth of Each Boring: 6.00 Unsuitable Soils: Were unsuitable soils encountered: N Samples Obtained: N to 2' Brown tan sand; 2' to 3' Gray sand with roots; 3' to 4' White ind: 4' to 6' Brown sand Laboratory Test Results: Organic Content; N/A Moisture Content: N/A Should Material be Removed: N/A In -Place Density Test Report The tests below meet the 95% minimum compaction requirement. Test No. Location of Test Range Maximum Density pcf) Optimum Moisture Field Dry Density pcf) Field Moisture Soil Compaction Pass or Fail 1 North Footing 0-1 ft 106.8 10.6 104.3 11.3 98 Pass 2 South Footing 1-2 ft 106.8 10.6 102.1 10.7 96 Pass 3 West Footing 1-2 ft 106.8 10.6 103.9 12.2 97 Pass 4 North Side of Pad ( TOF) 1-2 ft 106.8 10.6 104.4 11.9 98 Pass 5 1 South Side of Pad ( TOF) 2-3 ft 1 106.8 1 10.6 1 103.5 1 11.0 97 Pass Remarks: (TOF) 0 = Top of Fill 3728 Saltmash Loop To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval. Page 1 1.7- 3S8.2, 37 DESCRIPTION AS FURNISHED: Lot 4, 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 LAKE MARY BL VD VARIABLE MOTH RICHT-OF-WAV) S 89'4217" W 40,00' 40' BUFFER. WALL. LANDSCAPE a SI ALK ESMT. f LOT 4 LOT 5 LOT J 14.0 14 5.00' 10.0 p o O ~ FORME O •vTOi y PORN 8.0' s.00' 5.00' 1 I f 15.20' 25.20' CQ, I I I ESNr. T' 5500' @ j e.g.) P.C. S 89'40'51 " W SETBACKS AS FURNISHED 40.00' FRONT - 25'(•) REAR - 20' SIDE - 5' (0' LOT) 07.5' (60' LOT) '1} 10' (75' LOT) SIDE STREET - 25' (60' h 75' LOT) _ AN A'5AL TMARIS U LOOP25' FROM SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN Sp' PRIVATE ROAD) IN UCCESSION AT 20' AND A MINMUM2) S OF (2) IN SUCCESSION AT 25' TOTAL LOT AREA 7.178 3 SQUARE FEET PROPOSED . nNSHED SPOT GRADE ELEVATIONS FLATMIORK ON/OFF LOT - TOTAL t SQUARE FEET FLATWORK PER DRAINAGE PLANS j DRIVE IOJ/ 110- 4133 SQUARE FEET FOUNMTION/PAD 1,641 t SQUARE FEET Nr . PROPOSED DRAINAGE FLOW WALKS 69/ 2D0- 269 t SQUARE FEET REAR PATIO 117 3 SQUARE FEET LOT GRADM TYPE A SOD 4,8J8/ 130 - 4.968 t SOUARE FEET FRONT PORCH DECK 99 t SQUARE FEET POOL DECK N/A 3 SQUARE FEET PROPOSED F.F. PER PLANS - 30.8' NOTE; FROM 510EWAUI AND STREET LOCATION TAKEN MIN PLANS AROv1017) BY CL DR • NOT FIELD VEWXV CRUSE' NMEYER-SCOTT ASSOC., INC. - LAND SURVEYORS LEM1p . LEA 54W E. COLONLA DR. ORLANDO. FL 32807 (407)-277-3232 FAX (407)-658-1436 aL - Pew Of LM am NC I'IL' • V Mf[ O!/11K AMIM 1. 7M[ Ii OC QD OOD MD Y f 1T' IIMi RQ SwIrr NEM R[ STNOW9 6 / IZIu SEI IORaf M fK iL0 00f a7w fY Rdo1A{W16110A11T CCLf MAMA N 76f10H •77w. rLaMIM STAMR7 fi • r®71 V t q pMVANRE G • VIM NO lotrorl W • LAWL Mr, Y .LAC LR r'JIL KIL NOr05OrML 71MKIV6 AMD YA1POtf N OL 701 L-17 1. 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R,LS 1 46DI ZONE 71• LNP / 021OW0235H (12-22-10) Revision Response to Comments APR 11 2018 City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 17 - 319 a Submittal Date Project Address: 37 2 % S4ZI04 ,9f4 4&olo Contact: M kckr LL PaR K 1 Sdnt Ph: Email: Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Fax: General description of revision: CO'"- t5Cc -b FI LC-(z 7i )AGE 'l ROUTING INFORMATION Approvals 11 Building SF 64.1'7 -100 RECORD COPY 1 b,a n•r , ; J I vw u r EA w j L h v VIID/yG SANFORD oyni& F'OARTM ISION#17_3582 u , 6/ Revision Response to Comments Permit # Project Address: Contact: L Vt Pl, Ph: Email: City of SanfordJUN20201.5 Building & Fire Prevention Division s Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date 7 —a .) / —2 9 0 Fax. ***CONTACT*** Clark 407-257-6940 Daphne@PermitsPermitsPermits.com Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water General description of revision: awl, Alc 61craj i d-ema ai &/67 w,40 4) ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 13 Building 5F • I- l$ RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 004 Barcelona A LHG Bed4 - S Builder Name: One Stop Cooling and Heating BUkO' b Street: 3728 Saltmarsh Loop Permit Office: City of Sanford S. C City, State, Zip: Sanford , FL , Permit Number: t Owner: Park Square Homes Jurisdiction: 691500 Design Location: FL, Orlando County: Seminole (Florida Climate Zone 2) q,4 ENS 1. New construction or existing New (From Plans) 9. Wall Types (2939.0 sgtt.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1539.00 1112 b. Concrete Block - Int Insul, Exterior R-4.1 1194.70 ftz 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 205.33 ftz 4. Number of Bedrooms 4 d. N/A R. 112 10. Ceiling Types (1502.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1502.00112 6. Conditioned floor area above grade (f12) 2413 b. N/A R= ftz Conditioned floor area below grade (ftz) 0 c. N/A R= ftz 11. Ducts R 1`12 7. Windows(286.0 sgft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 482.6 a. U-Factor: Dbl, U-0.55 165.00 ft2 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 64.00 f12 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 47.0 SEER:16.00 c. U-Factor: Dbl, U=0.54 57.00 f12 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A f12 a. Electric Heat Pump 45.5 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 2.515 ft. Area Weighted Average SHGC: 0.233 14. Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (2413.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1186.00 1`12 b. Conservation features b. Floor Over Other Space R=0.0 911.00 ff2 None c. other (see details) R= 316.00 ff2 15. Credits Pstat Glass/Floor Area: 0.119 Total Proposed Modified Loads: 69.66 PASSTotalBaselineLoads: 72.63 1 hereby certify that the plans and specifications covered by Review of the plans and 1-CHE SJ;41, 01thiscalculationareincompliancewiththeFloridaEnergyspecificationscoveredbythis O Code. BOJan Digitally signed by Bojan Paukovic calculation indicates compliance Paukovic Date: 2018.06.1809:15.06 with the Florida Energy Code. t=:. ;,.•. , O PREPARED BY: _ oaoo Before construction is completed 0 DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this building, as designed, is in compliance Florida Statutes. ft, C with the Florida Energy Code. O OD WE f OWNER/A-( 7 E BUILDING OFFICIAL: DATE: 7 3fDATE: $- r l/ Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed In accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist In accordance with R402.4.1.1 and starting July 1, 2017 ALL PROJECTS require an envelope leakage test report with envelope leakage no greater than 7 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested In accordance with Section 803 of RESNET Standards, Is not greater than 0.030 On for whole house. 6/18/2018 9:12 AM EnergyGauge® USA - FlaRes20104 SectionpltffrPage1of5 FORM R405-2014 PROJECT Title: Lot 004 Barcelona A LHG Be Bedrooms: 4 Address Type: , Lot Information Building Type: User Conditioned Area: 2413 Lot # 4 Owner Name: Park Square Homes Total Stories: 2 Block/SubDivision: WP of Units: 1 Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 0 Street: 3728 Saltmarsh Loop 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, 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 2413 20845.8 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 1186 11029.8 Yes 1 1 1 Yes Yes Yes 2 2nd Floor 1227 9816 No 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor ---- ---- 141 Hz 11 0.29 0 0.71 2 Floor over Garage 2nd Floor ---- ___- 175 f12 11 0.29 0 0.71 3 Slab -On -Grade Edge Insulatio 1 st Floor 128 it 0 1186 ft2 0.29 0 0.71 4 Floor Over Other Space 2nd Floor ---- ---- 911 Hz 0 0.29 0 0.71 ROOF Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1680112 0 ft2 Dark 0.9 N 0.9 No 0 26.6 ATTIC J# Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1502112 N N 6/18/2018 9:12 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 30 Blown 1502 ft2 0.1 Wood WALLS Adjacent S pace Cavity Width Height Sheathing Framing Solar Below rnt T.o Wall -Type B Value-Et-In_Et In Area R-Vallue-Eraction Ah or Grade% 1 E Exterior Frame - Wood 2nd Floor 11 55 6 9 0 499.5 ft2 0 0.25 0.8 0 2 E Exterior Concrete Block - Int Insul 1st Floor 4.1 45 0 9 4 420.0 f12 0 0 0.8 0 3 S Exterior Frame - Wood 2nd Floor 11 30 0 9 0 270.0 ft2 0 0.25 0.8 0 4 S Exterior Concrete Block - Int Insul 1st Floor 4.1 8 0 9 4 74.7 ft2 0 0 0.8 0 5 W Exterior Frame - Wood 2nd Floor 11 55 6 9 0 499.5 ft2 0 0.25 0.8 0 6 W Exterior Concrete Block - Int Insul 1 st Floor 4.1 45 0 9 4 420.0112 0 0 0.8 0 7 N Exterior Frame - Wood 2nd Floor 11 30 0 9 0 270.0112 0 0.25 0.8 0 8 N Exterior Concrete Block - Int Insul 1 st Floor 4.1 30 0 9 4 280.0112 0 0 0.8 0 9 Garage Frame - Wood 1st Floor 11 22 0 9 4 205.3 fie 0 0.25 0.8 0 DOORS Orni Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Insulated 1st Floor None 39 3 8 24 I12 2 Wood 1st Floor None 39 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 E 1 Metal Low-E Double Yes 0.55 0.22 15.0 I12 1 It 0 in 1 ft 0 in Drapes/blinds None 2 E 1 Metal Low-E Double Yes 0.54 0.25 6.0 ft2 1 ft 0 in 1 it 0 in Drapes/blinds None 3 E 1 Metal Low-E Double Yes 0.54 0.25 15.0 fie 1 ft 0 in 1 it 0 in Drapes/blinds None 4 E 2 Metal Low-E Double Yes 0.55 0.22 15.0 fie 1 ft 0 in 11 ft 0 in Drapes/blinds None 5 E 2 Metal Low-E Double Yes 0.54 0.25 4.0 1`112 8 It 0 in 1 It 4 in Drapes/blinds None 6 S 3 Metal Low-E Double Yes 0.55 0.22 15.0112 1 it 0 in 1 ft 0 in Drapes/blinds None 7 S 3 Metal Low-E Double Yes 0.54 0.25 4.0 ft2 1 ft 0 in 1 It 0 in Drapes/blinds None 8 S 3 Metal Low-E Double Yes 0.54 0.25 12.0 fie 1 ft 0 in 1 It 0 in Drapes/blinds None 9 W 5 Metal Low-E Double Yes 0.55 0.22 15.0 fie 1 ft 0 in 1 ft 0 in Drapes/blinds None 10 W 5 Metal Low-E Double Yes 0.54 0.25 12.0 ft2 1 ft 0 in 1 ft 0 in Drapes/blinds None 11 W 6 Metal Low-E Double Yes 0.55 0.22 45.0 ft2 1 ft 0 in 11 ft 0 in Drapes/blinds None 12 W 6 Metal Low-E Double Yes 0.54 0.25 4.0 f12 1 ft 0 in 11 0 0 in Drapes/blinds None 13 N 7 Metal Low-E Double Yes 0.55 0.22 30.0 ft2 1 It 0 in 1 It 0 in Drapes/blinds None 14 N 8 Metal Low-E Double Yes 0.55 0.22 30.0 ft2 1 ft 0 in 1 ft 4 in Drapes/blinds None 15 N 8 Metal Low-E Double Yes 0.58 0.25 64.0 ft2 7 It 4 in 1 ft 4 in None None 6/18/2018 9:12 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 455 ft2 455112 64 ft 9.3 It 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000384 2432 133.51 251.09 .3508 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 45.5 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 47 kBtu/hr 1410 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use Se1Pn1 Conservation 1 Electric None Garage 0.9 50 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None f12 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 6 482.6 If Attic 120.65 Prop. Leak Free 2nd Floor --- cfm 72.4 cfm 0.03 0.50 1 1 6/18/2018 9:12 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin r Jan r Feb Mar A r Ma Jun Jul Au Se Oct Nov Dec Heating [X} Jan X} Feb Mar Apr May JunJXI Jul Aug Sep Oct Nov Dec Venting () Jan j Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/18/2018 9:12 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Buildin Performance and Prescriptive Methods ADDRESS: 3728 Saltmarsh Loop Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. 0 401.3 Energy Performance Level- (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. 0 R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verity compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). 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)(1), (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. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. rExceptlon: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 0 R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. 0 R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. 0 R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESN ET. Standards 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" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cim (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 6/ 18/2018 9:13 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. 0 R403.3 Mechanical system piping Insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105•F (41 •C) or below 55°F (13•C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping Insulation. 0 R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. O R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 1/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. O R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100•F to 140•F (380C to 60•C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. O R403.4.4.2 Water heating equipment. Water heating equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. 0 R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. 0 R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 6/18/2018 9:13 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) O R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return ducts) is installed in an unconditioned space. Exceptions: Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: 1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. p R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. p R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 55•F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F. O R403.9 Swimming pools, Inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting oft the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verify procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. O RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights O R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 6/18/2018 9:13 AM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Corn Page 3 of 3 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 96 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 (ffz) 7. Windows" Description a. U-Factor: Dbl, U=0.55 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 SHGC: SHGC=0.25 c. U-Factor: Dbl, U=0.54 SHGC: SHGC=0.25 d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor Over Other Space c. other (see details) 3728 Saltmarsh Loop, Sanford, FL, New (From Plans) 9 Wall Types Single-family a. Frame - Wood, Exterior b. Concrete Block - Int Insul, Exterior 1 c. Frame - Wood, Adjacent 4 d. N/A 10. Ceiling TypesNoa. Under Attic (Vented) 2413 b. N/A Area c. N/A 165.00 ft2 11. Ducts a. Sup: Attic, Ret: Attic, AH: 2nd Floor 64. 00 f12 12. Cooling systems 57. 00 f12 a. Central Unit f12 2. 515 ff. 0. 233 Insulation Area R= 0.0 1186.00112 R= 0.0 911.00 ft2 R= 316.00 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: Insulation Area R= 11.0 1539.00 ff2 R= 4.1 1194.70 f12 R= 11.0 205.33 ft2 R= ft2 Insulation Area R= 30.0 1502.00 ft2 R= ft2 R= ft2 R ft2 6 482.6 kBtu/ hr Efficiency 47. 0 SEER:16.00 kBtu/ hr Efficiency 45. 5 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. 6/ 18/2018 9:12 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 004 Barcelona A LHG Bed4 - S Builder Name: One Stop Cooling and Heating Street: 3728 Saltmarsh Loop Permit Office: City of Sanford City, State, Zip: Sanford, FL , Permit Number: Owner: Park Square Homes Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air light, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/18/2018 9:13 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 Protect Summary Job: Lot004 Barcelona Al-HG... wrightsoft• J Date: 10/17/2017 Entire House By: LF/MC One Stop Cooling and Heating 7225 Sardsoove Court, Wider Park FL 32792 Phore: (407) 629.6920 Fax: (407) 629.9307 Web: wwwOre topCoolirg oom License. CAC032444 For: Park Square Homes 3728 Saltmarsh Loop, Sanford, FL Notes: Desi_qn Information Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 68 OF Inside db 74 OF Design TD 26 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 49 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 22587 Btuh Structure 22714 Btuh Ducts 3448, Btuh Ducts 9979 Btuh Central vent (0 cl m) 0 Btuh Central vent (0 cim) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 26035 Btuh Use manufacturer's data n Rate/swin multi 0.97 Infiltration Equipmenisensibleload 31843 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3679 Btuh Ducts 2079 Btuh Central vent (0 cfrn) 0 Btuh Heating Cooling none) Area (1`12) 2536 2536 Equipment latent load 5757 Btuh Vblume (113) 23181 23181 Air changesitbour AVF 0.41 158 0.21 Equipment Total Load (Sen+Lat) Req. 0.75 SHR 37601 3.5 Btuh Equiv. (cfm) 81 total capacity at ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR6048H1 Cond 4TWR6048H1 AHRI ref 7563627 Coil TEM6AOD48H41++TDR AHRI ref 7563627 Efficiency 9 HSPF Efficiency 13.0 EER,16 SEER Heating Input Sensible cooling 35250 Btuh Heating output 45500 Btuh @ 47°F Latent cooling 11750 Btuh Temperature rise 0 OF Total cooling 47000 Btuh Actual airflow 0 cfrn Actual airflow 1567 cfm Air flow factor 0 cf m/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point = 27 OF Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. C -FW wrlgts- 2018-,ko180909,07 r+t, •-» h^•-oft- --• - Rigl l-Sute®Unversal 2018 18.0.19 RSU16877 Page 1 G Bed4 - S1Lot 004 Barcelore A LHG Be& - S rtV Cale - Ml8 Frorl Door laces: S wrightsott, Right-J® Worksheet Job: Entire House Date: Br. One Stop Cooling and Heating 7225 Sardsoove Coot. Wirier Park FL 32792 Phore (407) 629.6920 Fax: (407) 629 - 9307 Web: wwwOreStopCoolirg.com Ucerse: CAC032444 Lot 004 Barcelona A LHG Bed.. 10/17/2017 LF/MC 1 Room name Entire House FOY 2 Exposed well 299.0 11 17.0 D 3 Room height 9.1 It d 93 It heat/cool 4 Room dimensions 1.0 x 159.5 fl 5 Room area 2535.8 fF 159.5 IP Ty Construction U-value Cr HTM Area (W) Load Area (W) Load Btuh41 *n BWh or perimeter (A) BWh) or perimeter (A) Bluh) Heat Cod Gross N/PS Heat Cool Gross NIPS Heat Cod 6 12B-ORN 05.2om 4B5-21m 0.097 O550 O.540 ne ne no 2.53 14.35 14.09 2.82 22.14 2359 500 15 6 464 0 0 1173 215 85 1306 332 142 0 0 0 0 0 0 0 0 0 0 0 0 G 11 465.21m 13A-4ocs OS40 0.143 no no 14.09 3.73 23.59 2.90 15 419 0 400 211 1491 354 1157 0 84 0 69 0 2% 0 199 4A5.2om 4135.21m 128.OSN 0.550 0.540 0.097 ne ne se 14.35 14.09 2.53 22.14 2359 2.82 15 4 270 0 0 239 215 56 605 332 94 673 15 0 0 0 0 0 215 0 0 332 0 0 VLS 4A5.2om 4135.21m 0.550 0.540 se se 1435 14.09 21 A2 20.81 15 4 4 3 215 56 321 83 0 0 0 0 0 0 0 0 4135-21rn 13A•4005 11D0 O.540 0.143 03% se se se 14.09 3.73 10.18 21.90 2.90 1227 12 74 24 5 50 24 169 188 244 263 146 294 0 74 24 0 50 24 0 188 244 0 146 294 ILS12B•Oary 4A5.2om 0.097 0.550 sw sw 2.53 1435 2.82 21A2 500 15 473 4 1196 215 1331 321 0 0 0 0 0 0 0 0 4135.21m 13A•4ocs 4A5.2om O.540 0.143 0.550 sw sw sw 14.09 3.73 1435 20.81 2.90 2257 12 419 45 8 370 0 169 1379 646 250 1070 1016 0 0 0 0 0 0 0 0 0 0 0 0 V I-( 4B5.21n 12B-09w 4A5-2Dm 0 540 0097 0.550 sw nw nw 14.09 2.53 14.35 24.09 2.82 22.14 4 270 30 0 240 0 56 608 431 96 676 664 0 0 0 0 0 0 0 0 0 0 0 0 yl L a 13A-4ocs 4A5.2om 0.143 0.550 nw nw 3.73 1435 2.90 22.14 279 30 185 0 690 431 536 664 0 0 0 0 0 0 0 0 I P 4A5.2omd 12C•09w 0.580 0.091 rnv 15.14 238 27.72 151 64 205 0 183 969 435 1774 276 0 0 0 0 0 0 0 0 LD 11 DO 03% n 10.18 1227 21 21 217 262 0 0 0 0 C 16B-30ad 0032 0.84 1.76 1513 1513 1264 2660 0 0 0 0 F 19A•Obscp 0295 2.89 Z04 140 140 404 285 0 0 0 0 F 19C-19csco 0049 0.44 031 175 175 78 55 0 0 0 0 F 22A Ipm 1.180 30.80 0.00 1198 128 3942 0 160 17 524 0 6 c) AED excursion 793 29 Envelope loss/gain 18056 18228 1428 942 12 a) Infiltration 4531 1636 262 95 b) Room ventilation 0 0 0 0 13 Internal gains'. Omipants@ 230 5 1150 0 0 Appliartoes/olher 1700 0 Subtotal (lines 6 to 13) 22587 22714 1690 1037 LesSexlemalload 0 0 0 0 Less trarder 0 0 0 0 Redistribution 0 0 1690 1037 14 Subtotal 22587 22714 0 0 15 Duct loads 1 150% 440% 3448 9979 16% 50% 0 0 Total room bad I 26035 32693 0 0 Air required (dm) 10 1567 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. w tlgF teoTt- 2018-Ju+18090907 Ftigh-Sute®Uriversal201818 019 RSU16877 Page 1 AMK . GBed4 - SILO 004 Barcelore A LFIG Bed4 - S.rup Calc = NUB Frort Door laces: S wrightsoft- Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court. Wirier Park FL 32792 Phone: (407) 629.6920 Fax: (407) 629 - 9307 Web: wwwOra topCoollrg com License: CAC032444 Job: Lot 004 Barcelona ALHG Bed.. Date: 10/17/2017 By: LF/MC 1 Room name LOFT DIN 2 Exposed well 17.0 it 33.0 11 3 Room height 9.0 ft hsaftol 93 11 heakool 4 5 Room dimensions Room area 1.0 x 297.5 II 2975 IF 135 x 12.0 II 1620 IF Ty Construction number U-value Btirt1AP-°F) Or HTM Btuh" Area VF) or perimeter (A) Load Bluh) Area (I) or perimeter (D) Load Bbrh) Heat Cool Gross NIPS Heat Cool Gross NIPS Heat Cod 6 12B-Ow 0.097 ne 253 2.82 23 23 57 63 0 0 0 0 4A5-2om 4B5.21m 0.5W O,540 ne ne 14.35 14.09 22.14 2359 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0TE 11 485.21n 13A-4ors 0.540 0.143 ne ne 14D9 3.73 23.59 M) 0 0 0 0 0 0 0 0 0 112 0 112 0 417 0 323 4A5.2om 0.5W no 1435 22.14 0 0 0 0 0 0 0 0 4B5.21m 0.540 ne 14D9 2359 0 0 0 0 0 0 0 0 12B-09w 0.097 se 253 2.82 0 0 0 0 0 0 0 0 4A5.2om 0.550 se 1435 21 A2 0 0 0 0 0 0 0 0 485.21m O.540 se 14.09 20.81 0 0 0 0 0 0 0 0 t-D 4B5.21n 13A-4ors 0.540 0.143 se se 14.09 3.73 21.90 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11 DO 0.390 se 10.18 1227 0 0 0 0 0 0 0 0 126.09w 0.097 9w 253 2.82 131 119 300 334 0 0 0 0 4A5.2om 0.550 9w 1435 21A2 0 0 0 0 0 0 0 0 485.21n 0.540 sw 14.09 20b1 12 4 169 250 0 0 0 0 Vy 13A-4ocs 0.143 sw 3.73 2.90 0 0 0 0 70 70 260 202 I--C 4A5.2om 0.550 sw 1435 2257 0 0 0 0 0 0 0 0 Lam^ t-G 485.2hn 128.O9w 05-2om 0.540 0.097 0.550 sw rrw nw 14.09 253 14.35 24.09 2.82 22.14 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 I-G 13A-4ocs 4A5.2om 0.143 0.550 n w rrw 3.73 1435 2.90 22.14 0 0 0 0 0 0 0 0 126 30 96 0 357 431 277 664 Ili P 4A5.2omd 12C-09N 0580 0.091 rrw 15.14 238 27.72 151 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L-D 11D0 0,390 n 10.18 1227 0 0 0 0 0 0 0 0 C 169.30ad 0032 0.84 1.76 298 298 248 523 162 162 135 285 F 19A-Obstp 0295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19c= 0049 0.44 031 12 12 5 4 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 0 0 0 0 162 33 1016 0 6 c) AED exoursfon 43 150 Envelope lossfgain 780 1217 2616 1909 12 a) Infiltration 254 92 509 184 b) Room ventilation 0 0 0 0 13 Internal gains: Omipants@ 230 0 0 0 0 Appliarloes/otller 0 0 Subtotal (lines 6 to 13) 1034 1308 3125 20M Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 166 219 0 0 14 Subtotal 1200 1527 3125 2093 15 Duct loads 15% 38°h 1751 581 16/6 500/6 493 1044 Total room bad 1375 2109 1 3618 3136 Air required (dm) 1 0 101 0 150 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Flo-wr ghtooi't' 2018-.1un180909,07 A '"`" Fig11-Srile®Uriversal201818019RSU16877 Paget G Bed4 - SV. ot 004 Baroelors A LHG Bec14 - S.r p Cale." Frorl DDor laces: S f- wrightsoft- Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardsoove Cool, W irler Park FL 32792 Phcre' (407) 629.6920 Fax: (407) 629 - 9307 Web: wwwOreSlopCoolirg com Licerse: CA0032444 Job: Lot 004 Barcelona A LHG Bed.. Date: 10/17/2017 By: LF/MC 1 Room name LATH Krr 2 Excused well 325 0 125 It 3 Room height 9.3 ft heatibool 9.3 ft heaV000l 4 5 Room dimensions Room area 1.0 x 291$ If 2915 fF 135 x 125 ft 168.8 w Ty number BGrhA -9 BOih" oreaPerimeetter (0) Load BGih) Area o Perimeetter (1) Load Bluh) Heal Cod Gross N/P/S Heal Cod Gross N/P/5 Heat Cool 6 yl F--G 12B-Osw 05.2om 4B5.2hn 0.097 0.550 0.540 ne ne ne 2.53 14.35 14.09 2.82 22.14 23.59 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----GG 11 4B5.21m 13A-4ocs 0.540 0.143 no ne 14.09 3.73 23.59 2.9D 0 0 0 0 0 0 0 0 0 116 0 116 0 434 0 337 4A5.2Dm 4B5.21m 12B-09v 0550 0.540 0.097 no ne as 14.35 14.09 253 22.14 23.59 2.82 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 4A5.2om 4B5-21m 0.550 0540 se se 14.35 14.09 21.42 20.81 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4B5.21m 11 DO 0.540 0.143 0.390 se as se 14.09 3.73 10.18 21.90 2.90 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0t13A-4ocs D yl 12B-09w 4A5.2om 0.097 05W sw sw 253 14.35 2.82 21 A2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ili Vy 1--G 4B5.2hn 13A•4ocs 05.2om 4B5-21n 12B-09w 4A5.2om 0S40 0.143 05W 0540 0.097 0 550 sw aw sw sw nw nw 14.09 3.73 14.35 14D9 253 1435 20.81 2.90 2257 24.09 2,62 22.14 0 149 30 0 0 0 0 119 0 0 0 0 0 443 431 0 0 0 0 344 677 0 0 0 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 Vy G 13A•4ocs 4A5-2Dm 0.143 044% r1w nw 3.73 14.35 2.90 22.14 153 0 89 0 334 0 259 0 0 0 0 0 0 0 0 0 P 4A5.2omd 12C-Osw O-W 0.091 nw 15.14 2.38 27.72 151 64 0 0 0 969 0 1774 0 0 0 0 0 0 0 0 0 L-D 11 DO 0.390 n 10.18 1227 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 0 0 0 0 14 14 11 24 F 19A-O scp 0295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19tsoa 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-Ipm 1.180 30.80 0.00 292 33 10(11 0 169 13 385 0 6 c) AED excursion 562 68 Enwlope lossbain 3178 3617 830 292 12 a) Nitration 502 181 193 70 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliarlcesrother 0 1200 Subtotal (lines6 to 13) 3679 3798 1023 1562 Less e)tarrlalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 520 285 500 192 14 Subtotal 4199 4083 1523 1754 15 Dud loads 1 16% W/.l 663 2036 16% 50% 240 875 Total room load 4862 6119 1763 2628 Air required (dm) 0 293 0 126 Calculations approved by ACCA to meet all requirements of Manual J ft Ed. w eghteoTC- 2018-Ju:180909:07 A Right-SU"Uriversa12018 18.0.19 RSU16877 Page 3 G Bed4 - not 004 Baroslore A LHG Bed4 - S np Calc =NUB Frorl Door laces S wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Cool, W irter Park FL 32792 Ptona: (407) 629 - 6920 Fax• (407) 629 - 9307 Web' wwwOnDStopGoolirg.com Licerse' CAOD32444 Job: Lot 004 Barcelona ALHG Bed.. Date: 10/17/2017 By: LF/MC 1 Room name BED2 WIC 2 3 Exposed well Room height 105 fl 93 fl healbool 5.0 fl 93 fl hsaVDDDI 4 5 Room dimensions Room area 11.0 x 105 fl 1155 fR 5.0 x 5.0 fl 25.0 fF Ty nuCotsbertlion U-Vajue BbihA -9 Or Bh" oorreapedmeler (fl) Bh) orsperimeter (D) Bbi) Heat I Cool Gross NIPS Heal Cool Gross NIPS Heat Cod 6 VN 4A5.2omA5.20 485.21M 0.55005w 0540 no no no 253 1435 14.09 2. 1422.14 23.59 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 4B5.21m 0.540 0.143 no no 14.09 3.73 2359 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 V13A- 4005 4A5.20n 4B5.21n 128-Osw OZ.% 0.540 0.097 no no se 1435 1409 253 22.14 23.59 2.82 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 h 4A5.20m 485.21m 4135.21m 13A-4ors 11 DO 0550 0540 0540 0.143 03M se se se so se 1435 14.09 14.09 3.73 10.18 21A2 20.81 21.90 2.90 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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 L-D Vjl 12B-09N 4A5.2on 0.097 0550 9N sw 2.53 1435 2.82 21A2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I C; Vy G 4135.21m 13A-4ocs 4A5.2on 0.540 0.143 0.550 sw sw sw 14.09 3.73 1435 20.81 2.90 2257 0 98 15 0 83 0 0 308 215 0 239 339 0 47 0 0 47 0 0 174 0 0 135 0 t--G 4135-2Im 12&09w 4A5.2om 13A-40CS 4A5.20m 0.540 0097 0.550 0.143 0550 9w nw nw nw nw 14.09 2.53 1435 3.73 1435 24.09 2.82 22.14 2.90 22.14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 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, P L-D C F 4A5.2Dmd 12C-09N 11 DO 16&30ad 19A-0b9cp 0580 0.091 0.390 0032 0295 nw n 15.14 238 10.18 084 2B9 27.72 151 1227 1.76 2.04 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 F 19C•19csm 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22A-Ipm 1.180 30.80 0.00 116 11 323 0 25 5 154 0 61 c) AED excursion 1 64 1 1-7 Emoelope loss/gain 847 642 328 128 12 a) Inbltraliol 162 59 77 28 b) Room venblatim 0 0 0 0 13 Internal gains: Omxpants@) 230 1 230 0 0 Applianoesbltw 0 0 Subtotal Pines 6ID 13) 1009 931 Q51 156 Less exlemal load 0 0 0 0 Less transfer 0 0 0 0 Redisbibubol 372 228 0 0 14 Subtotal 1381 1159 405 156 15 Dud loads 1 169/6 50'/6 218 578 16% 5O9/6 64 78 Total room load 1599 1737 469 233 Air required (dm) 1 0 83 1 1 0 11 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 4'}r- wrrtghteoi'!' 2018-101809A907 Pigtt-SUloOLtriversal 201818 019 RSU16877 Page 4 G Bed4 - SV.o1004 Barcelona A LHG Bed4 - S r p Calc = MIB Frort Door hoes S wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Coot. W irter Park, FL 32792 None: (407) 629.6920 Fax: (407) 629.9307 Web: wwwOreStopCoolirgtom License: CAC032444 Job: Lot 004 Barcelona A LHG Bed.. Date: 10/17/2017 By- LF/MC 1 Room name t HALL STRI 2 Exposed well 0 f1 8.0 It 3 Room height 93 It heaVocol 93 0 heaV000l 4 5 Room dimensions Room area 10 x 44.0 It 44.0 fF 1.0 x 70.0 It 70.0 fF Ty Conslruclion U-value Or HTM Area (fF) Load Area (its Load number Blrw'9 BWMIxj or perimeter M BWh) or perimeter (D) Bluh) Heat Cool Gross N/Pl3 Heat Cool Grass IWPS Heat Cool 6 12B-09ry 0.097 ne 2.53 2.82 0 0 0 0 0 0 0 0 4A5-2om 0550 ne 1435 22.14 0 0 0 0 0 0 0 0 4B5.2hn 0 540 ne 1409 23.59 0 0 0 0 0 0 0 0 4135.21m 0.540 no 14.09 2359 0 0 0 0 0 0 0 0 11 13A-4ors 0.143 ne 3.73 2.90 0 0 0 0 74 74 278 215 4A5.2om 0.550 ne 1435 22.14 0 0 0 0 0 0 0 0 485.21m 12B-09w 0540 0.097 ne se 14.09 253 2359 2.82 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2om 0.550 as 14.35 21.42 0 0 0 0 0 0 0 0 4B5.26n 0540 se 14.09 20.81 0 0 0 0 0 0 0 0 485.21m 0.540 as 14.09 21.90 0 0 0 0 0 0 0 0 t-D 13A-4ors 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 11DO 0390 se 10.18 1227 0 0 0 0 0 0 0 0 Vy 12B-Osw 0.097 sw 253 2.82 0 0 0 0 0 0 0 0 4A5.2om 0.550 sW 1435 21A2 0 0 0 0 0 0 0 0LC^ 485.21m 0.540 sw 14.09 20.81 0 0 0 0 0 0 0 0 Vy E-f 13A-4ors 0.143 sw 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2om 0.550 sw 1435 22.57 0 0 0 0 0 0 0 0 L-{^ 4135.21m 0540 sw 1409 24.09 0 0 0 0 0 0 0 0 Vy 12B-09w 4A5-2Dm 0.097 0.550 rw nw 2.53 1435 2.82 22.14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06 Vy 13A-4ors 4A5.2om 0.143 0.550 nw nw 3.73 14.35 2.90 22.14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 L-_C, G 4A5.2DFnd 05M rrw 15.14 27.72 0 0 0 0 0 0 0 0 P 12C-Osw 0.091 238 151 0 0 0 0 0 0 0 0 L-D 11 DO 0390 n 10.18 1227 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 0 0 0 0 0 0 0 0 F 19A-0b" 0295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19a3cD 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22A Ipm 1.180 30.80 0.00 44 0 0 0 70 8 246 0 6 c) AED excursion 0 11 Envelope loWgain 0 0 524 205 12 a) Infiltration 0 0 123 45 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 AppliancesbOw 0 0 Subtotal(lines 6Io13) 0 0 648 249 Lesse#emal bad 0 0 0 0 Lesstranster 0 0 0 0 Redistribution 0 0 648 249 14 Subtotal 0 0 0 0 15 Dud loads 16% 50% 0 0 169/6 50'/6 0 0 Total room load 0 0 0 0 Air required (dm) I 10 0 1 1 0 0 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. t'Ir w tghtmot'C- 2018-JLP180909:07 4C". Rigtt-Sule*Uriversal 201818.0.19 RSU16877 Page 5 G Be& - SIM 004 Barcelors A LHG B904 - S rtp Calc = NU8 Frort Door laces: S wrightsoft- Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court, Wirier Park FL 32792 Phore: (407) 629 - 6920 Fax (407) 629 - 9307 Web: wwwOreStopCDolirg.com License: CAC032444 Job: Lot 004 Barcelona A LHG Bed.. Date: 10/17/2017 By: LF/MC 1 Room name BTH1 LAUN 2 3 Exposed well Room height 6D fl 93 fl heaftd 35 D 93 fl heaV000l 4 5 Room dimensions Room area 115 x 6.0 It 69.0 fF 1.0 x 930 n 93 0 tF Ty Construction number U-value BWl1AF n Or HTM Bfirh" Area (f) or perimeter (4) Load Bluh) Area OF) or perimeter (11) Load BWh) Heat Cool Gross N1P/S Heat Cool Gross NIPS Heat Cod 6 y/ 12B-Ow 4AS2om 485.21m 0- 50.% 50 0.540 no no no 2S3 1435 14.09 2. 22.1414 2359 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0GGG 11 11 4B5-21M 0.540 0.143 no ne 14.09 3.73 23.59 2.90 0 0 0 0 0 0 0 0 0 33 0 29 0 107 0 83VLI13A-40rs 4A5.2om 4B5.21m 12B-09N 0.550 0540 0.097 no ne se 1435 1409 253 22.14 2359 2.82 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 0 0 0 56 0 0 94 0 4A5.2om 485.21in 0550 0540 se se 1435 14.09 21.42 20.81 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl D 4B5.21n 13A-40s 11 DO 0540 0.143 0390 se se se 1409 373 1018 21.90 2.90 1227 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 I--G 12B-Os6v 4A5.2om 0.097 0550 sw sw 253 1435 2.82 21 A2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I-G Val 6 485.2hn 13A-400s 4A5-2om 0540 0.143 0.550 sw sw sw 14.09 3.73 1435 20.81 2.90 2257 0 56 0 0 52 0 0 193 0 0 150 0 0 0 0 0 0 0 0 0 0 0 0 0 41215.21M 12B-09w 4A5.2DM 13A-40cs 4A5.2Dm 0540 0.097 0.550 0.143 0.550 sw nw nW nw nw 14.09 253 1435 3.73 1435 24.09 2.82 22.14 2.90 22.14 4 0 0 0 0 0 0 0 0 0 56 0 0 0 0 96 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1y I-G Vy G P L-D 4A5.2omd 12C-09w 11DO 0.580 0.091 0390 nw n 15.14 238 10.18 27.72 151 1227 0 107 0 0 107 0 0 254 0 0 161 0 0 98 21 0 76 21 0 181 217 0 115 262 C 16B-30ad 0.032 084 1.76 0 0 0 0 0 0 0 0 F 19A-Obscp 0295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-196Cp 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22A-ipm 1.180 30BO 0.00 69 6 185 0 93 4 108 0 6 c) AED excursion 12 45 Envelope loss/gain 689 420 669 509 12 a) Infiltration 93 33 54 20 b) Room venfilafion 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliances/o1her 0 500 Subtotal (lines 6 to 13) 781 453 723 1028 Less external load 0 0 0 0 Less ranter 0 0 0 0 Redistribution 0 0 946 581 14 Subtotal 781 453 1670 1609 15 Dud loads 1 169/6 50/6 123 226 160/6 50'/6 263 802 Total room load 904 679 1933 2411 Air required (dm) 0 33 0 116 Calculations approved byACCA to meet all requirements of Manual J ft Ed. wrrlgtits"M- 2018-Jun-1809A907 A "" " """"'^^ Wgtt-Sute®Uriversal 201818 019 RSU16877 Page 6 G Bed4 - SV.ot 004 Barcelona A LHG Bed4 - S.np Calc = M18 Frort Door hoes. S f- wrightsoft' Right-J® Worksheet Job: Entire House Date' One Stop Cooling and Heating ey: 7225 Sardscove Court, W irter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOr eStopCoolirg.com License CA0032444 Lot 004 Barcelona A LHG Bed.. 10/17/2017 LF/MC 1 Room name NEED MTOI 2 Exposed wall 46.0 A 35 A 3 Room height 9.0 A heatbool 9.0 A heaV=l 4 5 Room dimensions Room area 1.0 x 320.3 A 320.3 IP 35 x 55 A 193 fP Ty Construction U-value Or HTM Area (IF) Load Area (fF) Load number Buwn BU1hrAz) or perimeter (A) Bbh) or perimeter (A) Bbrh) Heat Cod Gross NIPS Heat Cool Gross NIPS Heat Cool 6 12B&Osw 0.097 no 2.53 2.82 117 117 296 330 0 0 0 0 05.2om 0.550 ne 1435 22.14 0 0 0 0 0 0 0 0G II----GG 4B5.21n 0.540 ne 14.09 2359 0 0 0 0 0 0 0 0 11 41215.21m 13A-4ocs 0.540 0.143 ne no 14.09 3.73 2359 2.90 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5.2Dm 0.550 no 1435 22.14 0 0 0 0 0 0 0 0 GG 4B5.21m 0540 ne 1409 2359 0 0 0 0 0 0 0 0 128-Ow 0.097 se 2.53 2 0 0 0 0 0 O 0 0 4A5.2om 0550 se 1435435 21.42 0 0 0 0 0 0 0 0 4B5.2(m 0540 se 14.09 20.81 0 0 0 0 0 0 0 0 4B5.21m 0.540 se 1409 21.90 0 0 0 0 0 0 0 0 t-D 13A-4ors 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 11DO 0.390 se 10.18 1227 0 0 0 0 0 0 0 0 yl 12B•ORN 0.097 sW 253 2.82 149 134 338 376 0 0 0 0 4A5-2Dm 0.550 sw 1435 21 A2 15 2 215 321 0 0 0 0Lf^ 4B5-2f n 0.540 sw 14.09 20.81 0 0 0 0 0 0 0 0 13A-4ocs 0.143 sw 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2Dm 0550 sw 1435 2257 0 0 0 0 0 0 0 0 4B5-21m 12&Osw 4A5.2om 0.540 0.097 0.550 sw rrw rrvv 14.09 253 1435 24.09 2.82 22.14 0 149 30 0 119 0 0 300 431 0 334 664 0 32 0 0 32 0 0 80 0 0 89 0ItC 13A-4ocs 0.143 rrw 373 2.90 0 0 0 0 0 0 0 0 4A5.2Dm 05W rrw 1435 22.14 0 0 0 0 0 0 0 0 P 4A5.2omd 12C-09w 05W 0.091 rrw 15.14 238 27.72 151 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I-D 11 DO 0.390 n 10.18 1227 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.84 1.76 320 320 267 563 19 19 16 34 F 19A-Obscp 0295 2.B9 2.04 124 124 358 252 0 0 0 0 F 19C•19csw 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22A-Ipm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 178 6 Errvelope lossbain 2206 3019 96 117 12 a) Infiltration 687 248 52 19 b) Room ventilation 0 0 0 0 13 InternalgaJns: Occupants@ 230 2 460 0 0 Apptiarrces(other 0 0 Subtotal (lines6 to 13) 2893 3727 148 136 Less extema)load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2893 3727 148 136 15 Duct loads 1 15% 380/6 421 1418 159/6 380/. 22 52 Total room bad I 3314 5145 170 187 Air required (dm) I 1 0 247 1 0 9 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 14- =vaw-tmoie- 2018-,krn1809A9fl7 A ""'"" Right-SrileOLAriversal 201818.0.19 RSU16877 Page 7 G Bed4 - Sto1004 Barcelors A LHG Bed4 - S.rup Calc - Mi8 Frorl Door laces: S wrightsoft, Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Coot, Wirier Perk FL 32792 Pk,.: (407) 629 - 6920 Fax: (407) 629. 9307 Web. wwwOreSlopCoolirq oom License CAC032444 Job: Lot 004 Barcelona ALHG Bed.. Date: 10/17/2017 By. LF/MC 1 Room name METH KWIC 2 Evosedwell 215 D 8A A 3 RoomheigM 9.0 If heaVcool 90 11 heatkool 4 5 Room dimensions Room area 1.0 x 136.0 II 136.0 iF 105 x 8.0 1 84.0 IF Ty Construction U•value Or HTM Area (if) Load Area (1) Load number BWhAP-n B hM or perimeter (fl) fth) or perimeter (II) BWh) Heat Cod Gross N/P/S Heat Cool Gross wP/S Heat Cool 6 12&Osw 0.097 ne 253 2.82 104 98 247 275 0 0 0 0 05.2om 0.550 no 14.35 22.14 0 0 0 0 0 0 0 0 4135.21m 0.540 no 14.09 2359 6 0 85 142 0 0 0 0 485.26n 0.540 ne 14.09 23.59 0 0 0 0 0 0 0 0 11 13A-40cs 0.143 ne 3.73 2.900 0 0 0 0 0 0 0 4A5-tom 4B5.26n 0.550 0.540 ne ne 14.35 14.09 22.14 2359 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12B-09w 0.097 se 2.53 2.82 0 0 0 0 0 0 0 0 4A5.2om 0.550 se 1435 21 A2 0 0 0 0 0 0 0 0 4B5.2fin 0.540 se 14.09 20b1 0 0 0 0 0 0 0 0 4135.21M 0540 as 14.09 21.90 0 0 0 0 0 0 0 0 V lLO t3A-4ors 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 11 DO 0.390 se 10.18 1227 0 0 0 0 0 0 0 0 12B.09w 0.097 9w 253 2.82 0 0 0 0 72 72 182 203T-:485.21M 4A5-2Dm 0.550 9w 14.35 21A2 0 0 0 0 0 0 0 0 0.540 sw 14.09 20b1 0 0 0 0 0 0 0 0 Vy 13A-40cs 0.143 sw 3.73 2.90 0 0 0 0 0 0 0 0 1 4A5.2om 0.550 sw 1435 2257 0 0 0 0 0 0 0 0 L-f 41215.21m 0.540 sw 14.09 24.09 0 0 0 0 0 0 0 0 y/ G 12&09w 4A5.2om 0.097 0.550 rrw rw 253 1435 282 22.14 90 0 90 0 228 0 254 0 0 0 0 0 0 0 0 0 y/ 13A-4ocs 0.143 nw 3.73 2.90 0 0 0 0 0 0 0 0 F- 4A5.2om 0.550 nw 14.35 22.14 0 0 0 0 0 0 0 0 I 2 4A5.2omd 0580 nw 15.14 27.72 0 0 0 0 0 0 0 0 R LD 12C-09N 11 DO 0.091 03M n 238 10.18 151 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16&30ad 0.032 0.84 1.76 136 136 114 239 84 84 70 148 F 19A-0bscp 0295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C•19csw 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22A•Ipm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 43 17 Em elope losstgain 673 866 252 334 12 a) Infiltration 321 116 120 43 b) Room %entilabon 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliancesrother 0 0 Subtotal (lines 6 b 13) 994 982 372 377 Lessexlernalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 212 270 0 0 14 Sutltolal 1206 1252 372 377 15 Duct loads 15% 38% 176 477 15% 38% 54 144 Total room bad 1381 1729 1 426 521 Air required (dm) I 1 0 83 0 25 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w rlghtmoTt- 2018-Juv 18 09U9:07 A Rigt1•Sute®Uriversal 2018 18.0 19 RSU16877 Pape B G Be& . Su.ol 004 Barcelore A LHG Bed4 - S.rua Calc - M38 Fror1 Door faces* S d- wrightsof , Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardsoove Cou1. W irter Park FL 32792 Phone: (407) 629.6920 Fax: (407) 629 - 9307 Web: www.OreStopCoolirg.com Ucerse: CA0032444 Job: Lot 004 Barcelona A LHG Bed.. Date: 10/17/2017 By- LF/MC 1 Room name BED3 2 3 Evosed well Room height 195 tl 90 11 heaVwol 0 t1 9D 4 heaVcool 4 5 Room dmensions Room area 1.0 x 144.0 fl 144.0 fF 35 x 5.0 it 175 fF Ty Construction U-value or HTM Area (IF) Load Area OF) Load number MWI T) BWIVIF) or perimeter (it) Btirh) or perimeter (it) BWh) Heal Cool Gross NrPS Heal Cool Gross NIPS Heat Cod 6 yl 128-O9w 4A5.2an 4B5.21m 0.097 05W 0.540 ne ne no 2.53 1435 14.09 2.82 22.14 23.59 104 15 0 89 0 0 224 215 0 249 332 0 0 0 0 0 0 0 0 0 0 0 0 0 11 II GG 4B5.21m 13A-4ocs 4A5-2om 4B5.21m 12B-0sw 4A5-2om 4135.2fm 0.540 0.143 0.550 0.540 0.097 0.550 0.540 ne no ne ne se se se 14.09 3.73 14.35 14.09 2.53 14.35 14.09 23.59 2.90 22.14 23.59 282 21.42 20.81 0 0 0 0 72 0 4 0 0 0 0 68 0 1 0 0 0 0 172 0 56 0 0 0 0 192 0 83 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Vh Vy-- 1D 4135.21m 13A•4ocs IIDO 0. 540 0. 143 0. 3W se se se 14. 09 3. 73 10. 18 21. 90 2. 90 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12B- 09Iv 4A5. 2om 0. 097 05W sw sw 2. 53 14. 35 2. 82 21 A2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 485. 21m 13A- 4ocs 4A5. 2om 0. 540 0. 143 05W sw sw sw 14. 09 3. 73 14. 35 20. 81 2. 90 2257 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t 3 Vy I_ a 4B5. 21m 12B- 09w 4A5- 2om OS40 0. 097 0. 5W sw rnv nw 14. 09 2. 53 14. 35 24. 09 2. 82 22. 14 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/ F- G 1= i 13A- 4ocs 4A5. 2om 4A5. 2omd 12C- 09w 0. 143 0w 0. 580 0. 091 nw n nw 373 1435 15. 14 238 2. 900 2.9550 22.14 27. 72 151 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 PL- D C 11D0 16B- 30ad 0. 390 0. 032 n 10.18 0. 84 1227 1. 76 0 144 0 144 0 120 0 253 0 18 0 8 0 15 0 31 F 19A•011scp 0295 M 2.04 16 16 46 33 0 0 0 0 F 19C•19wm 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22A-Ipm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 62 1 Erroelope lossfon 834 1080 15 29 12 a) Infiltration 291 105 0 0 b) Room venlilalion 0 0 0 0 13 Onemalgairw. Oowpants@ 230 1 230 0 0 Applianoesb( her 0 0 Subtotal ( lines6 b 13) 1126 1415 15 29 Less external load 0 0 0 0 Lew transfer 0 0 0 0 Redistribution 172 220 15 29 14 Subtotal 1298 1635 0 0 15 Dud loads 1 151/6 389/6 189 622 151/6 389/6 0 0 Total room load 1487 2258 0 0 Air required (dm) 0 108 0 0 Calculations approved bvACCAto meet all requirements of Manual J 8th Ed. r wrrtgrhtsoit 2018-Jur1809M07 Flight- Sute®Uriversal 201818 019 RSU16877 Page 9 G Be& - Stot 004 Barcelore A LHG Bed4 - S.rw Calc . NUB Frort Door laces: S wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Coot, W irter Park FL 32792 Phore: (407) 629.6920 Fax: (407) 629 - 9307 Web: wwwOreStopCoolirg.com License: CAC032444 Job: Lot 004 Barcelona A LHG Bed.. Date: 10/17/2017 By: LF/MC 1 Room name BEN B7rH3 2 Exposed wall 27.0 fl 6.0 fl 3 Room height 9.0 fl heatbool 9.0 fl heaV000l 4 5 Room dimensions Room area 1 D x 1435 fl 1435 W 60 x 5.5 fl 33 0 fF Ty CorWucbon U-value Or HTM Area (f) Load Area (fl) Load number BWhA *F) B I or perimeter (fl) Bti1h) or perimeter (fl) BWh) Heat Cool Gross N/P/S Heat Cool Gross N/P/5 Heat Cool 6 12&Osw 0.097 ne 253 2,82 18 18 46 51 0 0 0 0 4A5.2om 4B5.21m 0.550 0.540 no no 14.35 14A9 22.14 2359 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4B5.2fln 0.540 rye 14.09 2359 0 0 0 0 0 0 0 0 11 13A-4ocs 0.143 ne 3.73 2.900 0 0 0 0 0 0 0 I-G 4A5.2om 4B5.21m 1213-0sw 0.550 0.540 0.097 ne no se 14.35 14.09 253 22.14 2359 2.82 0 0 95 0 0 80 0 0 201 0 0 224 0 0 54 0 0 48 0 0 122 0 0 135 4A5-2om 0550 se 1435 21.42 15 2 215 321 0 0 0 0 4B5.2tm 0540 se 14.09 20.81 0 0 0 0 0 0 0 0 t-D 485.21m 13A•4ors 11 DO O.540 0.143 0.3N se se se 14.09 3.73 10.18 21.90 2.90 1227 0 0 0 0 0 0 0 0 0 0 0 0 6 0 0 1 0 0 85 0 0 131 0 0 y/ 128-09w 0.097 sw 2.53 2.82 131 131 330 368 0 0 0 0 I-C 4A5.2om OS50 aw 1435 21.42 0 0 0 0 0 0 0 0 1-(^ 4B5.21n 0,540 aw 14.09 2D.81 0 0 0 0 0 0 0 0 13A-4ocs 0.143 sw 3.73 2.90 0 0 0 0 0 0 0 0 I-G 4A5.2om 0550 sw 1435 22.57 0 0 0 0 0 0 0 0 I-G 4B5.21n O,540 sw 1409 24.09 0 0 0 0 0 0 0 0 yr t-_z 12&Osw 4A5.2om 0.097 0.550 r1w nw 253 1435 2.82 22,14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Vy 13A-flocs 0.143 nw 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2om 0.550 rtw 1435 22.14 0 0 0 0 0 0 0 0 1 G P L-D 4A5.2omd 12C•O9w 11D0 0.580 0.091 03M nw n 1514 238 10.18 27.72 151 1227 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 16B-3Dad 0.032 0.84 1.76 144 144 120 252 33 33 28 58 F 19A-Mscp 0295 2,89 2.04 0 0 0 0 0 0 0 0 F 19C•19am 0.049 0.44 031 89 89 40 28 33 33 15 10 F 22A-Ipm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 0) AED excursion 291 1 39 Envelope loss/gain 952 1273 248 374 12 a) bAltralion 403 146 90 32 b) Room ventilation 0 0 0 0 13 Intemal gains: Occupants@ 230 1 230 0 0 Appliancesbtlter 0 0 Subtotal (lines 6 b 13) 1355 16481 338 406 Lem eAernalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 5 10 0 0 14 Subtotal 1360 1659 338 406 151 ud 1 159/6 381/6 198 631 15% 38% 49 155 Total room load 1559 229D 387 561 Air required (dm) 0 110 0 27 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. c- 14; IgF ItwCIvw- 2018-1018090907 Righ-Sute®Unversal201818019RSU16877 Page 10 a Bed4 - SUI 004 Barcelore A LHG Bed4 - S.rrp Calc = M18 Frorl Door laces: S F- wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Courl. W irter Park FL 32792 Pfore: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOreStopCoolirg oom License: CAOD32444 Job: Lot 004 Barcelona A LHG Bed.. Date: 10/17/2017 By. LF/MC 1 Room name TOU STR2 2 3 Exposed wall Room height 15.0 A 9.0 fl heatbool 75 D 9.0 fl heatbool 4 5 Room dimensions Room area 55 x 75 0 41.3 flz 135 x 75 fl 101.3 fF Ty U-value Or HTM Area (f) Load Area (" LoadConstructionBbjw.F) Bluh" or perimeter (fl) fth) or perimeter (A) BWh) Heal Cool Gras N/P/5 Heal Cod Grass N/P/S Heal cool 6 11 12B-09w 4A5-2om 4B5.21m 485.21m 13A-4ors 05.2om 4B5.21m 128.09w 4A5.2om 4B5.2lm 4B5-2fm 13A•4ors 11DO 12B-09w 4A5.2om 4B5.2lm 13A-4ors 4A5-2om 4B5-21m 12B-O9w 4A5.2orn 13A-4ors 4A5•2Dm 4A5.2omd 12C•09w 0.097 05W 0.540 0.540 0.143 0.550 0.540 0.097 0550 0540 0540 0.143 0390 0.097 0.550 0.540 0.143 0.550 0.540 0.097 0550 0.143 0550 0580 0091 ne no ne no ne ne no se se se se se se sw sw sw 9w sw sw nw rrvv rrvv nw nw 253 1435 14.09 14.09 3.73 14.35 14.09 2.53 1435 14.09 14.09 3.73 10.18 253 1435 14.09 3.73 14.35 1409 253 14.35 3.73 1435 15.14 2.38 2.82 22.14 23.59 23.59 2.90 22.14 2359 2.82 21 A2 2081 21.90 2.90 1227 2.82 21.42 2D.81 2.90 2257 24.09 2.82 22.14 2.90 22.14 27.72 151 68 0 0 0 0 0 0 50 0 0 6 0 0 18 0 0 0 0 0 0 0 0 0 0 0 68 0 0 0 0 0 0 44 0 0 1 0 0 1e 0 0 0 0 0 0 0 0 0 0 0 171 0 0 0 0 0 0 110 0 0 85 0 0 46 0 0 0 0 0 0 0 0 0 0 0 190 0 0 0 0 0 0 123 0 0 131 0 0 51 0 0 0 0 0 0 0 0 0 0 0 68 0 0 15 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 53 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 133 0 0 211 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 148 0 0 354 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VY L-D Vy t-G y/ I-CG R L-D 11 DO 16&30ad 0390 0.032 n 10.18 0,84 1227 1.76 0 41 0 41 0 34 0 73 0 101 0 101 0 85 0 178C F 19XV49 > 0295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19rsm 0.049 0.44 031 41 41 18 13 0 0 0 0 F 22A-Ipm 1.180 30.80 0.00 0 0 0 0 0 0 0 0 61 c) AED excursion 27 1 1 -30 Envelope loss/gain 464 607 429 650 12 a) Infiltration 224 81 112 40 b) Room ventilation 0 0 0 0 13 Memalgains: Oo:upan%@ 230 0 0 0 0 Appliances/ollw 0 0 Subtotal (limes 6 b 13) 688 688 1541 690 Less exiemalload 0 0 0 0 14 Lesstransfer Redistribution Subtotal 0 0 68B 0 0 688 0 541 0 0 690 0 15 Ducf loads 15 3B'/c 100 262 15% 381/6 0 0 Total room load Air required (dm) 788 1 0 950 46 1 0 1 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. lid-,Mwrrtg,reort- 201e-180909.07 Rigli-Sule®Uriversal201818019 RSU16877 Page 11 G Bed4 - S% Lo1004 Barcelore A LHG Bed4 - Srip Calc - M1B Frort Door laces S 9 Static Pressure and Friction Rate Job: La 004 Barcelona ALHG... Wrl htsoft Date: 10/17/2017 Entire House Br LF/MC One Stop Cooling and Heating 7225 Sardswve Coot, Wirter Park FL 32792 Phore: (407) 629.6920 Fax: (407) 629.9307 Web wwwOreStopCoolirg com Licerse CAM32444 Project• • For: Park Square Homes 3728 Saltmarsh Loop, Sanford, FL AvailablePressure 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 ff) ff) Measured length of run -out 13 0 Measured length of trunk 69 0 Equivalent length of fittings 170 0 Total length 252 0 Total effective length 252 Supply Ducts Return Ducts Friction Rate Heating in/100ft) 0.135 OK 0.135 OK Cooling in/100ft) 0,135 OK 0.135 OK Fitting Equivalent LengthDetails Supply 4X--35,11 A=20,11 G=5,11 G=5,11 A=20,11 K=20,111=10,11 G--5,1 A-35,11 G-L5,11 G=5,11 Gam: TotalEL=170 Return TotalEL=0 wrightsoft' 20184018 09A9U8 G Be._. w.. RIgFt-SUIe®Uriversal2018180.19RSU1687zt7 Pagel I= d4 - Slot 004 Barcelore A LHG Be64 - Sft p Calc. KG Frort Door faces: S wrightsoft• Duct System Summary Entire House One Stop Cooling and Heating 7225 Sardsoove Cool, W irter Park FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629.9307 Web: wwwOreSlopCGolirg oom License. CAC032444 9 0 . • • For: Park Square Homes 3728 Saltmarsh Loop, Sanford, FL Job: Lot 004 Barcelona ALHG ... Data: 10/17/2017 By- LF/MC 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 0.135 in/100ft 0.135 in/100ft Actual air flow 0 ctm 1567 cfm Total effective length (TEL) 252 it Name Design Btuh) Htg cfm) Clg cfm) Design FR Diam in) H x W in) Duct Mal Actual Ln (it) Ftg.Egv Ln (it) Trunk BED2 c 1.737 0 83 0.158 6.0 Ox0 VIFx 65.2 150.0 st3 BED3 c 2258 0 108 0.206 7.0 Ox 0 VIFx 29.7 135.0 st5 BED4 c 2290 0 110 0.197 6.0 Ox 0 VIFx 32.2 140.0 s15 BTH1 c 679 0 33 0.160 4.0 Ox 0 VIFx 62.7 150.0 st3 BlM c 561 0 27 0.210 4.0 Ox 0 VIFx 27.2 135.0 st5 DIN C 3136 0 150 0.136 7.0 Ox 0 MR 80.7 170.0 st4 GATH c 3060 0 147 0.140 7.0 Ox 0 VIFx 73.6 170.0 st4 GATH-A c 3060 0 147 0.135 7.0 Ox 0 VIFx 81.7 170.0 st4 Krr c 2628 0 126 0.136 7.0 Ox 0 VIFx 79.7 170.0 s14 LAUN c 2411 0 116 0.161 6.0 Ox 0 VIFx 65.7 145.0 st3 LOFT c 2109 0 101 0.280 6.0 Ox 0 VIFx 16.5 105.0 st2 MBEDo-A c 5145 0 247 0,215 9.0 Ox 0 VIFx 33.2 125.0 st6 A4BTH c 1729 0 83 0.218 5.0 Ox 0 VIFx 31.2 125.0 st6 Wrol c 187 0 9 0.235 4.0 Ox 0 VIFx 29.5 115.0 st6 MWIC c 521 0 25 0.215 4.0 Ox 0 VIFx 33.1 125.0 st6 T013 c 950 0 46 0.208 4.0 Ox 0 VIFx 28.3 135.0 st5 WK; c 233 0 11 0,159 4.0 Ox 0 VIFx 64.4 150.0 st3 wrightsoft' 2018-,M180909.08 i9l l.P • ..»• w+..•. _, .. Righl-Sugh1®Uriversal201818.0.19 RSU16877 Page 1 G Bed4 - Slot 004 Barcelore A LHG Bed4 - S rrp Calc = M18 Frort Door laces: S Name Trunk Type Htg cim) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk sti PeakAVF 0 812 0.135 582 16.0 0 x 0 VinIFIX st4 PeakAVF 0 570 0.135 725 12.0 0 x 0 VinIFIX st3 st3 PeakAVF 0 812 0.135 760 14.0 0 x 0 VinIFIX sti sty PeakAVF 0 290 0.197 532 10.0 0 x 0 VinIFIX st2 st6 PeakAVF 0 363 0.215 666 10.0 0 x 0 VinIFIX st2 st2 PeakAVF 0 755 0.197 706 14.0 0 x 0 VinIFIX Return Branch Detail Table 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 Mal Trunk rb1 Ox 0 0 1567 0 0 0 0 Ox 0 VIFx wrightsoft- 2018-An-18 09A9.08 w. Fligtt-SU19OUriversal 2o1819 019 RSu16877 PBQe 2 G Be& - Slot 004 Baroelore A LHG Bed4 - S.np Calc - NUB Frort Door laces: S DV WIN EF1 Level 1 AR} 1.4.0 TU4 16.0 SEER HP. DINe a, pAr as 'Ar ' 'IOXB C150cfm 7" i 7 rxEvmrECLOJAMUM iti I 0F. I GAT i`' 7'( . KIT I147cim147clmI 10X10.2 10X70.2 i aF" 10X8 I , 126C1m. wB 12• 16F 1 L_;.z1 F.M. u 11%, BED2 6" I ] 1 ' ro STR1 8X4 4 • FBB1 10 10•, '3Do FOYwdl WIC J rcD D 1Ox 10 4' HALL 6• C104r.rJ 4 33 OX6 ss ctm l iv.r F I '.8X4 1I t v BTH1 CV o t a _. I•A i to Sup Riser 14" i I 14- 1^j J6 Job M Lot 004 Barcelona A LHG Bed4 - S Perfonned by LFIMC for: Park Square Homes 3728 Sallmarsh Loop Sanford, FL i GARAGE f1 EF1 - 50 CFM Fan EF2 = 80 CFM Fan EF3 - 110 CFM Fan EFL - 50 CFM Fan EFI.2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW - Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase — . Condensate — — Thermostat 1818 OT SRB = Small Reduction Box LRB = Large Reduction Box FBB = Field Built Box One Stop Cooling and Heating 7225 Sandsoove Court Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax- (407) 629 - 9307 vww¢OneStopCooUrtg.com Soale:1 : 72 Pap 1 Right-SuileS Universal 2018 18.0.19 RSU16877 2p18JurH809.10:17 004 BamebnaA LHG Bede - SSW EFt = 50 CFM Fan EF2 = 80 CFM Fan EF3 =110 CFM Fan EFL1 - 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VrR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase — . Condensate — — Thermostat 1818 O SRB = Small Reduction Box LRB = Large Reduction Box FBB = Field Built Box Job M Lot 004 Barcelona A LHG Bed4 - S Perfonned by LFIMC for: Park Square HDmes 3728 Saltmarsh Loop Sanford. FL Level 2 i 0 1-] FEmirrrns i 1 1 i r MBED i 12X12.1 247c6n r. '-Jzw u EFIVTR O 11,e,,6X v r 8• — SRB2 .. MT01 ' 9CIM EFI VTR4• ssbl rr16x16-1 MWIC pp gg M 83iXCfm - - MBTH 14 • 441 ss nC 1 110 s. 16x 16 STR2 10X6 6- 101 cirri Y `Aye 7DIIEuruo .urE A L 0-- LOWF1Oi'' 14 • 1D 10XI0 LOFT y r. lox 10x10 r RA. t6' OX18 tOXB Cfm 108 CIM 'art MW WIRE iE.O FAM"E RBI 7• SED3 11SD 6' fm AF• 11 c gg 10 x 10 O xni Sup Riser BTH3 EFI VTR 14- MG Fwur RF. 2Fctm 46Cfm' r8X4 . BED4 4t) T013"- One Stop Cooling and Heating 7225 Sandsoove Court Winter Park. FL 32792 Phone: ( 407) 629 - 6920 Fax: (407) 629 - 9307 wwwOneStopCoobng. 00m Sr ale: : 72 PaW2 Right- SUte®urioersal 2018 18 019 RSU16877 2018Jur 1809:10.19 004 SarceWsA LNG Bed4 - S.rup Revision JUL q o City of Sanford Response to Comments tj Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 3 cl Submittal Date 1113zl F Project Address: J -72(] SqltjnaAh Aw Contact: Ph: 40 -d f 7-6 Q(F Email: Trades encompassed in revision: l0' Building Plumbing Electrical Mechanical Life Safety Waste Water Fax: CON IACI Daphne Clark 407- 257-6940 Daphne@PermltsPermitsPermlts. com General description of revision: ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 0 Building 45fr 1 ' u -1 % Revision Er/ City of Sanford Responsp. to Comments D Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # J Submittal Date Project Address: Contact: a.a Y Ci QXI(I Ph:i` _ ' , all Pj/.,zauoj-.e Trades encompassed in revision: Building Plumbing D Electrical Mechanical Life Safety Waste Water Department General description of revision: ROUTING INFORMATION Approvals Utilities Waste Water Planning Engineering Fire Prevention 0 Building ?-Zc.• l & DROP RECEIPT ar M/1 KB TMH Mattamy Surrey Meritage RAH NUMBER DATE UT NUMBER ADDRESS. EIVED BY SFR PERMIT PACKAGE THS PERMIT PACKAGE REJECTION FIX RESUBMIT ZONING REVISION 70 ISSUED PERMIT RESUBMIT BUILDING PAY UTILITIES VOID PERMIT LETTER SUBMIT NOC SIG UR ORANGE COUNTY TRACKING NUMBER SURVEY JOB CONTROL PAPER e cG LYD GG BILLED DATE TASK REVISION ORDER BILLED DATE 0 TASK REVISION ORDER 0 REVISION SUBMIT CORRECTION ORDER REVISION PICK UP REQUEST TO ALLOW UPLOAD 0 CORRECTION ORDER Q UPLOAD REVISION 1 CORRECTIO CORRECTION SUBMIT 0 PAY FEES DUE CO PICK UP DOWNLOAD REVSION AFTER HOURS INSPECTION 0 CO REQUEST SUBMITTED POWER RELEASED O CO DOWNLOADED AFTER HOURS INSPECTION 0 TUG 1 PREPOWER 0 AFTER HOURS REQ SUBMITTED FIELD DELIVERY 0 AFTER HOURS PAY FEES DIUE 0 0 0 0 U'T' (407) 257.6940 lts , TTS je-c1T5 p RM1TS rvi.c. R` Daphne(- PermitsPermitsPermits.oDr RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 004 Barcelona A LHG Bed4 - S Builder Name: One Stop Cooling and Heating ev\lDfNG Street: 3728 Saltmarsh Loop Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number: l'j- 7 Z SANFORnOwner: Park Square Homes Jurisdiction: 691500 Design Location: FL, Orlando County: Seminole (Florida Climate Zone 2 OFPAR 1. New construction or existing New (From Plans) 9. Wall Types (2939.0 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=11.0 1539.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 1194.70 02 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=11.0 205.33 IF 4. Number of Bedrooms 4 d. N/A R= f12 5. Is this a worst case? No 10. Ceiling Types (1502.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 1502.00 ft2 6. Conditioned floor area above grade (W) 2413 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= f12 11. Ducts R ft2 7. Windows(286.0 sgft.) Description Area a. Sup. Attic, Ret: Attic, AH: 2nd Floor 6 482.6 a. U-Factor: Dbl, U=0.55 165.00 ft2 SHGC: SHGC=0.22 b. U-Factor: Dbl, U=0.58 64.00 ff2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 47.0 SEER:16.00 c. U-Factor: Dbl, U=0.54 57.00 ft2 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 45.5 HSPF:9.00 SHGC: Area Weighted Average Overhang Depth: 2,515 ft. Area Weighted Average SHGC: 0,233 14. Hot water systems 8. Floor Types (2413.0 sgft.) Insulation Area a. Electric Ca : 50 gallons EF: 0.900 a. Slab -On -Grade Edge Insulation R=0.0 1186.00 ff2 b. Conservation features b. Floor Over Other Space R=0.0 911.00 ff2 None c. other (see details) R= 316.00 112 15. Credits lickX0Pstat Total Proposed Modified Loads: 6 Glass/Floor Area: 0.119 PASSTotalBaselineLoads: 72. I hereby certify that the plans and specifications covered by Review of the plans and STglE' this calculation are in compliance with the Florida Energy specifications covered by this O4gt1E O Code. BpDigitally signed by BoranJaft calculation indicates compliance 5 • Paukovic Date: 2018.061809.15.06Pdukoyic with the Florida Energy Code. ru,,,-..::: °,':•3„ PREPARED BY: -04•Qa Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 1 hereby certify that this building, as designed, is in compliance Florida Statutes. COOWEOwiththeFloridaEnergyCode. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: '7=ZC.•1 Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and starting July 1, 2017 ALL PROJECTS require an envelope leakage test report with envelope leakage no greater than 7 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 6/18/2018 9:12 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 5 FORM R405-2014 PROJECT Title: Lot 004 Barcelona A LHG Be Bedrooms: 4 Address Type: Lot Information Building Type: User Conditioned Area: 2413 Lot # 4 Owner Name: Park Square Homes Total Stories: 2 Block/SubDivision• WP of Units: 1 Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 0 Street: 3728 Saltmarsh Loop 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 , 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 Blockt 2413 20845.8 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 1186 11029.8 Yes 1 1 1 Yes Yes Yes 2 2nd Floor 1227 9816 No 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet 1 Raised Floor 2nd Floor ---- ---- 141 ft2 11 0.29 0 0.71 2 Floor over Garage 2nd Floor ---- ---- 175 ft2 11 0.29 0 0.71 3 Slab -On -Grade Edge Insulatio 1st Floor 128 It 0 1186 ft2 0.29 0 0.71 4 Floor Over Other Space 2nd Floor ---- ---- 911 f12 0 0.29 0 0.71 ROOF J Roof Gable Roof Solar SA Emitt Emitt Deck Pitch Type Materials Area Area Color Absor. Tested Tested Insul. deg) 1 Hip Composition shingles 1680 ft2 0 f12 Dark 0.9 N 0.9 No 0 26.6 ATTIC Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 15021? N N 6/18/2018 9:12 AM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2014 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) 1st Floor 30 Blown 1502 ft2 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below N-Ornt To 1Na1LIWe Space R-VAreae 1 E Exterior Frame - Wood 2nd Floor 11 55 6 9 0 499.5 ft2 0 0.25 0.8 0 2 E Exterior Concrete Block - Int Insul 1 st Floor 4.1 45 0 9 4 420.0 ft2 0 0 0.8 0 3 S Exterior Frame - Wood 2nd Floor 11 30 0 9 0 270.0 ft2 0 0.25 0.8 0 4 S Exterior Concrete Block - Int Insul 1st Floor 4.1 8 0 9 4 74.7 ft2 0 0 0.8 0 5 W Exterior Frame - Wood 2nd Floor 11 55 6 9 0 499.5 ft2 0 0.25 0.8 0 6 W Exterior Concrete Block - Int Insul 1st Floor 4.1 45 0 9 4 420.0 ft2 0 0 0.8 0 7 N Exterior Frame - Wood 2nd Floor 11 30 0 9 0 270.0 ft2 0 0.25 0.8 0 8 N Exterior Concrete Block - Int Insul 1 st Floor 4.1 30 0 9 4 280.0 ft2 0 0 0.8 0 9 Garage Frame - Wood 1st Floor 11 22 0 9 4 205.3 fie 0 0.25 0.8 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 S Insulated 1st Floor None 39 3 8 24 ft2 2 Wood 1st Floor None 39 2 8 8 21.3 1? WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 E 1 Metal Low-E Double Yes 0.55 0.22 15.0 f12 1 It 0 in 1 ft 0 in Drapes/blinds None 2 E 1 Metal Low-E Double Yes 0.54 0.25 6.0 112 1 it 0 in 1 ft 0 in Drapes/blinds None 3 E 1 Metal Low-E Double Yes 0.54 0.25 15.0 ft2 1 it 0 in 1 it 0 in Drapes/blinds None 4 E 2 Metal Low-E Double Yes 0.55 0.22 15.0 f12 1 it 0 in 11 ft 0 in Drapes/blinds None 5 E 2 Metal low-E Double Yes 0.54 0.25 4.0 f12 8 it 0 in 1 it 4 in Drapes/blinds None 6 S 3 Metal Low-E Double Yes 0.55 0.22 15.0 f12 1 it 0 in 1 it 0 in Drapes/blinds None 7 S 3 Metal Low-E Double Yes 0.54 0.25 4.0 ft2 1 it 0 in 1 it 0 in Drapes/blinds None 8 S 3 Metal Low-E Double Yes 0.54 0.25 12.0 ft2 1 it 0 in 1 it 0 in Drapes/blinds None 9 W 5 Metal Low-E Double Yes 0.55 0.22 15.0112 1 it 0 in 1 it 0 in Drapes/blinds None 10 W 5 Metal Low-E Double Yes 0.54 0.25 12.0 ft2 1 it 0 in 1 it 0 in Drapes/blinds None 11 W 6 Metal Low-E Double Yes 0.55 0.22 45.0 t12 1 It 0 in 11 110 in Drapes/blinds None 12 W 6 Metal Low-E Double Yes 0.54 0.25 4.0 f12 1 it 0 in 11 110 in Drapes/blinds None 13 N 7 Metal Low-E Double Yes 0.55 0.22 30.0 f12 1 it 0 in 1 it 0 in Drapes/blinds None 14 N 8 Metal Low-E Double Yes 0.55 0.22 30.0 t12 1 if 0 in 1 it 4 in Drapes/blinds None 15 N 8 Metal Low-E Double Yes 0.58 0.25 64.0 f12 7 it 4 in 1 it 4 in None None 6/18/2018 9:12 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-2014 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 455 f12 455 f12 64 If 9.3 ft 1 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000384 2432 133.51 251.09 .3508 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:9 45.5 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 16 47 kBtu/hr 1410 cfm 0.75 1 sys#1 HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnl Conservation 1 Electric None Garage 0.9 50 gal 70 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 Supply ---- Location R-Value Area Return ---- Air CFM 25 CFM25 Location Area Leakage Type Handler TOT OUT ON RLF HVAC # Heat Cool 1 Attic 6 482.6 It Attic 120.65 Prop. Leak Free 2nd Floor - --- cfm 72.4 cfm 0.03 0.50 1 1 6/18/2018 9:12 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-2014 TEMPERATURES Progr6mable Thermostat: Y Ceiling Fans. CoolingJan HeatinJan Feb Feb Mar Mar Apr fAprMa May X] Jun Jun Jul Jul Auge Aug 4 Sep Oct EOctWN ov Nov I Dec X] Dec Ventin Jan lX, Feb Mar X) A r Ma l) Jun Jul Au Se XJ Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 6/ 18/2018 9:12 AM EnergyGaugeS USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 5 FORM R405-2014 Florida Department of Business and Professional Regulations Residential Whole Building Performance and Prescriptive Methods ADDRESS: 3728 Saltmarsh Loop Permit Number: Sanford , FL MANDATORY REQUIREMENTS See individual code sections for full details. 0 401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statues] requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verity that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate compliance for the building. A copy of the EPL display card can be found in Appendix C. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.1 through R402.4.4. O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verity compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour in Climate Zones 1 and 2, and 3 air changes per hour in Climate Zones 3 through 8. Testng shall be conducted with a blower door at a pressure of 0.2 inches 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. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open; 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. O R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers and outdoor combustion air. O R402.4.3 Fenestration air leakage. Windows, skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm per square foot (1.5 Us/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 Us/m2), when tested according to NFRC 400 or AAMA/WDMA/CSA 101/I.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0.944 Us) when tested in accordance with ASTM E 283 at a 1.57 psf (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. 0 R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. O 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. 11 R403.2.2 Sealing (Mandatory)AII ducts, air handlers, and filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts and plenum chambers, shall be constructed and sealed in accordance with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post -construction or rough -in testing below. Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either 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" by either of the following: 1. Post -construction test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. All register boots shall be taped or otherwise sealed during the test. 2. Rough -in test: Total leakage shall be less than or equal to 4 cfm (113 Umin) per 100 square feet (9.29 m2) of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25Pa) across the system, including the manufacturer's air handler enclosure. All registers shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test, total leakage shall be less than or equal to 3 cfm 85 Umin) per 100 square feet (9.29 m2) of conditioned floor area. Exceptions: The total leakage test is not required for ducts and air handlers located entirely within the building envelope. 2. Duct testing is not mandatory for buildings complying by Section R405 of this code. 6/18/2018 9:13 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 1 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.2.3 Building Cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. 0 R403.3 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105•F (41"C) or below 55•F (13•C) shall be insulated to a minimum of R-3., R403.3.1 Protection of piping insulation. 0 R403.4.1 Circulating hot water systems (Mandatory). Circulating hot water systems shall be provided with an automatic or readily accessible manual switch that can turn off the hot-water circulating pump when the system is not in use. 0 R403.4.3 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3'/z inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. 0 R403.4.4 Water heater efficiencies (Mandatory). O R403.4.4.1 Storage water heater temperature controls R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 100•F to 140•F (38•C to 60•C). R403.4.4.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water heating systems to be turned off. O R403.4.4.2 Water heating equipment. Water healing equipment installed in residential units shall meet the minimum efficiencies of Table C404.2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions, for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water heating category. Solar water heaters shall met the criteria Section R403.4.4.2.1. R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol, Collectors in installed solar water heating systems should meet the following criteria: 1. Be installed with atilt angle between 10 degrees and 40 degrees of the horizontal; and 2. Be installed at an orientation within 45 degrees of true south. R403.5 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. p R403.6 Heating and cooling equipment (Mandatory). The following sections are mandatory for cooling and heating equipment. 0 R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This code does not allow designer safety factors, provisions for future expansion or other factors which affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load, but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403.6, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. 6/18/2018 9:13 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Com Page 2 of 3 FORM R405-2014 MANDATORY REQUIREMENTS - (Continued) 0 R403.6.1.1 Cooling equipment capacity. (continued) The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacture's expanded performance data shall be used to select cooling -only equipment. This selection shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower cfm provided by the expanded performance data, the design value for entering wet bulb temperature and the design value for entering dry bulb temperature. Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1. Attached single- and multi -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multi -family units, the capacity of equipment may be sized in accordance with good design practice. O R403.6.1.2 Heating equipment capacity R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load. R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.6.1. R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.6.1. O R403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options - I. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. 2. A variable capacity system sized for optimum performance during base load periods is utilized. p R403.7 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the Commercial Provisions in lieu of Section R403. p R403.8 Snow melt system controls (Mandatory). Snow and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 550F, and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40•F. O R403.9 Swimming pools, inground spas and portable spas (Mandatory). The energy requirements for residential pools and inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15. The energy requirements for portable spas shall be in accordance with ANSI/APSP-14. O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on -off switch that is mounted outside the heater to allow shutting off the heater without adjusting the thermostat setting. R403.9.1.1 Gas and oil -fired pool and spa heaters. All gas- and oil -fired pool and space heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013 when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights. R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a preset schedule shall be installed on all heaters and pumps. Heaters, pumps and motors that have built in timers shall be deemed in compliance with this equipment. Exceptions: 1. Where public health standards require 24-hour pump operations. 2. Where pumps are required to operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Outdoor pools deriving over 70 percent of the energy for heating from site -recovered energy, such as a heat pump or solar energy source computed over an operating season. 0 RR404.1 Lighting equipment (Mandatory). A minimum of 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps. Exception: Low -voltage lighting shall not be required to utilize high -efficacy lamps. O R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights 0 R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6. O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19. Where single assemby of the exposed deck and beam type or concrete deck roofs do not have sufficent space, R-10 is allowed. 6/18/2018 9:13 AM EnergyGaugeO USA - FlaRes2014 - Section R405.4.1 Com Page 3 of 3 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX" = 96 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U-Factor• Dbl, U=0.55 SHGC: SHGC=0.22 b. U-Factor• Dbl, U=0.58 SHGC: SHGC=0.25 c. U-Factor: Dbl, U=0.54 SHGC: SHGC=0.25 d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Floor Over Other Space c. other (see details) 3728 Saltmarsh Loop, Sanford, FL, New (From Plans) 9. Wall Types Insulation Area Single-family a. Frame - Wood, Exterior R=11.0 1539.00112 b. Concrete Block - Int Insul, Exterior R=4.1 1194.70 ft2 1 c. Frame - Wood, Adjacent R=11.0 205.33 ft2 4 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1502.00112 2413 b. N/A R= ft2 c. N/A R= ft2 Area 11. Ducts R ft2 165.00 ft2 a. Sup- Attic, Ret: Attic, AH: 2nd Floor 6 482.6 64.00 ft2 12. Cooling systems kB1u/hr Efficiency 57.00 ft2 a. Central Unit 47.0 SEER:16.00 ft2 2.515 ft. 0.233 Insulation Area R=0.0 1186.00 ft2 R=0.0 911.00 f12 R= 316.00 f12 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 45.5 HSPF:9.00 Cap: 50 gallons EF: 0.9 Pstat WE SN, WE° 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. 6/18/2018 9:12 AM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Protect Name: Lot 004 Barcelona A LHG Bed4 - S Builder Name: One Stop Cooling and Heating Street: 3728 Saltmarsh Loop Permit Office: City of Sanford City, State, Zip: Sanford , FL , Permit Number: Owner: Park Square Homes Jurisdiction: 691500 Design Location: FL, Orlando COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Corners and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 6/18/2018 9:13 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 Project Summary Job: W004BarcelareALHG... Wrightsofte ' 7 Date: 10/17/2017 Entire House By. LF/MC One Stop Cooling and Heating 7225 Sardsoove CouL W irler Park FL 32792 Phore: (407) 629 - 6920 Fax: (407) 629.9307 Web wwwOreSoopCooling com License: CAC032444 For: Paris Square Homes 3728 Saltmarsh Loop, Sanford, FL Notes: Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 OF Outside db 92 OF Inside db 68 OF Inside db 74 OF Design TD 26 OF Design TD 18 OF Daily range M Relative humidity 50 Moisture difference 49 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 22587 Btuh Structure 22714 Btuh Ducts 3448 Btuh Dues 9979 Btuh Central vent (0 cfm) 0 Btuh Central vent (0 ctm) 0 Btuh none) none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 26035 Btuh Use manufacturer's data n Rate/swin multipplien 0.97 Infiltration Equipmengsensibleload 31843 Btuh Method Simplified Latent Cooling Equipment Load SizingConstructionqualityAverage Fireplaces 0 Structure 3679 Btuh Ducts 2079 Btuh Central vent (0 cfm) 0 Btuh ggHea2536 co lilgg Area ft2 Equipmentqpment latent load 5757 Btuh Volume (ft3) 23181 23181 Air changesbour 0.41 0.21 Equipment Total Load (Sen+Lat) 37601 Btuh Equiv. AVF (cfm) 158 81 Req. total capacity at 0.75 SHR 3.5 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANE Trade TRANE Model 4TWR6048H1 Cond 4TWR6048H1 AHRI ref 7563627 Coil TEM6A0D48H41++TDR AHRI ref 7563627 Efficiency 9 HSPF Efficiency 13.0 EER, 16 SEER Heating Input Sensible cooling 35250 Btuh Heating output 45500 Btuh @ 47°F Latent cooling 11750 Btuh Temperature rise 0 OF Total cooling 47000 Btuh Actual air flow 0 cfm Actual air flow 1567 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.85 Capacity balance point = 27 OF Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. A w lg1 4 ft. 2018-Jvr18090907 G •-• ---- Rigit-Sute®Uriversal 2018 18 0.19 RSU16877 Page 1 G Bed4 - S%o1004 Baroelore A LHG Bed4 - S.np Calc a MA From Door faces' S wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court. Winter Park FL 32792 Phore. (407) 629 - 6920 Fax: (407) 629 - 9307 Web wwwOreStopCo*lirg.com License: CAC032444 Job: Lot 004 Barcelona ALFIG Bed.. Date: 10/17/2017 By. LF/MC 1 Room name Entire House FDY 2 EAmsed wall 299.0 0 17.0 fi 3 Room height 9.1 d d 93 II heaV000l 4 Room dimensions 1 A x 159.5 It 5 Room area 2535.8 IF 1595 IF Ty Corutnrmon U-value Or HTM Area (W) Load Area (W) Load number Btuh4R-"9 BbihAF) or perimeter (It) BWh) or perimeter (11) BWh) Heal Cool Gross NnP/S Heat Cool Gross NAS Heat Cool 6 12B-0sn OD97 no 253 252 S00 464 1173 1306 0 0 0 0 4A5-2om 0550 ne 1435 22.14 15 0 215 332 0 0 0 0TE 485-21m 0540 ne 14119 2359 6 0 85 142 0 0 0 0 4B5-21M 0540 no 14.09 2359 15 0 211 354 0 0 0 0 11 13A-0ocs 0.143 no 3.73 2.90 419 400 1491 1157 84 69 256 199 4A5-2om 0550 no 1435 22.14 15 0 215 332 15 0 215 332 485-21m 0540 ne 14.09 2359 4 0 56 94 0 0 0 0 128-09w OD97 se 253 2.82 270 239 605 673 0 0 0 0 4A5-2Dm 0550 se 1435 21.42 15 4 215 321 0 0 0 0 485-21m 0540 so 14.09 2081 4 3 56 83 0 0 0 0 485-21m 0540 se 14.09 2190 12 5 169 263 0 0 0 0 3A4o s 0.143 se 3.73 2.90 74 50 188 146 74 50 188 146 11 DO 03 90 se 10.18 1227 24 24 244 294 24 24 244 294 1QI G 12B-09w OD97 sw 2,53 222 500 473 1196 1331 0 0 0 0 4A5-2om 05W sw 1435 21.42 15 4 215 321 0 0 0 0 1_ 4B5-2lm 0540 sw 14.09 20.81 12 8 169 250 0 0 0 0 13A-40ts 0.143 sw 3.73 2.90 419 370 1379 1070 0 0 0 0 4A5-20m 0550 sw 1435 2257 45 0 646 1016 0 0 0 0 4B5.21M 0540 sw 1409 24.09 4 0 56 96 0 0 0 0 Yy 12B-0sw OD97 r1w 253 282 270 240 608 676 0 0 0 0 I--6 05-2om 0560 nw 1435 22.14 30 0 431 664 0 0 0 0 13A-4ocs 0.143 r1w 3.73 290 279 185 690 536 0 0 0 0 05.2om 055o r1w 1435 22.14 30 0 431 664 0 0 0 0 4A5-2omd 0580 nw 15.14 27.72 64 0 969 1774 0 0 0 0 P L--D 12C-Os6v 11 DO O.091 0390 n 238 10.18 151 1227 205 21 183 21 435 217 276 262 0 0 0 0 0 0 0 0 C 168-30ad 0.032 0.84 1.76 1513 1513 1264 2660 0 0 0 0 F 194-0bstp 0295 289 2D4 140 140 404 285 0 0 0 0 F 19C.19mm O.049 0.44 031 175 175 78 55 0 0 0 0 F 22/41pm 1.180 30,80 0.00 1198 128 3942 0 160 17 524 0 6 c) AED excursion 793 29 Envelopeloss(gam 18056 18228 1428 942 12 a) Infillraton 4531 1636 262 95 b) Room %entilabon 0 0 0 0 13 Internal gains: Oaupants@ 230 5 1150 0 0 Appliar"Vother 1700 0 subtotal (lines 6to13) 22587 22714 1690 1037 Less wterrd load 0 0 0 0 Less Warder 0 0 0 0 Redistribution 0 0 1690 1037 14 subtotal 22587 22714 0 0 151 Duct loads I 15% 44% 3448 9979 16% 501/6 0 0 Total room load 1 26035 32693 0 0 Air required (dm) 0 1567 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. w wreglstso`Tt- 2018-J1n1809U907 Rigft-Sute®Urrversal2018 18.0.19 RSU16877 Page 1 G Bed4 • S1Lol 004 Baroelore A LHG Bed4 - SAV Calc - MA Front Door faces. S wrighttsofr Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Cont. W irter Park FL 32792 Phore (407) 629.6920 Fax: (407) 629 - 9307 Web wwwOreStopCoolirg com License, CAC032444 Job: Lot 004 Barcelona A LHG Bed.. Date: 10/17/2017 By: LF/MC 1 Room name LOFT DIN 2 Exposed well 17D II 33D If 3 Room height 9D 4 heaVCool 9.3 R heaVCool 4 Room dimerlssions 1 D x 2975 It 135 x 12D D 5 Room area 2975 W 162.0 W Ty Construction U-value Or HTM Area (W) Load Area (W) Load number BWhAIL-9 BWW or perimeler (Iq BNh) or perimeter (ll) Bluh) Heat Cool Gross N/PIS Heat Cool Gross NrP/S Heat Cool 6 OA97 no 2ffi 23 23 57 63 0 0 0 0 4AS2om4A5-2o 0560 no 1435435 22.14 0 0 0 0 0 0 0 0TE 4B5.2trn O-W ne 14.09 2359 0 0 0 0 0 0 0 0 4BS-21m 0540 no 14.09 2359 0 0 0 0 0 0 0 0 11 13A-4ocs 0.143 ne 3.73 2.90 0 0 0 0 112 112 417 323 4A5-2om 0550 ne 14.35 22.14 0 0 0 0 0 0 0 0 485.21m 12B-Osw 0540 OD97 rye se 14.09 253 2359 2.82 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-211m 4B5-21m 0550 0540 se se 1435 14119 21.42 20111 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 485.21m O-w se 14.09 21 JO 0 0 0 0 0 0 0 0 Vy 13A-flocs 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 11D0 0390 se 10.18 1227 0 0 0 0 0 0 0 00 128-asw OD97 sw 253 2B2 131 119 300 334 0 0 0 0 4A5-2om 0550 sw 1435 21.42 0 0 0 0 0 0 0 0 4B5.2hn 0540 sw 14.09 2081 12 4 169 250 0 0 0 0 13A-4ocs 0.143 sw 3.73 2.90 0 0 0 0 70 70 260 202 4A5-2om 0550 sw 1435 2257 0 0 0 0 0 0 0 0 Ili 485.21n 0540 sw 14.09 24.09 0 0 0 0 0 0 0 0 1ql l-G, 12B-Osw 4A5-2om OD97 0560 rrw nw 253 1435 2B2 22.14 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yl 13A-4xs 0.143 nw 3.73 2.90 0 0 0 0 126 96 357 277 a 4A5.2om 0550 nw 1435 22.14 0 0 0 0 30 0 431 664 I-G 4A5.2omd 0580 nw 15.14 27.72 0 0 0 0 0 0 0 0 P L-D 12C-0sw 11 DO OD91 0390 n 238 10.18 151 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 298 298 248 523 162 162 135 285 F 19A.0baM 0295 259 2.04 0 0 0 0 0 0 0 0 F 19C-19mw OD49 0.44 031 12 12 5 4 0 0 0 0 F 22A-1pm 1.180 30.80 ODO 0 0 0 0 162 33 1016 0 6 c1 AED excursion 43 158 Envelope loss(gain 780 1217 2616 1909 12 a) Infiltration 254 92 509 184 0) Room ventilation 0 0 0 0 13 Intemal gains OCarperns @ 230 0 0 0 0 Apphancestolher 0 0 Subtotal (lines 6 to 13) 1034 1308 3125 2093 Less e)memalload 0 0 0 0 Lesstrarder 0 0 0 0 Redistribution 166 219 0 0 14 Subblil 1200 1527 3125 2093 15 Duct bads 1 15% 38% 175 581 16% 50% 493 1044 Total room load 1375 2109 3618 3136 Air required (dm) 0 101 0 150 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. rF 20184M1809:0907 Right Sute®Unversal 2018 18.0.19 RSU16877 Page 2 G Be& - S%Lol004 Bareelore A LHG Be& - Snp Cale - M18 From poor faces, S wrightsoft, Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardswve Court Wirier Park FL 32792 Phore (407) 629 - 6920 Fax: (407) 629.9307 Web* wwwOreStopGoolorg.com License CACD32444 Job: Lot 004 Barcelona A LHG Bed.. Date: 10/17/2017 By. LF/MC 1 Room name GATH Krr 2 Exposed Nell 325 4 125 ff 3 Room height 93 0 healtcod 9.3 fi heat/co01 4 Room dimensions t o x 2915 11 135 x 125 fi 5 Room area 291.5 IF 168.8 fF Ty Construction U-value Or HTM Area (W) Load Area (It) Load number BWhflF--) I or perimeter (4) BWh) or perimeter (II) BWh) Heat Cool Gross NIPiS Heat Cod Grass N/P/S Heat Cod 6 VII 1213-09w O550 253 2ffi 0 0 0 0 0 0 0 0 4A.S2om 0560 tore 14.35 22.14 0 0 0 0 0 0 0 0 485-21m 0540 ne 14.09 2359 0 0 0 0 0 0 0 0 485-21m 0540 no 14A9 2359 0 0 0 0 0 0 0 0 11 13A4ots 0.143 ne 3.73 2.90 0 0 0 0 116 116 434 337 4A5.2om 0550 no 14.35 22.14 0 0 0 0 0 0 0 0 485-21m 0540 ne 14.09 2359 0 0 0 0 0 0 0 0 Vy 126-05w OD97 sB 2 0 0 0 0 0 0 0 0 4A.rr2om 0560 se 1435435 21.42 0 0 0 0 0 0 0 0 485-21m 0540 se 14.09 2081 0 0 0 0 0 0 0 0 485-26n 0540 se 14.09 2190 0 0 0 0 0 0 0 0 t3A-0rso 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 11D0 03M se 10.18 1227 0 0 0 0 0 0 0 0 Vy 12B-0sn OD97 sw 253 282 0 0 0 0 0 0 0 0 4AS-2om O-W ON 14.35 21.42 0 0 0 0 0 0 0 0C 4BS-21m 0540 sw 14.09 2021 0 0 0 0 0 0 0 0 y/ 13A-4ocs 0.143 sw 3.73 2.90 149 119 443 344 0 0 0 0 4A5-2om 05W sw 14.35 2257 30 0 431 677 0 0 0 0 I-CC 4B5-21n 0540 sw 14.09 24.09 0 0 0 0 0 0 0 0 Vy 12B-0aN OD97 nw 253 2ffi 0 0 0 0 0 0 0 0 4A5.2om 0550 rtw 1435 2214 0 0 0 0 0 0 0 0L-a 13A-4ocs 0.143 nw 3.73 2.90 153 89 334 259 0 0 0 0 4A5.2om 0550 rrw 1435 22.14 0 0 0 0 0 0 0 0 4A5-2omd 0580 rw 15.14 27.72 64 0 969 1774 0 0 0 0 P L--D 12C-0snr 11D0 O.091 0390 n 238 10.18 151 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168-30ad O.032 0.84 1.76 0 0 0 0 14 14 11 24 F 19A-0hscp 0295 289 2D4 0 0 0 0 0 0 0 0 F 19C•19csm OD49 0.44 031 0 0 0 0 0 0 0 0 F 22A-Ipm 1.180 3080 ODD 292 33 1001 0 169 13 385 0 6 c) AED excursion 562 68 Envelope losdgain 3178 3617 830 292 12 a) Infiltration 502 181 193 70 b) Room ventilation 0 0 0 0 13 Internal gains 0-pants@ 230 0 0 0 0 Appliancestither 0 120D Subtotal (lines6 to 13) 3679 3798 1023 1562 Less exiemalload 0 0 0 0 Lesstransler 0 0 0 0 Redistribution 520 285 500 192 14 Subtotal 4199 4083 1523 1754 15 Duct loads 16'/ 509/6 663 2036 161/6 501% 240 875 Total room bad 4862 6119 1763 2628 Air required (dm) 0 293 1 1 Ol 126 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. r• wr4glstso 2018-Jus-1809e"7 PogtFSute®Unversal201818.0.19RSUt6877 Page G Bed4 • SU.ot 004 Baroelore A LHG Sed4 - SrLp Cale - rvue From poor faces. S wrightsof , Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Court. W irter Park FL 32792 Phone: (407) 629 - 6920 Fax (407) 629 - 9307 Web www0reStopCoohrg.com Ltoerse: CAC032444 Job: Lot 004 Barcelona A LHG Bed.. Date: 10/17/2017 By. LF/MC 1 Room name BED2 WIC 2 Exposed well 105 A 5.0 A 3 Room height 9.3 A heat/000l 9.3 A heaftol 4 Room dimensions 11 D x 105 A 5A x 5A A 5 Room area 115.5 IF 25.0 W Ty Construction U-value Or HTM Area (1F) Load Area (IF) Load number BWh4 n I or perimeter (A) BUih) or perimeter (A) BWh) Heat Cool Gross NIPS Heat Cool Gross NIPIS Heat Cool 6 1!!I OD97 253 292 0 0 0 0 0 0 0 0 4A,S2omAS-2or 0550 rene 1435 2214 0 0 0 0 0 0 0 0 485-21m 0540 ne 14.09 2358 0 0 0 0 0 0 0 0 4B5-2[m 0540 re 14.09 2359 0 0 0 0 0 0 0 0 11 13A-4ocs 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2om 0550 ne 1435 22.14 0 0 0 0 0 0 0 0 485-21m 0540 ne 14.09 2359 0 0 0 0 0 0 0 0 OD97 2ffi 0 0 0 0 0 0 0 0 A5-2o4A5.2om 0550 Sese 1435435 21.42 0 0 0 0 0 0 0 0 485-21m 0540 se 14.09 2081 0 0 0 0 0 0 0 0 4B5-21m 0540 se 14A9 2190 0 0 0 0 0 0 0 0 yl 13A-0ocs 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 Y--D 11 DO 0.390 se 10.18 1227 0 0 0 0 0 0 0 0 12B.Osw 0.097 9w 253 282 0 0 0 0 0 0 0 0 4A5-2nm 0550 sw 1435 21.42 0 0 0 0 0 0 0 0 485.21m 0540 sw 14119 2021 0 0 0 0 0 0 0 0 yl 13A-4ocs 0.143 sw 373 290 98 83 308 239 47 47 174 135 4A5-20m 0550 sw 14.35 2257 15 0 215 339 0 0 0 0 485-21m 0540 sw 14.09 24.09 0 0 0 0 0 0 0 0 Vy 12B-09w OA97 rtw 2.53 282 0 0 0 0 0 0 0 0 6 4A5-2om 0560 nw 1435 22.14 0 0 0 0 0 0 0 0 13A-4ots 0.143 nw 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2om 0550 r1w 14.35 22.14 0 0 0 0 0 0 0 0 4A5.2omd 0580 r1w 15.14 27.72 0 0 0 0 0 0 0 0 P LD 12C-0sw 11 DO 0D91 0390 n 238 10.18 151 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 0 0 0 0 0 0 0 0 F 19A-0bscp 0295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19mw 0A49 0.44 031 0 0 0 0 0 0 0 0 F 22A-1pm 1.180 30AD ODO 116 11 323 0 25 5 154 0 6 c) AED excursion 64 7 Envelope losygan 847 642 328 128 12 a) Nitration 162 59 77 28 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 1 230 0 0 Applianaes/other 0 0 Subtotal (lines 6 to 13) 1009 931 405 156 Less e)LwMload 0 0 0 0 Less transfer 0 0 0 0 Redrstributon 372 228 0 0 14 Subtotal 1381 1159 405 156 15 Duci bads 16K 50'/ 218 578 16% 50'/ 64 78 Total room load 1599 1737 469 233 Air required (dm) 0 83 1 0 11 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. O}f 2018-1o1809O907 Right-Sute®Unversal 2018 18.0.19 RSU16877 Page 4 G Bed4 - S1Lot 004 Barcelona A LHG Bed4 - S.np Cale ." Front Door faces- S wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardsoove Court Winer Park, FL 32792 Phone(407) 629 - 6920 Fax. (407) 629 - 9307 Web wwwOreStopCootirg.com License* CAG032444 Job: Lot 004 Barcelona A LMG Bed.. Date: 10/17/2017 By: LF/MC 1 Ro0m name HALL STR1 2 Exposed wall 0 A 8.0 A 3 Room height 93 A heaV000l 93 A heaV000l 4 Room dimensions 1.0 x 44.0 A 1.0 x 70D II 5 Room area 44.0 W 70.0 1F Ty Conwucbon number U-value Bluh4lr n Or HTM BWMIry Area (A) or perimeter (A) Load Bbh) Area (A) or perimeter (A) Load Bluh) Heat Cool Gross NAS Heat Cool Gross NAPS Heat Cool 6 12B-09v OD97 2ffi 0 0 0 0 0 0 0 0 TE 4AS2om SW0550 rene 1435435 221a 0 0 0 0 0 0 0 0 48S21m 0540 ne 14.09 2359 0 0 0 0 0 0 0 0 485-2(m 0540 ne 14A9 2359 0 0 0 0 0 0 0 0 11 13A-4ots 0.143 ne 3.73 2.90 0 0 0 0 74 74 278 215 4A5.2om 05W ne 1435 22.14 0 0 0 0 0 0 0 0 485.21m 0540 ne 14.09 2359 0 0 0 0 0 0 0 0 1Ql E--G 12B-09w OD97 se 253 282 0 0 0 0 0 0 0 0 4A5.2orn 0550 se 1435 21.42 0 0 0 0 0 0 0 0 485-2lm 0540 se 14.09 20BI 0 0 0 0 0 0 0 0 I;-GG 485.21m 0540 se 14D9 2190 0 0 0 0 0 0 0 0 t-D0.14313A-0ocs se 3.73 2.90 0 0 0 0 0 0 0 0 11 DO 0390 se 10.18 1227 0 0 0 0 0 0 0 0 12B-0sw OD97 9w 253 222 0 0 0 0 0 0 0 0 4AS-2om 05M 9w 1435 21.42 0 0 0 0 0 0 0 0 Ili 4B5.21m 0540 sw 14D9 2081 0 0 0 0 0 0 0 0 13A-4oce 0.143 9w 3.73 290 0 0 0 0 0 0 0 0 4A5-2om 0550 9w 14.35 2257 0 0 0 0 0 0 0 0 4B5-21n 0540 9w 14.09 24.09 0 0 0 0 0 0 0 0 Vy 12B-Osw OD97 r1w 253 252 0 0 0 0 0 0 0 0 C 4P5-2om OSM nw 1435 22.14 0 0 0 0 0 0 0 0 13A-4ots 0.143 nw a73 2.90 0 0 0 0 0 0 0 0 C Lam; 4A5.2om 05W nw 1435 22.14 0 0 0 0 0 0 0 0 4A5-2omd 0580 rrw 15.14 27.72 0 0 0 0 0 0 0 0 R L-0 12C-09N 11D0 OD91 0390 n 238 10.18 151 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-30ad OD32 O.84 1.76 0 0 0 0 0 0 0 0 F 19A-0bstp 0295 229 2D4 0 0 0 0 0 0 0 0 F 19C-19aw 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22A-pm 1.180 3080 ODO 44 0 0 0 70 8 246 0 6 c) AED excursion 0 11 Envelope loss'gain 0 0 524 205 12 a) Infilbabon 0 0 123 45 b) Room venblabon 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 ApphanossiDther 0 0 Subtotal (lines 6bt3) 0 0 648 249 Less extemalload 0 0 0 0 Lesstransler 0 0 0 0 Redistribution 0 0 648 249 14 Subtotal 0 0 0 0 15 1 ud loads 1 16%1 WX 0 0 16%1 1 0 0 Total room load 0r-0I 0 0 0 Air required (dm) 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J ft Ed. gz=wrbgF tsoft 2018-ko1809O907 AM """" Right-Suite®Unversal201818.0.19RSU16877 Pages G Bed4 - S%Lol004 Barcelona A LHG Bed4 - Sfw Cale. kW Frort Door races, S wrighttsoft' Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardsoove Coin W irter Park FL 32792 Phone. (407) 629 - 6920 Fax. (407) 629 - 9307 Web: wAwOreStopCooling.com Licerce: CA0032444 Job: Lot 004 Barcelona A LHG Bed.. Date: 10/17/2017 By. LF/MC t Room name BTH1 LAUN 2 Exposed wall 6.0 f1 35 f1 3 Room height 9.3 ft heattool 9.3 R heat/cool 4 5 Room dimensions Room area 11.5 x 6.0 ft 69.0 IF 1.0 x 93D ft 93.0 Ina Ty Construction U-value Or HTM Area (fF) Load Area (II) Load number Bbrh4R`F) I or perimeter (R) Btuh) or perimeter (ft) Btuh) Heat Cod Gross NAS Heat Cod Gross NAS Heat Cod 6 12B-0av 0.097 no 2. 0 0 0 0 0 0 0 0 4AS2om 0550 ne 1435435 22.141414 0 0 0 0 0 0 0 0 485-21m 0540 ne 14.09 2359 0 0 0 0 0 0 0 0 405.21m 0540 no 14D9 2359 0 0 0 0 0 0 0 0 11 13A4ocs 0.143 ne 3.73 2.90 0 0 0 0 33 29 107 83 4A5.2om 0550 no 1435 22.14 0 0 0 0 0 0 0 0 4EL 26n 0540 ne 14.09 2359 0 0 0 0 4 0 56 94 12B-0sw 0D97 se 2ffi 0 0 0 0 0 0 0 0 4AS2om 0560 se 1435435 21.42 0 0 0 0 0 0 0 0 4B5-21rn 0540 se 14.09 2081 0 0 0 0 0 0 0 0 4BS-21m 0540 se 14D9 21.90 0 0 0 0 0 0 0 0 73A-400s 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 11DO 0.390 se 10.18 1227 0 0 0 0 0 0 0 0 1ql 12B-Osw OD97 sw 253 2A2 0 0 0 0 0 0 0 0 4AS-2orn 0550 sw 1435 21.42 0 0 0 0 0 0 0 0 I G 48S21m 0540 sw 14D9 20B1 0 0 0 0 0 0 0 0 yl 13A-4ocs 0.143 sw 3.73 2.90 56 52 193 150 0 0 0 0 4A5-2om 05W sw 14.35 2257 0 0 0 0 0 0 0 0 4B5-2trn 0540 9w 14.09 24D9 4 0 56 96 0 0 0 0 Vy 12B-0sw OD97 nw 253 2B2 0 0 0 0 0 0 0 0 C 4A5.2om 0560 nw 1435 2214 0 0 0 0 0 0 0 0 yl 13A-40cs 0.143 rw 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 0550 nw 14.35 22.14 0 0 0 0 0 0 0 0 1-CG 4A5.2omd 0580 nw 15.14 27.72 0 0 0 0 0 0 0 0 R i--D 12C-Osw 11 DO OD91 0390 n 238 10.18 151 1227 107 0 107 0 254 0 161 0 98 21 76 21 181 217 115 262 C 16B-30ad 0.032 0B4 1.76 0 0 0 0 0 0 0 0 F 19A-0b9cp 0295 2.89 2D4 0 0 0 0 0 0 0 0 F 19C-19rsm 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 ODO 69 6 185 0 93 4 108 0 6 c) AED excursion 12 45 Envelope Iosscgain 689 420 669 509 12 a) Infiltration 93 33 54 20 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances(other 0 500 Subtotal (lines 6 to 13) 781 453 723 1028 Less eA rral load 0 0 0 0 Less transfer 0 0 0 0 Redrstribufion 0 0 946 581 14 Subtotal 781 453 1670 1609 15 Dud Toads 16°/> 50% 123 226 16% 50'/6 263 802 Total room load 904 679 1933 2411 Air required (dm) 0 33 1 10 116 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. e}+ wrtigistsoft- 2018-.M18094997 cA Righ}Sine®Uriversa12078t8019RSU76877 Page G Bed4 -Slot 004 Barcelona ALHG Beda - S.rc;1 Calc = fvUB Frort Door faces: S wrightsoft- Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sandsoove Cout W irter Park FL 32792 Phore: (407) 629 - 6920 Fax. (407) 629 - 9307 Web: wwwOreStopCoolirg.com License CAC032444 Job: Lot 004 Barcelona A LHG Bed.. Date: 10/17/2017 Bar. LF/MC 1 Room name NOSED MiO1 2 EVosed wall 46D ff 35 II 3 Room height 9.0 4 heaU000l 9.0 1f heaftol 4 5 Room dimensions Room area 1.0 x 3203 4 320.3 IF 35 x 55 II 193 W Ty Construction U-value Or HTM Area (fF) Load Area (W) Load number Bti hflr--) BWtNF) or perimeter (it) fth) or perimeter (it) Bluh) Heat Cool Gross NrP/S Heat Cool Gross NAS Heat Cod 6 12B-Osw OD97 no 253 282 117 117 296 330 0 0 0 0 4A5-2om 0550 ne 1435 22.14 0 0 0 0 0 0 0 0 485-21m 0540 ne 14D9 2359 0 0 0 0 0 0 0 0 48S21m 0540 no 1409 2359 0 0 0 0 0 0 0 0 11 13A4ots 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 0550 no 14.35 22.14 0 0 0 0 0 0 0 0 485.21m 0540 OD97 rye s11 14.09 2359 2ffi 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0Ily A5-2or4A5.2om 5w0550 so 1435435 21,42 0 0 0 0 0 0 0 0 4B5.2trn 0540 se 14.09 20BI 0 0 0 0 0 0 0 0 485.21m 0540 se 14.09 21.90 0 0 0 0 0 0 0 0 13A-flocs 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 t 1 DO 0390 se 10.18 1227 0 0 0 0 0 0 0 0 12B-osw 0.097 sw 253 2ffi 149 134 338 376 0 0 0 0Tit1414A5.2om 0.550 sw1425 21.42 15 2 215 321 0 0 0 0 485-21m 0540 sw 14D9 2081 0 0 0 0 0 0 0 0 Yy 13A-4ocs 0.143 sw 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2om 0550 sw 1435 2257 0 0 0 0 0 0 0 0 I-( C 4B5-2hn 0540 9w 14.09 24.09 0 0 0 0 0 0 0 0 Vy t G 12BOsw OD97 rw 253 2.82 149 119 300 334 32 32 80 89 4A5-2om 0560 rw 1435 2214 30 0 431 664 0 0 0 0 yl 13A-4ots 0.143 rw 3.73 2.90 0 0 0 0 0 0 0 0 4A5-tom O.550 rw 1435 22.14 0 0 0 0 0 0 0 0 L-(G 4A5-2omd 0580 rw 15.14 27.72 0 0 0 0 0 0 0 0 R L-D 1210-09er 1160 OD91 0390 n 238 10.18 151 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16B-30ad OD32 O,84 1.76 320 320 267 563 19 19 16 34 F 194-039cp 0295 2.89 2.04 124 124 358 252 0 0 0 0 F 19C-19mm O.049 0.44 031 0 0 0 0 0 0 0 0 F 22A-1pm 1.180 3DBO Om 0 0 0 0 0 0 0 0 6 c) AED excursion 178 6 Envelope loss/gain 2206 3019 96 117 12 a) Infiltration 687 248 52 19 b) Room ventilation 0 0 0 0 13 IntarnWgains: Occupants@ 230 2 460 0 0 Applianceesfother 0 0 Subtotal (lines 61D 13) 2893 3727 148 136 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2893 3727 148 136 15 Dud loads 151/6 38% 421 1418 15% 38% 22 52 Total room bad 3314 5145 170 187 Air required (dm) 0 247 0 9 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. F wrtigFstaoTt 2018Jur1809fl9O7 Right-Sute®Unversal 2018 18.0.19 RSU16877 Page 7 G Bed4 - S1Lot 004 Barcelona A LHG Be& - SrLp Calc =" Front Door faces: S wrighttsoft, Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardsoove Court W uter Park FL 32792 Phone: (407) 629.6920 Fax: (407) 629.9307 Web. wwwOreStopCooling.00m License CAC032444 Job: Lot 004 Barcelona A LHG Bed.. Date: 10/17/2017 By: LF/MC 1 Room name METH IANIC 2 Exposed wall 215 4 8D 4 3 Room height 9.0 4 heaV000l 9.0 4 heaV000l 4 Room dimensions 1.0 x 136D 4 105 x 8.0 4 5 Room area 136.0 W 84.0 W Ty Coraumon U-value Or HTM Area (t) Load Area (W) Load number BDrWTj I or perimeter (4) BWh) or perimeter (A) Ebih) Heat Cool Grass NP/S Heat Cool Grass NrP/5 Heat Cool 6 12&Ow OA ne 2 53972ffi104962472750000 4A5-2om 0550 ne 1435 22.14 0 0 0 0 0 0 0 0T-G 4B5-21m 0540 ne 14.139 2359 6 0 85 142 0 0 0 0 485.21n 0540 ne 14D9 2359 0 0 0 0 0 0 0 0 11 13A4= 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 4A5-tom 0.550 no 1435 22.14 0 0 0 0 0 0 0 0 485-21m 0S40 ne 14.09 2359 0 0 0 0 0 0 0 0 128-09Nr OD97 se 253 2B2 0 0 0 0 0 0 0 0 4A5-2om 05W se 1435 21.42 0 0 0 0 0 0 0 0 485.21m 0540 se 14119 2D81 0 0 0 0 0 0 0 0 485-21n 0540 se 14119 21M 0 0 0 0 0 0 0 0 Vy Y D 13A-4ocs 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 11 DO 0390 se 10.18 1227 0 0 0 0 0 0 0 0 1Ql 12B-0sw OD97 sw 253 2B2 0 0 0 0 72 72 182 203 I--GG 4A5.2om 0560 sw 1435 21.42 0 0 0 0 0 0 0 0 485-21m 0540 sw 14119 2081 0 0 0 0 0 0 0 0 Vy 13A-4ocs 0.143 sw 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2om 05W sw 1435 2257 0 0 0 0 0 0 0 0 485.21n 0540 sw 14.09 24.09 0 0 0 0 0 0 0 0 128-O w OD97 rtw 253 222 90 90 228 254 0 0 0 0 4A5-2orr1 0550 r1w 1435 2214 0 0 0 0 0 0 0 0 13A4= 0.143 rtw 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2om 0550 nw 1435 22.14 0 0 0 0 0 0 0 024AS2omd05Wnw15.14 27.72 0 0 0 0 0 0 0 0 R L-D 12C-0sw 11 DO 0D91 0390 n 238 10.18 151 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 16&30ad 0D32 0.84 1.76 136 136 114 239 84 84 70 148 F 19A04up 0295 289 2.04 0 0 0 0 0 0 0 0 F 19C-19csm 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 308D ODO 0 0 0 0 0 0 0 0 6 c) AED exourson 43 17 Envelope loss/gain 673 866 252 334 12 a) h6hrabon 321 116 120 43 b) Room venblabon 0 0 0 0 13 Inferred gains: 0o31pan1s@ 230 0 0 0 0 Appliancestlher 0 0 subtotal (lines 6ID 13) 994 982 372 377 Less wornal load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 212 270 0 0 14 Subtotal 1206 1252 372 377 15 Dutlloads 1 151/ 38^/ 176 477 15°/, 381/6 54 144 Total room bad I I 1 1381 1729 426 521 Air required (mn) 0 83 0 25 Calculations approved by ACCA to meet all requirements of Manual J 8ttt Ed. f wrrgFstaoTt- RgFFSute®U2018-.M1809,0907riversa1201818.0.t9RSU16877 Page B G Bed4 - S1Lot 004 Barcelona ALHG Be44 - S.rtp Cale a M18 Front Door faces. S wrightsofC Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sandsoove Court, Winer Park FL 32792 Phone: (407) 629.6920 Fax: (407) 629. 9307 Web- wwwOreStopCoolorg.com License:CAC032444 Job: Lot 004 Barcelona A LHG Bed.. Dale: 10/17/2017 By. LF/MC 1 Room name BED3 2 Exposed well 195 e 0 rt 3 Room height 9.0 11 heat/cool 9.0 4 heaVcool 4 Room dimensions 1.0 x 144.0 4 35 x 5.0 fl 5 Room area 144 0 IF 17.5 W Ty ConsUUWon U-value Or HTM Area (IF) Load Area (W) Load number BWh9R-`9 BILAW) or perimeter (l) BWh) or perimeter M Bluh) Heal Cod Gras NIPS Heat Cool Gross NAS Heat Cool 6 VI 1A5-2o OD97 no 214 115 89 215 249 0 0 0 0 4AS2om 0550M no 1435435 2214 15 0 215 332 0 0 0 0lF~_-{CC' 485-21n 0540 re 14.09 2359 0 0 0 0 0 0 0 0 485.21m 0540 no 14.09 2359 0 0 0 0 0 0 0 0 Vf 11 13A-4ocs 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2om 05W no 1425 22.14 0 0 0 0 0 0 0 01485-21n 0540 ne 14.09 2359 0 0 0 0 0 0 0 0 1213-0sw 0.097 se 253 282 72 68 172 192 0 0 0 0 4A5.2om 0550 se 1435 21.42 0 0 0 0 0 0 0 0 4B5.21m 0540 se 14.09 2021 4 1 56 83 0 0 0 0 4B5-21m 0540 se 14A9 2130 0 0 0 0 0 0 0 0 Vjl D 13A-4os 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 11 DO 0.390 se 10.18 1227 0 0 0 0 0 0 0 0 1QI 12&Osw OD97 9w 253 2ffi 0 0 0 0 0 0 0 0 0 SIN14.35 21.42 0 0 0 0 0 0 0 0 1_{( 4B5-21m 0540 sw 14.09 20.81 0 0 0 0 0 0 0 0 V 13A-4ocs 0.143 sw 3.73 2.90 0 0 0 0 0 0 0 0 4A5. 2om 0550 sw 1435 2257 0 0 0 0 0 0 0 0 IGI4135.21n 0540 sw 14.09 24.09 0 0 0 0 0 0 0 0 IQr 126sw 0OD97 nw 253 2A2 0 0 0 0 0 0 0 0 1_ 6 4A5-2om 0550 my 1435 2214 0 0 0 0 0 0 0 0 13A- 4ots 0.143 nw 3.73 2.90 0 0 0 0 0 0 0 0 4A5. 2om 05W rtw 14.35 22.14 0 0 0 0 0 0 0 0 4A5- 2omd 0580 nw 15.14 27.72 0 0 0 0 0 0 0 0 P LD 12C- 09w 11 DO OD91 0390 n 238 10. 18 151 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 1613-30ad O.032 0.84 1.76 144 144 120 253 18 18 15 31 F 19A-Obs,p 0295 229 2.04 16 16 46 33 0 0 0 0 F 19C-19a= 0.049 0.44 031 0 0 0 0 0 0 0 0 F 22A-0n 1.180 30BO ODO 0 0 0 0 0 0 0 0 6 c) AED excursion 62 1 Envelope loss/gain 834 1080 15 29 12 a) Nitration 291 105 0 0 b) Room ventilation 0 0 0 0 13 Internal gains: Oocvpargs @ 230 1 230 0 0 Applianoesbther 0 0 Subtotal ( lines 6ID 13) 11126 1415115 29 Less extemalload 0 0 0 0 Lesstran9er 0 0 0 0 Redistribution 172 220 15 29 14 Subtotal 1298 1635 0 0 15 Dud loads 159% 381/6 189 622 151/6 389% 0 0 Total room bad 1487 2258 0 Ao Airrequired (dm) 0 108 0 Calculations approved byACCA to meet all requirements of Manual J ft Ed. w agstM oTC- RigFtSute®Unversal201818.0.19RSU16877 2018Jur18 09 09 07AA Page9G Bed4 . S\Lo1004 BaroeloreA LHG Bed4 - S.n>a Calc a MJ8 Frort Door laces S wrightsoft* Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Coun. W irter Park FL 32792 Phone (407) 629 - 6920 Fax. (407) 629 - 9307 Web. wwwOreStopCoolirg.com License CAC032444 Job: Lot 004 Barcelona ALHG Bed.. Date: 10/17/2017 By. LF/MC I Room name BED4 BTH3 2 Exposed well 27.0 ft 6.0 It 3 Room height 9.0 ft heaVC001 9.0 If heakool 4 Room dimensions 1.0 x 1435 If 6.0 x 55 ft 5 Room area 1435 IF 33.0 IR Ty Construcifon U-value Or HTM Area (II) Load Area (fF) Load number BWMR"F) BluW or perimeter (It) BWh) or penmeter (ft) BWh) Heal Cool Gross N/P/S Heat Cool Gross NAS Heat Cool 6 VII OD97 no 2ffi 18 18 46 51 0 0 0 0A5-2Dw4A5.2om 0550 ne 1435435 22.14 0 0 0 0 0 0 0 0III----.GGG 4B5.2kn 0540 ne 14.09 2359 0 0 0 0 0 0 0 0 4135-21m 0540 no 14A9 2359 0 0 0 0 0 0 0 0 11 13A-4ocs 0.143 ne 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 0.550 ne 14.35 22.14 0 0 0 0 0 0 0 0 465.21m 0540 ne 14.09 2359 0 0 0 0 0 0 0 0 12B-Osnr 0.097 so 253 282 95 80 201 224 54 48 122 135 4A5-2Dm 05W se 1435 21.42 15 2 215 321 0 0 0 0 4B5-21m 0540 se 14.09 2051 0 0 0 0 0 0 0 0 4B5-211n 0540 se 14.09 21.90 0 0 0 0 6 1 85 131 13A-40Cs 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 11 DO 0.390 se 10.18 1227 0 0 0 0 0 0 0 0LZ 1 1 12B-0sH OD97 sw 253 2ffi 131 131 330 368 0 0 0 0 G I 4A5- 2om 05W sw 14.35 21.42 0 0 0 0 0 0 0 0 4B5-211n 05Q sw 14.09 2081 0 0 0 0 0 0 0 0 Vy 13A- 4ocs 0.143 sw 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2om 0550 sw 14.35 2257 0 0 0 0 0 0 0 0 t CG 4B5-2kn 0-540 sw 14.09 24.09 0 0 0 0 0 0 0 0 Yy 12B- 09w OD97 rtw 253 2ffi 0 0 0 0 0 0 0 0 1--G 4A5-2om 05W nw 1435 22.14 0 0 0 0 0 0 0 0 Vy 0. 143 r1w 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 0550 nw 14.35 22.14 0 0 0 0 0 0 0 0 13A-4as t I- GG4A5.2omd 05W rnv 15.14 27.72 0 0 0 0 0 0 0 0 P LD 12C Osw 11 DO OD91 03M n 238 10. 18 151 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 168- 30ad 0.032 0.84 1.76 144 144 120 252 33 33 28 58 F 19A- 0bscp 0295 2,89 2.04 0 0 0 0 0 0 0 0 F 19C- 19rs(D 0D49 0.44 031 89 89 40 28 33 33 15 10 F 22A-%) m 1.180 3050 ODO 0 0 0 0 0 0 0 0 6 c) AED excursion 29 39 Envelope lossIgain 952 1273 248 374 12 a) Infiltration 403 146 90 32 b) Room ventilation 0 0 0 0 13 Intemal gains: 0w4w%@ 230 1 230 0 0 Appkanoesrother 0 0 Subtotal (lines 6 to 13) 1355 1648 338 406 Less exlemal bad 0 0 0 0 Less transfer 0 0 0 0 Redistribution 5 10 0 0 14 Subtotal 1360 1659 338 406 15 NO bads 1 15% 38% 198 631 15% 38'/ 49 155 Total room load 1559 2290 387 561 Air required ( dm) 0 110 0 27 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. a- 2018- A018M09fl7 Ack RigWSute9Unversa12018 18.0.19 RSU16877 Page 10 G Bed4 - S1Lo1004 Baroelore ALHG Bed4 - S rtp Cale - MA Frort Door faces, S wrightsoft• Right-J® Worksheet Entire House One Stop Cooling and Heating 7225 Sardsoove Coot W irter Park FL 32792 Phore: (407) 629.6920 Fax: (407) 629.9307 Web. wwwOreStopCoolirKj.com License: CAC032444 Jab: Lot 004 Barcelona A LHG Bed.. Date: 10/17/2017 By. LF/MC 1 Room name T013 STR2 2 Exposed wall 15D R 75 R 3 Room height 9.0 a heattool 9D a heaUODol 4 5 Room dimensions Room area 55 x 75 R 41.3 W 135 x 75 R 101.3 W Ty ConstrucAon U-value Or HTM Area number BWWR¢ n BbjN" or perimeter (it) BWh) orsperimeter (It) B h) Heat Cool Gross NIPS Heat Cool Gross WP/S Heat Cool 6 12B-0Ow OD97 ne 253 2B2 68 68 171 190 68 53 133 148 4A5-m 0550 ne 1435 22.14 0 0 0 0 0 0 0 0V485-211n 0540 ne 14119 2359 0 0 0 0 0 0 0 0 485.21m 0540 no 14.09 2359 0 0 0 0 15 0 211 354 11 13A-4ocs 0.143 no 173 2.90 0 0 0 0 0 0 0 0 4A5.2om 05W ne 1435 22.14 0 0 0 0 0 0 0 0 4B5-2tm 0540 ne 14.09 2359 0 0 0 0 0 0 0 0 12B-0sw OD97 se 253 282 50 44 110 123 0 0 0 0 4A5-2om 0560 se 1435 21.42 0 0 0 0 0 0 0 0 485.2bn 0540 se 14.09 2OB1 0 0 0 0 0 0 0 0 485.2lm 0540 se 14.09 2190 6 85 131 0 0 0 0 13A-4ocs 0.143 se 3.73 2.90 0 0 0 0 0 0 0 0 11 DO 03M se 10.18 1227 0 0 0 0 0 0 0 0 1Ql 128-0sw OD97 sw 253 2112 18 18 46 51 0 0 0 0 4A5-2om 0560 sw 1435 21.42 0 0 0 0 0 0 0 0 4B5-2an 0540 sw 14119 2081 0 0 0 0 0 0 0 0 V 13A-flocs 0.143 sw 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 0550 sw 1435 2257 0 0 0 0 0 0 0 0 t-:t 4B5.21m 0540 sw 14D9 24.09 0 0 0 0 0 0 0 0 1y 128.Osnr OD97 nw 253 222 0 0 0 0 0 0 0 0 Y--a 4A5.2an 0560 rrw 1435 22.14 0 0 0 0 0 0 0 0 13A-4ocs 0.143 nw 3.73 2.90 0 0 0 0 0 0 0 0 4A5.2om 0550 rrw 1435 22.14 0 0 0 0 0 0 0 0 4A5-2omd 05M nw 15.14 27.72 0 0 0 0 0 0 0 0 R I-D 12C-0av 11 DO OD91 0390 n 238 10.18 151 1227 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 C 166.30ad 0.032 084 1.76 41 41 34 73 101 101 85 178 F 19A-Obscp 0295 289 2A4 0 0 0 0 0 0 0 0 F 19C-19aw 0.049 0.44 031 41 41 18 13 0 0 0 0 F 22A-Ipm 1.180 3080 0.00 0 0 0 0 0 0 0 0 6 0) AED excursion 27 30 Envelope losstgain 464 607 429 650 12 a) Infitbabon 224 81 112 40 b) Room ventilation 0 0 0 0 13 Inlemalgains 000upants@ 230 0 0 0 0 Appliarcess/other 0 0 Subtotal (lines 6 to 13) 688 688 541 690 Less ermemalload 0 0 0 0 Lesseanster 0 0 0 0 Redistribubon 0 0 541 690 14 Subtotal 688 688 0 0 15 Duct bads 15% 381/0 100 262 159% 38% 0 0 Total room load 788 0 0 100Airrequired (dm) 0 40 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wreghteofl- 2018Jul 1809.109,07 Riglt-SuteOUrtversal201818.0.19RSU16877 Page11 G 8ed4 • SV.ot 004 Baroelora A LHG Sed4 - S.r p Calc = MJ8 From Door laces. S Static Pressure and Friction Rate Job: W 004 Barcelore ALHG... W rightsoftDate: 10/17/2017 Entire House By. LF/Mc One Stop Cooling and Heating 7225 Sardsoove CotrL W irter Park FL 32792 Phore: (407) 629 - 6920 Fax. (407) 629 - 9307 Web vA%w0reSlopCoohrgxom License. CAC032444 For: Park Square Homes 3728 Saltmarsh Loop, Sanford, FL 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 ft) ft) Measured length of run -out 13 0 Measured length of trunk 69 0 Equivalent length of fittings 170 0 Total length 252 0 Total effective length 252 Heating Cooling in/ 100ft) (in/100ft) Supply Duds 0.135 OK 0.135 OK Return Duds 0.135 OK 0.135 OK Fitting Equivalent LengthDetails supply 4X--35,11 A=20, 11 G--5,11 G--5,11 A-20,11 K=20, 11 1=10, 11G--5,1 A--35, 11 G-5,11 G=5,11 G=5: TotalEL=170 Return TotalEL-0 rightsofft 2018-A018 09.0908 woftRigh- Sute®Uriversal2018180.19RSU16877 Pagel G Bed4 - S1Lot 004 BarceloreALHG Bed4 - S.rtq Calc - fvUB Frortl Door laces S wrightsofte Duct System Summary Entire House One Stop Cooling and Hating 7225 Sardscove CorrL Wirier Park FL 32792 Phore (407) 629 - 6920 Fax: (407) 629.9307 Web: wwKOreSnopCoohrg.00m License: CAC032444 For: Park Square Homes 3728 Saltmarsh Loop, Sanford, FL External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.135 in/100ft 0 cf m 252 Job: Lot 004 Barcelona A LHG ... Date: 10/17/2017 By. LF/MC Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.170 / 0.170 in H2O 0.135 in/100ft 1567 cim Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Mall Actual Ln (ft) Ftg.Egv Ln (ft) Trunk SED2 c 1737 0 83 0.158 6.0 Ox 0 VIFx 65.2 150.0 st3 BEDS c 2258 0 108 0206 7.0 Ox 0 VIFx 29.7 135.0 st5 BED4 c 2290 0 110 0.197 6.0 Ox 0 MR 32.2 140.0 st5 BTH1 c 679 0 33 0.160 4.0 Ox 0 MR 62.7 150.0 st3 BTH3 c 561 0 27 0.210 4.0 Ox 0 VIFx 272 135.0 st5 DW c 3136 0 150 0.136 7.0 Ox 0 VIFx 80.7 170.0 st4 GATH c 3060 0 147 0.140 7.0 Ox 0 VIFx 73.6 170.0 s14 GAT1+A c 3060 0 147 0.135 7.0 Ox 0 VIFx 81.7 170.0 st4 Krr c 2628 0 126 0.136 7.0 Ox 0 VIFx 79.7 170.0 st4 LAUN c 2411 0 116 0.161 6.0 Ox 0 VIFx 65.7 145.0 st3 LOFT c 2109 0 101 0280 6.0 Ox 0 VIFx 16.5 105.0 st2 MBED-A c 5145 0 247 0.215 9.0 Ox 0 VIFx 332 125.0 st6 METH c 1729 0 83 0.218 5.0 Ox 0 VIFx 312 125.0 st6 MTOI c 187 0 9 0.235 4.0 Ox 0 VIFx 29.5 115.0 st6 MWC c 521 0 25 0.215 4.0 Ox0 MR 33.1 125.0 st6 T013 c 950 0 46 0.208 4.0 Ox 0 VIFx 28.3 135.0 st5 We c 233 0 11 0.159 4.0 Ox0 VIFx 64.4 150.0 st3 wrightsoft- Right-Sute®Uriversa12016 18 0.19 RSU16877 G Bed4 - SV-ol004 Barcelore ALHG Bed4 - S.rrq Calc - MJ6 Frort Door laces S 2018401809109108 Page 1 Name Trunk Type Htg Cim) Clg Cim) Design FR Veloc ipm) Diam in) H x W in) Duct Material Trunk SO PeakAVF 0 812 0.135 582 16.0 0 x 0 VinIFIX s14 PeakAVF 0 570 0.135 725 12.0 0 x 0 VinlFlx st3 st3 PeakAVF 0 812 0.135 760 14.0 0 x 0 VinlFlx SO st5 PeakAVF 0 290 0.197 532 10.0 0 x 0 VInIFIX st2 s16 PeakAVF 0 363 0215 666 10.0 0 x 0 VInIFIx st2 st2 PeakAVF 0 755 0.197 706 14.0 0 x 0 vnIFIX Name Grille Size (in) Htg Cim) Clg Ctrs) TEL ft) Design FR Veloc ipm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mal Trunk rb1 Ox 0 0 1567 0 0 0 0 Ox 0 VIFx wrightsoft" 2018-Jur18 099908 9l ,.., Righ-Su"Unversa12018 18 0.19 RSU16877 Page 2 G Bed4 • S1Lo1004 Barcelora A LHG Bed4 • S.rtp Calc = M18 Frort Door laces S Level 1 NC-1: 4.0 TCN 16.0 SEER H.P. IGI 1 ---- AF--- ---; 1- — -- I I i I & AF I F rlhGFl DIN A I QpAF 10X8 I 150 cfm I 4LIGGHTSS FPS2 7 n I 7 3 PEND O, GFIv PREMIR i 42' FCLG IRE ( ) ILITE GFI f F GAT Y o KIT147cfmI ' 10X10.2 147 cim ` w10X10.2 I, I , • r I GFI 10X8 42' 0 126-chn ® GFI I I I , r t 4i• al AF 12" I 1 .I II _ GF T I 111 142- 1 4 . 4 . AF lT T - r -T i 10X6 I I I' I I TdsWrrcH j l BED2 6" 83cfm I t I IABV. >l MRE I STR1 CLG. ITE AF AF 8 4 OPEN TO 1 Cfm An FBB1 ABOVE IrAFjh10 P f , j I i AF FOY- I AF KWIC 10:x 1V0 c D. DV IV i : I I 4" ALL 6' GF1 @ 4r i I UN 10X6 i F 33 cim 116 cfm GWFP16EF1VTWV.P.. I II ' - BTH1, SX4) 42- IPIGI I I I II - 4y. ® I GFI I Sup Riser 14" I 1.4" I I I I I 1 I T I = GARAGE' I , U I 4 I I' I Job M Lot 004 Barcelona A LHG Bed4 - S Performed by LF/MC for: Park Square Homes 3728 Saltmarsh Loop Sanford, FL EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase — — Condensate — - — Thermostat 18/8 O SRB = Small Reduction Box LRB = Large Reduction Box FBB =Field Built Box One Stop Cooling and Heating 7225 Sandscove Court Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 www.OneStopCooling.com Scale:1 : 72 Page 1 Right-SuiWO Universal 2018 18.0.19 RSU16877 ` 2018-Jun-18 09:10:17 004 BarcelonaA LHG Bed4 - S.rup EF1 = 50 CFM Fan EF2 = 80 CFM Fan EF3 = 110 CFM Fan EFL1 = 50 CFM Fan EFL2 = 80 CFM Fan EFL3 = 110 CFM Fan VTR = Vent to Roof VTW = Vent to Wall DV = Dryer Vent RV = Range Vent Lineset Chase — — Condensate — - — Thermostat 18/8 O SRB = Small Reduction Box LRB = Large Reduction Box FBB = Feld Built Box Job M Lot 004 Barcelona A LHG Bed4 - S Performed by LF/MC for: Park Square Homes 3728 Saftmarsh Loop Sanford, FL Level 2 AF r © CESS LIGHTS I i PRE -WIRE CLG. FANILITE AF -( D MBEL 12X12.1 ' 247 cfm i U i AF {, 9" 8X4 4" 25 cfm MWIC IRAF I I 10X6 101 cfm AF PRE -WIRE 1 CLG. FANILITE LOFT 14\ SS EF1 VTR O S.D. AF I i -- - I gPG42. 8X lI" SRB2 9cfm I V.P. i MTO1 I EFI VTR 16x 43 Fj 10X6 ;i MBTH8tfm -- 4 " , I 42• I iIi )GFI I C) c. 16 x 16 STR2 1 ' 6" I I JO SWITCH BELOW S.D. 10Xj0 C. Claz. i 10x 9 10x 10 T 1s" OX18I 1OX8 AFE 567 cfm PRE-WI08 CfM G FANILITE RB1 A BEDS rM M S.D. AF 6 -) S. D. 106 8' EEEBEII- 110 c lox 10 Sup Riser A6- BTH3 EF1 VTR' 14" AF PRE -WIRE F CLG. FAWLITE 8 ' Y3 d7- im f 46 cim ? cAMBENAF ; TOIT. P. i One Stop Cooling and Heating 7225 Sandscove Court Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 www.OneStopCooling. com Scale:1 : 72 Page 2 Right -Suite® U niversal 2018 18.0. 19 RSU16877 2018-Jun- 18 09:10:1 004 BarcelonaA LHG Bed4 - S.rup