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3956 Saltmarsh Lp 18-892; NEW SFHIY-YcIZ COUNTY OF' SEMINOLE LjIMPACTFEESTATEMENT 2 STATEMENT NUMBER: 18100001 DATE: February 06, 2018 BUILDING APPLICATION #: 18-10000109 BUILDING PERMIT NUMBER: 18-10000109 UNIT ADDRESS: SALTMARSH LOOP 3956 17-20-31-502-0000-0420 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: Park Square Enterprises LLC ADDRESS: 5200 Vineland Road, Suite 200 ORLANDO FL 32811 LAND USE: Wyndham Preserve TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 3956 SALTMARSH LOOP/ WYNDHAM PRESERVE LOT 42 SFR DETACHED FEE BENEFIT RATE UNIT CALL UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Single Family ROADS -COLLECTORS Housing 705.00 1.000 dwl unit 705.00 N/A Single Family Housing 00 1.000 dwl unit FIRE RESCUE N/A 00 LIBRARY CO -WIDE ORD 00 Single Family SCHOOLS Housin 54.00 1.000 dwl unit 54.00 Single Family CO -WIDE ORD Housing 5,000.00 1.000 dwl unit 5,000.00PARKSN/A LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 5,759:00 PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRERESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PE IT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE DATE ABOVE, BUT NO LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THE REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE, COPIES OF RULE GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, FROM THE BUSINESS OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 32771; 407-665-7356, PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT, THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT ISSUED WITHIN 60 CALENDAR DAYS FROM THE DATE ABOVE 1111111111111111111111111111111111111111 GRANT NALOYr SENINOLE COUNTY jF CIRCUIT COURT & COPIPTROLLER 8K 9114 Po 121CI (IP:5s) CLERK'S 4 2018043414 RECORDED 04/20/2018 L19-57.02 All RL- C1 " 11 'DING FEES $10.00 RECORDED BY 1-idevore THIS INSTRUMENT PREPARED BY: Name: Michelle Brana Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 Permit Number: I Q r OVID Parcel ID Number: 17-20-31-502-OQ00- 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. DESCJIPTION OF PROPERTY: (Legal description of the property and street address It available) Lot Z. Wyndham Preserve Plat Book 81 / Pages 93-102 M '115aft Whisk Sanford FL 32771 2. GENERAL DESCRIPTION OF IMPROVEMENT: Construction of a new single family residence 3. OWNER INFORMATION OR LESSEE INFORMATION IF THE LESSEE CONTRACTED FOR THE IMPROVEMENT: Name and address: Park Square Enterprises LLC 5200 Vineland Rd Suite 200 Orlando FL 32811 Interest in property: Fee Simple Fee Simple Title Holder (if other than owner listed above) Name: Address: 4. CONTRACTOR: Name: Park Square Homes Phone Number: - 407-529-3000 Address: 5200 Vineland Road Suite 200 Orlando, Florida 32811 5. SURETY (If applicable, a copy of the payment bond Is attached): Name: N/A Address: N/A Amount of Bond: N/A 6. LENDER: Name: Fifth Third Bank Phone Number: Address: 5050 Kingsley Dr. MID: 1MOC3J Cincinnati, OH 45227 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713. 13(1)(a)7., Florida Statutes. Name: Phone Number: Address: 8. In addition, Owner designates of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. Phone number: 9. Expiration Date of Notice of Commencement (The expiration is 1 year from date of recording unless a different date is specified) WARNINQ TQ OWN_O,- ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, 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. J11 T— Signaureof Owner or Lessee, or Owner's or Lessee's Authorized Officer/ Director/Pariner/Manager) Vishaal Gupta, Executive Vice President Print Name and Provide Signatory's Title/Office) State of County of &QAn,& IL j% The foregoingInstrumentwasacknowledgedbeforemethisIlkdayof .20 by V; a) 6s -. Who Is personally known to me VOR Name of person making statement who has produced identification 0 type of Identification produced: 1a4Q -A4 V-NotarySilhature C, S BY A P R 0' 2" U Project Name: Lot 042 Sundance A LHG Loft - N Builder Name: One Stop Cooling and Heating Street: 3956 Saltmarsh Loop Permit Office: itilanfo it 9 2City, State, Zip: Sanford , FL , Permit Numbed Owner: Park Square Homes Jurisdiction: 691500 Design Location: FL, Orlando Coul Seminole (Florida Climate Zone 1 New construction or existing New (From Plans) 9. Wall Types (2335.7 sqft,) Insulation ....... .... rea 2. Single family or multiple family Single-family a. Frame - Wood-, Exterior R=1 1.0 1197.00 ft2 3, Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=1 1.0 252.00 ft2 10, Ceiling Types (1054.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1054,00 ft2 6. Conditioned floor area above grade (ft2) 1730 b, N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 7. Windows(181.0 sqft.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 346 Area Weighted Average Overhang Depth: 3.475 ft. Area Weighted Average SHGC: 0.233 14. Hot water systems a. Electric Cap: 50 gallons 8. Flool (1730.0 scift.) Insulation Area EF: 0,900 a. Slab-Ol Edge Insulation R=0.0 756.00 112 b. Conservation features b. Floor Over Other Space R=0.0 676.00 ft2 None c. other (see details) R. 298.00 ft2 15. Credits Pstat Glass/Floor Area: 0,105 Total Proposed Modified Loads: 54.31 PASSTotalBaselineLoads: 55.98 I hereby certify that the plans and specifications covered by Review of the plans and RE S T4 3", this calculation are in compliance with the Florida Energy specifications covered by this Code. Bojan Digitally signed by Bojan calculation indicates compliance with the Florida Energy Code. PREPARED BY: -Paukovic Before construction is completed W DATE: this building will be inspected for compliance with Section 553.908 5 I hereby certify that this buiIdjng,,as-d6e_s`f4nl is in compliance Florida Statutes. with the Florida Energy C Ob IN'E'V OWNER/AGEN BUILDING OFFICIAL: Compliance requires certification bythe air handier unit manufacturer that the air handler enclosure qualifies aa certified factory -sealed inaccordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage nugreater than 7.V0ACH5V(R4V2.4.1.3). Compliance with oproposed duct leakage Onrequires aDuct Leakage Test Report confirming duct leakage tnoutdoors, tested in accordance with ANSI/ RESNET/ICC 380, is not greater than 0.030 On for whole house. 1/25/201810:47mw energyaaluSA pmReunu17Section R*oa.4.1Compliant Software page Iws i i FEB 2018 its CITY OF A••D BUILDING & FIRE • ` PERMITEVENTIONAPPLICATION Application No: / __ Documented Construction Value: S '{3 q 'q Z z•CIO Job Address: 3956 Saltmarsh Loop, Sanford 32771 (Wyndham Preserve Lot 42) Historic District: Yes No Parcel ID: 17-20-31-502-0000-0420 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 Phone:407-529-3135 Fax: Name Street: City, State Zip: Property Owner Information Phone: Title: Permitting Manager Resident of property? : No Contractor Information Name Park Square Homes/ Vishaal Gupta Phone: 407-529-3000 Street: 5200 Vineland Rd Suite 200 Fax: 407-529-3001 City, State Zip: Orlando, FL 32811 State License No.: CRC1330351 Arch. 1 MJS Nome Designs Architect/Engineer Information Name: Eng. / Don Bolden Eng. Phone: Arch./ 250 N. Wymore Rd. Suite B Winter Park FL 32789 Street: Ena./ 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 ]'HE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5f6 Edition (2014) Florida Building Code Revised:June 30,2015 permit Application E 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 10- verinnental 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 pert -nit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/.Agent Date Vishaal Gupta Print Owner/Agent's Name Signiture of ey P MICHELLE PARKISCIN Notary Public - State of Florida Commission # GG 157861 My Comm, Expires Nov 5. 2021 Bonded throto Nallonal Notary Assn, Owner/Agent Ts' -767rjn—a7y Produced ID Type of ID 14 1 14it Signature ofContractor/Agent Date Vishaal Gupta Print Contrktor/Agents\Nanie IP gnature Of Nota ta`fe-,-,oT,I,,-Jor-jcra MICHELLE PARKISON Notary Public - State of Florida dCommission # GG 15 7861 GWesNov5 , 2021 i' 14,i MY Comm. Expires Nov 5, 2021 sJuNud ( hW4 N8000W Nutoty Atein ORO Contractor/ Agent is I Personally Known to Me or Produced ID — Type of ID BELOW IS FOR OFFICE USE ONLY gF\ 7 Gas [] Roof PermitsRequired: Building [5 Plurnbin ElectricalMechanical z LA Construction Type: Occupancy Use: a 2 Flood Zone: Total Sq Ft of Bldg: C-'- Min. Occupancy Load: (2— # of Stories: 2- N71CAU (U 2 Z l New Construction: Electric - # of Amps '2,4, _ Plumbing - # of Fixtures Q Fire Sprinkler Permit: Yes[] No 4 of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: 7-Z- FIRE: COMMENTS: Ok to construct single family home with setbacks and impervious area shown on plan. -7-,9 , Z '/. g,,p Fire Alarm Permit: YesFJ No LX WASTE WATER: BUILDING: ! e 3'M'/3 Revised June 30,2015 Permit Application City of Sanford Planning and Development Services 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: mparkisonPparksquarehomes.com Property Address: 3956 Saltmarsh Loop Property Owner: Park Square Enterprises, LLC Parcel identification Number: 17-20-31-502-0000-0420 Phone Number: 407-529-3000 Email: The reason for the flood plain determination is: W New structure Existing Structure (pre-2007 FIRM adoption) El 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) 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: F-1 The parcel is in the: F-1 floodplain F-1 floodway E] A portion of the parcel is in the: 0 floodplain 0 floodway FE-1 The parcel is not in the: W floodplain ]floodway The structure is in the: 0 floodplain F-1 floodway The structure is not in the: F-I floodplain E] floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 18-892 Reviewed by: Michael Cash, CFM Date: February 28, 2018 p i I 1i I til"OR%lb. 1877--4 www.sanfordfl.gov Application for Paved Driveway, Sidewalk or Walkway Including Right -of -Way Use Landscaping in Right -of -Way 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 Know. whaes below. size and location of the existing right—of-way and use shall be provided or application could be delayed. Call before you dig, 1. Project Location/Add ress: (V 9 01-\- uzoc) 2. Proposed Activity: Driveway Walkway Other: 3, Schedule of Work: Start Date Completion Date Emergency Repairs zL Brief Description of Work: Construction of new driveway for new single family residence This application is submitted by: Proignatpertyur0Print Name: 77' VishaalGupta Se: 4&_ Address: 5200 Vineland Rd Suite 200 Orlando, FL 32811 Phone: (407) 529-3135 Fax: Email: mparkison@parksquarehomes,com Date: Maintenance Responsibilities/ Indemnification The Requestor, and his successors and assigns, shall be responsible for perpetual maintenance of the improvement installed under this Agreement. This shall include maintenance of the improvement and unpaved portion of right-of-way adjacent thereto. Requestor may, with written City authorization, remove said installation/improvement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary. file a lien on the Requestor's 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 I agree to its terms. Signature "U Z Date: This permit shall be posted on the site during construction. Please call 407.688.5080 24 hours in advance to schedule a pre -pour inspection. Pre -pour Inspection by: Date: Official Use Only Application No: Fee: Date: Reviewed: Public Works Date: Utilities Date: Approved: Engineering Date: Site Inspected by: Date: Special Permit Conditions: November 2015 ROW Use Dnveway rdf LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: —c^;k, I -A • Z I hereby name and appoint an agent of: David Mercer Park Square Homes Name ofCompany) 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): El The specific permit and application for work located at: Street A dre,,) Expiration Date for This Limited Power of Attorney: /a • I - C) Lu -- License Holder Name: Vishaal Gupta State License Number: CRC1330351 Signature of License Holder: STATE OF FLORIDA COUNTY OF Orange The foregoing instrument was acknowledged before me this I 'I day of Ykja—' 20q__, by Vishaal Gupta who is Xpersonally known to me or o who has produced identification and who did (did not) take anpo-th.-- Notary Sea]) 0-r Cie Print or type name PY MICHELLE PARKISON Ab ------- Notary Public -State of Q, Commission No. Q kc=A--j INotaryPublic — State of Florida 1578615786 1Commission # GG 157861 0 Commission Expires: 'AC" -;I- IMyCoiNov2alytvlyComm. Expires Nov 5, 2021 Bo'dw Inrough NntlDnal Not Assn, siv s", Not A] Rev. 08.12) as 0% THIS INSTRUMENT PREPARED BY AND UPON RECORDING, PLEASE RETURN TO: R. Travis Retz, Esq. tGODBOLD ' DOWNING, BILL & RENTZ, PA 222 Comstock Avenue, Suite 101 Winter Park, FL 32789 11111 11 1111 11 11 GRANT NALOY, SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER8K9113*7 Pgs — (4P:js) VCLER T201'7121544 RECORDED 12/j)1/2017 1-12:45:511 PN DEED DOC TAX $5,376.F10 RECORDING FEES $3.5.51) RECORDED t-Y hdevore SPACE ABOVE THIS LfNE FOR RECORDING DATA SPECIAL WARRANTY DEED 0 THIS SPECIAL WARRANTY DEED is made and entered into as of the 29 k day of November, 2017, by and between SSON 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` erean", the terms "Grantor" and "Grantee" shall be deemed to include all the WpartiestothisSpeqj' arranty 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 vide versa, where the context so permits. I T NE S S E T H: THAT, for and in considerationthe sum of Ten and No/100 Dollars ($10.00) and other good and valuable considerations, the"receipt and sufficiency of which is acknowledged by 4, Grantor, Grantor hereby grants, bargains, sells',,','pnvevs 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 articularly described as follows: F, See Exhibit "A" attached hereto and ine'4'r".p—orated herein by this reference. TOGETHER WITH all the tenements, hereditaments ands F p urtenances thereto belonging or in any way appertaining. TO HAVE AND TO HOLD the same unto Grantee in fee simple, forever. AND Grantor hereby fully warrants the title to the Real Property and will defend the same against the lawful claims of all persons claiming by, through or under the Grantor, but not otherwise; the foregoing subject to, real estate taxes or assessments for 2018 and the matters set forth on Exhibit "B" attached hereto and incorporated herein by this reference, all of which, by reference hereto, shall not serve to reimpose same. Book9033/ Page5 CFN#2017121544 Page 1 of 4 IN WITNESS WHEREOF, Grantor has caused this Special Warranty Deed to be executed as of the day and year first above written. Signed, Sealed and Delivered in the Presence of: Print Name: 09, Print Name:S" cr STATE OF FLORIDA NT('--rCOUNTYOrORANGE BRISSON INVESTMENTS LLC, a Florida limited liability company By: Robert Z iss A - Representative The foregoing instrument was acknowledged" fore me this day of November, 1-11 Al 2017, by Robert Zlatkiss, as Authorized Representatiye"of--'BE*I§si In t t LLC, a Florida limited liability company, on behalf of said entity. He is"41cir§orially known to me has produced as I AN" Notary - PublicrSdti((" lot -ri-Ca ,9, F Seal) Book9033/Page6 CFN#2017121544 Page 2 of 4 M Mzj.>'W' Lots 19, 20, 21, 42, 43, 73, 74, 75, 76, 133, 134, 135, 148 and 178, Wyndham Preserve according to the Plat thereof as recorded in Plat Book 8 1, Page 9-3 ), Public Records of Seminole County, Florida. 41 Book9033/Page7 CFN#2017121544 Page 3 of 4 0 7. m= Annexation Ordinance recorded October 13, 2005 in Book 5950, Page 1143. 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. 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. Provisions ofWharn Preserve, recorded in Plat Book 81, Pages 93 through 102' inclusive. Declaration and Dedicai0 ' of Avigation Easement and Related Covenant and Agreements recorded May t77 2017 in Book 8916, Page 1019. N'p Declaration of Covenants, Con itions, Easements and Restrictions for Wyndham Preserve recorded July 5, 2017 in Book 8947, Page 158. Memorandum of Post Closing Book 8965, Page 159. Zoning, ordinances and/or restrictions and prohi Authorities. August 3, 2017 in Official Records by governmental Book9033/Page8 CFN#2017121544 Page 4 of 4 I a groin I -A 01 fa km 11 are I M&IJULIM MY-ITITA7,09,70 Permit # BUILDING PERMIT Min Max Inspection Description 10 Form board / Foundation Survey 10 Slab / Mono Slab Prepour 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 4 I A v Address: ELECTRICAL PERMIT Min Max Inspection Description 10 Underground Electric 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final N —I'a "0 02MaMm., Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final L MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 FORM R405-2017 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 042 Sundance A LHG Loft - N Builder Name: One Stop Cooling and Heating Street: 3956 Saltmarsh Loop Permit Office: itilanfortCity, State, Zip: Sanford , FL , Permit Numbew Owner: Park Square Homes Jurisdiction: 691500 Design Location: FL, Orlando County:: Seminole (Florida Climate Zone 1. New construction or existing New (From Plans) 9. Wall Types (2335,7 sqft.) Insulation Area 2. Single family or multiple family Single-family a. Frame - Wood, Exterior R=1 1.0 1191.00 ft2 b. Concrete Block - Int Insul, Exterior R=4.1 886.67 ft2 3. Number of units, if multiple family 1 c. Frame - Wood, Adjacent R=1 1.0 252.00 ft2 4. Number of Bedrooms 3 d. N/A R= ft2 10. Ceiling Types (1054.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=30.0 1054.00 ft2 6. Conditioned floor area above grade (ft2) 1730 lo. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(181.0 scift.) Description Area a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 346 a. LI-Factor: Dbl, U=0.55 105.00 ft- 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 34.8 SEER:1 6.00 a U-Factor: Dbl, U=0.54 12.00 ft2 SHGC: SHGC=0.25 13. Heating systems kBtu/hr Efficiency d. U-Factor. N/A ft2 a. Electric Heat Pump 310 HSPF:9,00 SHGC: Area Weighted Average Overhang Depth: 1475 ft. Area Weighted Average SHGC: 0.233 14, Hot water systems a. Electric Cap: 50 gallons 8. Floor Types (1730.0 sqft.) Insulation Area EF: 0.900 a. Slab -On -Grade Edge Insulation R=O.O 756.00 ft2 b. Conservation features b. Floor Over Other Space R=0.0 676.00 ft2 None c, other (see details) R= 298.00 ft2 15. Credits Pstat Total Proposed Modified Loads: 54.31 Glass/Floor Area: 0.105 Total Baseline Loads: 55.98 PAOO I hereby certify that the plans and specifications covered by Review of the plans and '& this calculation are in compliance with the Florida Energy specifications covered by this IV0 Digitally signed by BojanCode. calculation indicates complianceBojanPaukovic Date: 2018.01.25 10:48:45 with the Florida Energy Code. PREPARED BY: PaUkovic Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 I hereby certify that this buildin,,as- 7esid, is in compliance Florida Statutes. Energy C 91 with the Florida Ener _ t_ " 1 OWNER/AGEN BUILDING OFFICIAL: DATE: Z8--- DATE: Compliance requires certification by the air handier unit manufacturer that the air handier enclosure qualifies as certified factory -sealed in accordance with R403.3.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with ANSI/RESNET/ICC 380, is not greater than 0.030 On for whole house. 1/25'2018 10:47 AM EnergyGaugeS USA - FlaRes2017 Section R405.4.1 Compliant Software Page 1 of 5 PROJECT Title: Lot 042 Sundance A LHG Left Bedrooms: 3 Address Type: Lot Information Building Type: User Conditioned Area: 41730 Lot # 42 Owner Name: Park Square Homes Total Stories: 2 Block/Subdivision: WYNDHAM PRESERV of Units: 1 Worst Case: No PlatBook: Builder Name: One Stop Cooling and Heatin Rotate Angle: 0 Street: 3956 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 Tomb 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 Blockl 1730 15796,8 SPACES Number Name Area VoIume Kitchen Occupants Bedrooms Infil ID Finished Cooled Heated-, 1 1 st Floor 756 7030.8 Yes 0 1 Yes Yes Yes 2 2nd Floor 974 8766 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 ---- ---- 110 ft2 11 0,29 0 0.71 2 Floor over Garage 2nd Floor ---- ---- 188 ft2 11 0.29 0 0.71 3 Slab -On -Grade Edge Insulatio 1st Floor 95 ft 0 756 ft2 0.29 0 0.71 4 Floor Over Other Space 2nd Floor ---- ---- 676 ft2 0 0.29 0 0.71 ROOF Roof Sable Roof Solar SA Emitt Emitt Deck Pitch V # Type Materials Area Area Color Absor, Tested Tested Insul. deg) 1 Hip Composition shingles 1179 ft2 0 1,12 Dark 0.9 N 0.9 No 0 26.6 ATTIC V# IRCCTypeVentilationVentRatio (I in) Area RBS I Full attic Vented 300 1054 ft2 IN N 1 /25/2018 10:47 AM EnergyGauge®R USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 5 FORM R405-2017 CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type I Under Attic (Vented) 1st Floor 30 Blown 1054 ft2 0.1 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space ALea,-R--ALaiva--Erar-tion--Abs-ar--Grade3- 1 N Exterior Frame - Wood 2nd Floor 11 30 0 9 0 270.0 ft2 0 125 0.8 C 2 N Exterior Concrete Block - Int Insul 1 st Floor 4.1 9 6 9 4 88.7 ft2 0 0 0.8 0 3 E Exterior Frame - Wood 2nd Floor 11 36 6 9 0 328.5 ft2 0 0.25 0,8 0 4 E Exterior Concrete Block - Int Insul 1st Floor 4.1 24 6 9 4 228.7 ft2 0 0 0.8 0 5 S Exterior Frame - Wood 2nd Floor 11 30 0 9 0 270.0 ft2 0 0.25 0.8 0 6 S Exterior Concrete Block - Int Insul I st Floor 4.1 30 0 9 4 280.0 ft2 0 0 0.8 0 7 W Exterior Frame - Wood 2nd Floor 11 36 6 9 0 328.5 ft2 0 0.25 0.8 0 8 W Exterior Concrete Block - Int Insul 1 st Floor 4.1 31 0 9 4 289.3 ft2 0 0 0.8 0 9 Garage Frame - Wood 1 st Floor 11 27 0 9 4 252.0 ft2 0 0,25 0,8 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In N Insulated 1 st Floor None 39 3 8 24 ft2 2 Wood is, Floor None 39 2 8 8 21.3 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang V# Ornt ID Frame Panes NFRC U-Factor SHGC Imp Area Depth Separation Int Shade Screening 1 n 1 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 1 ft 0 in 1 ft 0 in Drapes"blinds None 2 E 3 Metal Low-E Double Yes 0.55 0.22 N 15.0 ft2 1 ft 0 in 1 ft0in Drapes/blinds None 3 E 3 Metal Low-E Double Yes 0.54 0.25 N 4,0 ft2 1 it 0 in 1 it 0 in Drapes/blinds None 4 s 5 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 1 It 0 in 1 ft 0 in Drapes/blinds None 5 s 6 Metal Low-E Double Yes 0.55 0.22 N 30.0 ft2 1 ft 0 in 12 ft 0 in Drapes/blinds None 6 S 6 Metal Low-E Double Yes 0.58 0.25 N 64,0 ft' 8 it 0 in 1 ft 0 in None None 7 W 7 Metal Low-E Double Yes 0.54 0.25 N 4.0 f12 1 ft 0 in 1 ft 0 in Drapes/blinds None 8 W 8 Metal Low-E Double Yes 0.54 0.25 N 4.0 ft' 1 ft 0 in 12 ft 0 in Drapes/blinds None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 439 ft2 439 ft2 64 ft 9.3 It 1 1 /25/20'l 8 10:47 AM EnergyGaugeCPv USA - FlaRes2017 Section R405.4.1 Compliant Software Page 3 of 5 FORM R405-:2017 INFILTRATION Scope Method SLA CFM 50 EL A EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) 000406 1843 V101.18 190.28 .365 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump/ Split HSPF:9 33 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit/ Split SEER, 16 34.8 kBtu/hr 1044 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 Collector Storage Cel # Company Name System Model # Collector Model # Area Volume FEF None None ft2 DUCTS Supply ---- Return --- Air CFM 25 OFM25 HVAC # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 346 ft2 Attic 86.5 ft2 Prop. Leak Free 2nd Floor --- cfm 51.9 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Coolin j j Jan Feb Mar Apr May Jun Jul Aug Se j4 Oet No Dec Heating Jan EX Feb EX Mar nl Apr May 4 Jun Jul Aug Sep jXj Oct HN.' v Oec4;<] Ventin j Jan ( FebMar Apr Ma ( Jun Jul [ Au Se X] E Oct Nov Dec 1/25/2018 1C:47 AM EnergyGauge05 USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 5 FORM R405-20- 7 Thermostat Schedule: HERS 2006 Reference Schedule Type 2 Cooling (WD) AM 78 78 PM 80 80 Cooling (WEH) AM 78 78 PM 78 78 Heating (WD) AM 66 66 PM 68 68 Heating (WEH) AM 66 66 PM 68 68 ours 3 4 5 6 7 8 9 10 11 12 78 78 78 78 78 78 80 80 80 80 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 78 66 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 66 66 66 66 66 68 68 68 68 68 68 68 68 68 68 68 68 68 68 68 66 66 1/25,'2018 110:47 AM EnergyGaugeS USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 5 Ira, US *td1*1Tff1TV4Kt1L 1 1 [Jill ADDRESS: 3956 Saltmarsh Loop Permit Number: Sanford , FL , MANDATORY REQUIREMENTS See individual code sections for full details. 14441111 "it, MADI 111:11R-7-A R401.3 Energy Performance Level (EPL) display card (Mandatory). The building official shall require that an energy performance level (EPL) display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy. Florida law Section 553.9085, Florida Statutes) requires the EPL display card to be included as an addendum to each sales contract for both presold and nonpresold residential buildings. The EPL display card contains information indicating the energy performance level and efficiencies of components installed in a dwelling unit. The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans and specifications submitted to demonstrate code compliance for the building. A copy of the EPL display card can be found in Appendix RD. R402.4 Air leakage (Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of Sections R402.4.1 through R402,4.5. Exception: Dwelling units of R-2 Occupancies and multiple attached single family dwellings shall be permitted to comply with Section C402.5. R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2. The sealing methods between dissimilar materials shall allow for differential expansion and contraction. R402.4.1.1 Instal lati on.The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in accordance with the manufacturer's instructions and the criteria listed in Table R402.4,1.1, as applicable to the method of construction. Where required by the code official, an approved third party shall inspect all components and verify compliance. R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate not exceeding seven air changes per hour in Climate Zones 1 and 2, and three air changes per hour in Climate Zones 3 through 8. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.1 05(3)(f), (g) or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Exception: Testing is not required for additions, alterations, renovations, or repairs, of the building thermal envelope of existing buildings in which the new construction is less than 85 percent of the building thermal envelope. During testing: Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors, and outdoor combustion air. Where using tight -fitting doors on factory -built fireplaces listed and labeled in accordance with UL 127, the doors shall be tested and listed for the fireplace. Where using tight -fitting doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907. R402.4.3 Fenestration air 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 L/s/m2), and swinging doors no more than 0.5 cfm per square foot (2.6 LJs/m2), when tested according to NFRC 400 or AAMA/ WDMA/CSA 101 /l.S.2/A440 by an accredited, independent laboratory and listed and labeled by the manufacturer. Exception: Site -built windows, skylights and doors. 11:25/2018 10:47 AM EnergyGauge®R USA - FlaRes2017 - FFC 6th Edition (2017) Complia Page 1 of 5 R402.4.4 Rooms containing fuel -burning appliances. In Climate Zones 3 through 8, where open combustion air ducts provide combustion air to open combustion fuel burning appliances, the appliances and combustion air opening shall be located outside the building thermal envelope or enclosed in a room, isolated from inside the thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope requirements of Table R402.1.2, where the walls, floors and ceilings shall meet not less than the basement wall R-value requirement. The door into the room shall be fully gasketed and any water lines and ducts in the room insulated in accordance with Section R403. The combustion air duct shall be insulated where it passes through conditioned space to a minimum of R-8. Exceptions: Direct vent appliances with both intake and exhaust pipes installed continuous to the outside. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the Florida Building Code, Residential. R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage between conditioned and unconditioned spaces. All recessed luminaires shall be IC -rated and labeled as having an air leakage rate not more than 2.0 cfm (0,944 L/s) when tested in accordance with ASTM E283 at a 1.57 lost (75 Pa) pressure differential. All recessed luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering, R403.1 Controls. R403.1.1 Thermostat provision (Mandatory). At least one thermostat shall be provided for each separate heating and cooling system. R403.1.3 Heat pump supplementary heat (Mandatory). Heat pumps having supplementary electric -resistance heat shall have controls that, except during defrost, prevent supplemental heat operation when the heat pump compressor can meet the heating load. R403.3.2 Sealing (Mandatory) All ducts, air handlers, filter boxes and building cavities that form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section C403.2.9.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria below. Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC 380 by either individuals as defined in Section 553.993(5) or 7), Florida Statutes, or individuals licensed as set forth in Section 489.1 05(3)(f), (g) or (i), Florida Statutes, to be "substantially leak free" in accordance with Section R403.3.3, R403.3.2.1 Sealed air handier. Air handlers shall have a manufacturer's designation for an air leakage of no more than 2 percent of the design airflow rate when tested in accordance with ASHRAE 193. R403.3.3 Duct testing (Mandatory). Ducts shall be pressure tested to determine air leakage by one of the following methods: Rough -in test: Total leakage shall be measured with a pressure differential of 0.1 inch w,g. (25 Pa) across the system, including the manufacturer's air handier enclosure if installed at the time of the test. All registers shall be taped or otherwise sealed during the test. 2. Postconstruction test: Total leakage shall be measured with a pressure differential of 0.1 inch w.g. (25 Pa) across the entire system, including the manufacturer's air handler enclosure. Registers shall be taped or otherwise sealed during the test. Exceptions: A duct air leakage test shall not be required where the ducts and air handlers are located entirely within the building thermal envelope. 2. Duct testing is not mandatory for buildings complying by Section 405 of this code. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. R403.3.5 Building cavities (Mandatory). Building framing cavities shall not be used as ducts or plenums. R403.4 Mechanical system piping insulation (Mandatory). Mechanical system piping capable of carrying fluids above 105°F (41 1C) or below 550F (1 31C) shall be insulated to a minimum of R-3. R403.4.1 Protection of piping insulation. Piping insulation exposed to weather shall be protected from damage, including that caused by sunlight, moisture, equipment maintenance and wind, and shall provide shielding from solar radiation that can cause degradation of the material. Adhesive tape shall not be permitted. R403.5.1 Heated water circulation and temperature maintenance systems (Mandatory). Heated water circulation systems shall be in accordance with Section R403.5.1 .1. Heat trace temperature maintenance systems shall be in accordance with Section R403.5.1.2. Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. R403.5.1.1 Circulation systems. Heated water circulation systems shall be provided with a circulation pump. The system return pipe shall be a dedicated return pipe or a cold water supply pipe. Gravity and thermosiphon circulation systems shall be prohibited. Controls for circulating hot water system pumps shall star, the pump based on the identification of a demand for hot water within the occupancy. The controls shall automatically turn off the pump when the water in the circulation loop is at the desired temperature and when there is no demand for hot water. R403.5.1.2 Heat trace systems. Electric heat trace systems shall comply with IEEE 515.1 or UL 515. Controls for such systems shall automatically adjust the energy input to the heat tracing to maintain the desired water temperature in the piping in accordance with the times when heated water is used in the occupancy. 1/25/2018 10:47 AM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complian Page 2 of 5 R403.5.5 Heat traps (Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have heat traps installed on both the inlets and outlets. External heat traps shall consist of either a commercially available heat trap or a downward and upward bend of at least 3 `/2 inches (89 mm) in the hot water distribution line and cold water line located as close as possible to the storage tank. R403.5.6 Water heater efficiencies (Mandatory). R403.5.6.1.1 Automatic controls. Service water -heating systems shall be equipped with automatic temperature controls capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use. The minimum temperature setting range shall be from 1 00'F to 140°F (38°C to 601C). R403.5.6.1.2 Shut down. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied to electric service systems to be turned off. A separate valve shall be provided to permit the energy supplied to the main burner(s) of combustion types of service water -heating systems to be turned off. R403.5.6.2 Water -heating equipment. Water -heating equipment installed in residential units shall meet the minimum efficiencies of Table C404,2 in Chapter 4 of the Florida Building Code, Energy Conservation, Commercial Provisions. for the type of equipment installed. Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water -heating category. Solar water heaters shall meet the criteria of Section R403.5.6.2.1. R403.5.6.2.1 Solar water -heating systems. Solar systems for domestic hot water production are rated by the annual solar energy factor of the system. The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of Certified Solar Systems. Solar collectors shall be tested in accordance with ISO Standard 9806, Test Methods for Solar Collectors, and SRCC Standard TM-1, Solar Domestic Hot Water System and Component Test Protocol. Collectors in installed solar water -heating systems should meet the following criteria: 1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal: and 2. Be installed at an orientation within 45 degrees of 'rue south. R403.6 Mechanical ventilation (Mandatory). The building shall be provided with ventilation that meets the requirements of the Florida Building Code, Residential, or Florida Building Code, Mechanical, as applicable, or with other approved means of ventilation including: Natural, Infiltration or Mechanical means. Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating. R403.6.1 Whole -house mechanical ventilation system fan efficacy. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. Exception: Where whole -house mechanical ventilation fans are integral to tested and listed HVAC equipment, they shall be powered by an electronically commutated motor. R403.6.2 Ventilation air. When installed to function as a whole -house mechanical ventilation system, fans shall meet the efficacy requirements of Table R403.6.1. 1. The design air change per hour minimums for residential buildings in ASHRAE 62.2, Ventilation for Acceptable Indoor Air Quality, shall be the maximum rates allowed for residential applications. No ventilation or air-conditioning system make-up air shall be provided to conditioned space from attics, crawlspaces, attached enclosed garages or outdoor spaces adjacent to swimming pools or spas. 3. If ventilation air is drawn from enclosed space(s), then the walls of the space(s) from which air is drawn shall be insulated to a minimum of R-1 1 and the ceiling shall be insulated to a minimum of R-19, space permitting, or R-1 0 otherwise. R403.7 Heating and cooling equipment (Mandatory). R403.7.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies, based on building loads for the directional orientation of the building. The manufacturer and model number of the outdoor and indoor units (if split system) shall be submitted along with the sensible and total cooling capacities at the design conditions described in Section R302.1. This Code does not allow designer safety factors, provisions for future expansion or other factors that affect equipment sizing. System sizing calculations shall not include loads created by local intermittent mechanical ventilation such as standard kitchen and bathroom exhaust systems. New or replacement heating and cooling equipment shall have an efficiency rating equal to or greater than the minimum required by federal law for the geographic location where the equipment is installed. TABLE R403.6.1 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FAN EFFICACY FAN LOCATION AIRFLOW RATE MINIMUM CFM) MINIMUM EFFICACY a CFM/WATT) AIRFLOW RATE MAXIMUI'v CFM) Range hoods Any 2.8 of m/watt Any In -line fan Any 2.8 cfm/watt Any Bathroom, utility room 10 1.4 cfm,,watt 90 Bathroom, utility room 90 2.8 cfm/watt Any For SI: ', cfm = 28.3 Llmin. a. When tested in accordance with HVI Standard 916 1/25/2018 10:47 AM EnergyGauge@ USA - FlaRes201 7 - FBC 6th Edition (2017) Complia Page 3 of 5 R403.7.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the calculated total load but not more than 1.15 times greater than the total load calculated according to the procedure selected in Section 403,7, or the closest available size provided by the manufacturer's product lines. The corresponding latent capacity of the equipment shall not be less than the calculated latent load. The published value for AHRI total capacity is a nominal, rating -test value and shall not be used for equipment sizing. Manufacturer's expanded performance data shall be used to select cooling -only equipment. This selection shall be based on the outdoor design dry-bulb temperature for the load calculation (or entering water temperature for water -source equipment), the blower CFM provided by the expanded performance data, the design value for entering wet -bulb temperature and the design value for entering dry-bulb temperature. Design values for entering wet -bulb and dry-bulb temperatures shall be for the indoor dry bulb and relative humidity used for the load calculation and shall be adjusted for return side gains if the return duct(s) is installed in an unconditioned space. Exceptions: 1 Attached single- and multiple -family residential equipment sizing may be selected so that its cooling capacity is less than the calculated total sensible load but not less than 80 percent of that load. 2. When signed and sealed by a Florida -registered engineer, in attached single- and multiple -family units, the capacity of equipment may be sized in accordance with good design practice. R403.7.1.2 Heating equipment capacity. R403.7.1.2.1 Heat pumps. Heat pump sizing shall be based on the cooling requirements as calculated according to Section R403.7.1 .1, and the heat pump total cooling capacity shall not be more than 1,15 times greater than the design cooling load even if the design heating load is 1.15 times greater than the design cooling load. R403.7.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design requirements calculated according to the procedure selected in Section R403.7.1 . R403.7.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners shall not be less than the design load calculated in accordance with Section R403.7.1. R403.7.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipmentoment capacity on an intermittent basis, such as anticipated additional loads caused by major entertainment events, shall have equipment sized or controlled to prevent continuous space cooling or heating within that space by one or more of the following options: A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas. A variable capacity system sized for optimum performance during base load periods is utilized. R403.8 Systems serving multiple dwelling units (Mandatory). Systems serving multiple dwelling units shall comply with Sections C403 and C404 of the IEGG—Commercial Provisions in lieu of Section R403. R403.9 Snow melt and ice system controls (Mandatory) Snow- and ice -melting systems, supplied through energy service to the building, shall include automatic controls capable of shutting off the system when the pavement temperature is above 50°F (1 01C), and no precipitation is falling and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F (4.81C), R403.10 Pools and permanent spa energy consumption (Mandatory). The energy consumption of pools and permanent spas shall be in accordance with Sections R403.1 0.1 through R403.1 O.5. R403.10.1 Heaters. The electric power to heaters shall be controlled by a readily accessible on -off switch that is an integral part of the heater mounted on the exterior of the heater, or external to and within 3 feet (914 mm) of the heater. Operation of such switch shall not change the setting of the heater thermostat. Such switches shall be in addition to a circuit breaker for the power to the heater. Gas -fired heaters shall not be equipped with continuously burning ignition pilots. R403.10.2 Time switches. Time switches or -other control methods that can automatically turn off and on according to a preset schedule shall be installed for heaters and pump motors. Heaters and pump motors that have built-in time switches shall be in compliance with this section. Exceptions: 1. Where public health standards require 24-hour pump operation. 2. Pumps that operate solar- and waste -heat -recovery pool heating systems. 3. Where pumps are powered exclusively from on -site renewable generation. R403.10.3 Covers. Outdoor heated swimming pools and outdoor permanent spas shall be equipped with a vapor -retardant cover on or at the water surface or a liquid cover or other means proven to reduce heat loss. Exception: Where more than 70 percent of the energy for heating, computed over an operation season, is from site -recovered energy, such as from a heat pump or solar energy source, covers or other vapor -retardant means shall not be required. R403.10.4 Gas- and oil -fired pool and spa heaters. All gas- and oil -fired pool and spa heaters shall have a minimum thermal efficiency of 82 percent for heaters manufactured on or after April 16, 2013, when tested in accordance with ANSI Z 21.56. Pool heaters fired by natural or LP gas shall not have continuously burning pilot lights. 1, 25/2018 10:47 AM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 4 of 5 R403.10.5 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance with AHRI 1160, Table 2, Standard Rating Conditions -Low Air Temperature. A test report from an independent laboratory is required to verity procedure compliance. Geothermal swimming pool heat pumps are not required to meet this standard. R403.11 Portable spas (Mandatory)he energy consumption of electric -powered portable spas shall be controlled by the requirements of APSP-14. R404.1 Lighting equipment (Mandatory). Not less than 75 percent of the lamps in permanently installed lighting fixtures shall be high -efficacy lamps or not less than 75 percent of the permanently installed lighting fixtures shall contain only high -efficacy lamps. Exception: Low -voltage lighting. R404.1.1 Lighting equipment (Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights. 1/25/2018 10:47 AM EnergyGauge@ USA - FlaRes2017 - FBC 6th Edition (2017) Complia Page 5 of 5 FORM R405-2017 ENERGY PERFORMANCE LEVEL CEPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 97 The lower the EnergyPerformance Index, the more efficient the home. 3956 Saltmarsh Loop, Sanford, FL, 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5, Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows- Description a. U-Factor: Dbl, U=0.55 SHGC: SHGC=0.22 b. U-Factor: Doi, U=0.58 SHGC: SHGC=C.25 c. U-Factor: Dbl, U=0,54 SHGC: SHGC=0.25 d. U-Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: New (From Plans) 9. Wall Types Insulation Area a. Frame - Wood, Exterior R=1 1.0 1197,00 ft2 Single-family b, Concrete Block - Int Insul, Exterior R=4.1 886.67 ft2 1 c, Frame - Wood, Adjacent R=l 1.0 252.00 ft2 3 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1054.00 ft2 1730 b. N/A R= ft2 c. N/A R= ft2 Area 11. Ducts R ft2 105.00 ft2 a. Sup: Attic, Ret: Attic, AH: 2nd Floor 6 346 64.00 ft2 12. Cooling systems kBtu/hr Efficiency 12.00 ft2 a. Central Unit 34.8 SEER:16.00 9 3.475 ft. 0.233 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 756.00 ft2 b. Floor Over Other Space R=0.0 676.00 ft2 c. other (see details) R= 298.00 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 com i ea u . ,; Z ( L,, n 2BuilderSignature. Date: 9.1q Address of New Home: City/FL Zip: kBtu/hr Efficiency 33.0 HSPF:9.00 Cap: 50 gallons EF: 0.9 11111111a W F- wl Note: This is not a Building Energy Rating. If your index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 1/25/2018 10:47 AM EnergyGaugeS USA - FlaRes2017 - Section R405.4.1 Compliant Software Page 1 of 1 TABLE 402.4.1.1 AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIP Project Name: Lot 042 Sundance A LHG Loft - N Builder Name: One Stop Cooling and Heating Street: 3956 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 AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA General A continuous air barrier shall be installed in the building envelope. Air -permeable insulation shall The exterior thermal envelope contains a continuous air barrier, not be used as a sealing material. requirements Breaks or joints in the air barrier shall be sealed. Ceiling/attic The air barrier in any dropped ceiling' 'soffit shall be aligned with The insulation in any dropped ceiling/soffit the insulation and any gaps in the air barrier shall be sealed. shall be aligned with the air barrier. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Walls The junction of the foundation and sill plate shall be sealed. Cavities within corners and headers of frame walls The junction of the top plate and the top of exterior walls shall be shall be insulated by completely filling the cavity with sealed. a material having a thermal resistance of R-3 per inch Knee walls shall be sealed. minimum. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Windows, skylights The space between window/door jambs and framing, and and doors skylights and framing shall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors The air barrier shall be installed at any exposed edge of Floor framing cavity insulation shall be installed to including insulation. maintain permanent contact with the underside of above -garage subfloor decking, or floor framing cavity insulation and cantilevered shall be permitted to be in contact with the top side floors) of sheathing, or continuous insulation installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. Crawl space walls Exposed earth in unvented crawl spaces shall be covered with Where provided instead of floor insulation, insulation a Class I vapor retarder with overlapping joints taped. shall be permanently attached to the crawlspace walls. Shafts, penetrations Duct shafts, utility penetrations, and flue shafts opening to exterior or unconditioned seace shall be sealed. Batts in narrow cavities shall be cut to fit, or narrow Narrow cavities cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spac9s. Recessed lighting Recessed light fixtures installed in the building thermal envelope Recessed light fixtures installed in the building shall be sealed to the drywall. thermal envelope shall be air tight and IC rated. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind p piog and wi[ipa Shower/tub The air barrier installed at exterior walls adjacent to showers and Exterior walls adjacent to showers and tubs shall on exterior wall tubs shall separate them from the showers and tubs. be insulated. Electrical/phone box or The air barrier shall be installed behind electrical or communication exterior walls boxes or air -sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Concealed When required to be sealed, concealed fire sprinklers shall only be sprinklers sealed in a manner that is recommended by the manufacturer. Caulking or other adhesive sealants shall not be used to fill voids a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. 11125/2018 10:47 AM EnergyGauge@ USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1 wrightsoftu Project Summary Entire House One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 PI -one: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wwwOr)eStopGooling.com License: CAC032444 Park Square Homes 3956 Saltmarsh Loop, Sanford, FL Notes: Job: Lot 042 Sunda nce A LH G L.. Date: 09/29/2017 By. LF/Ri/MC Weather: Orlando Intl AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 42 IF Outside db 92 IF Inside db 68 IF Inside db 74 IF Design TID 26 IF Design TD 18 IF Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Structure 17390 Btuh Ducts 2364 Btuh Central vent (0 cfm) 0 Btuh none) Humidification 0 Btuh Piping 0 Btuh Equipment load 19753 Btuh rim I - 00 a a I I . . Jr.-T. •-MTTTT Structure 17990 Btuh Ducts 6764 Btuh Central vent (0 cfm) 0 Btuh none) Blower 0 Btuh Use manufacturer's data n Rate/swin multiplier 0.97 Equipmen sensible load 24110 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 3142 Btuh Ducts 1381 Btuh Central vent (0 cfm) 0 Btuh Heating Cooling none) Area (fi:2) 1794 1794 Equipment latent load 4523 Btuh Volume (ft3) 16368 16368 IAirchan es/hourOF 0.50 0.26 Equipment Total Load (Sen+Lat) 28633 Btuh Equiv. (cfm) 136 71 Req. total capacity at 0.75 SHR 2.7 ton Heating Equipment Summary Cooling Equipment Summary Make Trane Make Trane Trade TRANS Trade TRANE Model 4TWR6036H1 Cond 4TWR6036HI AHRI ref 7562981 Coil TEM6AOC36H31 ++TDR AHRI ref 7562981 Efficiency 9 HSPF Efficiency 13.0 EER, 16 SEER Heating input Sensible cooling 26100 Btuh Heating output 33000 Btuh @ 47°F Latent cooling 8700 Btuh Temperature rise 0 IF Total cooling 34800 Btuh Actual air flow 0 cfm Actual air flow 1160 cfm Air flow factor 0 cfm/Btuh Air flow factor 0.047 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 = 29 IF BoWftalic values have been manually overridden Calculations approved byACCAto meet all requirements of Manual J 8th Ed. Rig ht-Sutee Unversal 201 ' 8 18.0.08 RSU1 6877 Page 1 ATEMP PRINTLot 042 Sundance A LHG Loft - N.rup Calc = MJ8 House faces: N d I I 7r wrightsoft* Fight -JCS Worksheet Entire House One Stop Cooling and Heating 7225 Sandsczwe Goy, Wlqer Park. -'1- 32792 Phone: (407i 629 - 6920 Pax: f407) 629 - 9307 Web:,mvv0r)eStopGoohrq.com Li erse: CAC032444 Job: Lot 042 Sundance A LH G Loft Date: 09/29/2017 By. LF/Rl/MC I Room name Entire House FOY 2 Exposed wall 227.5 It 5D ft 3 Room height 9.1 It d 9.3 It heaV000l 4 Room dimensions 5.5 x 16.5 It 5 Room area 1793.8 ft' 90.8 W Ty Construdon number U-vajue puftt-+ Or HTM Btujvt,2) Area (ft-1) or perimeter (ft) Load Btu h) Area (W) or perimeter (ft) Load Btuh) Heat Cool Gross NIPS Heat Cool Gross NT`/S Heat Cool V 1 2B-Osw 0,097 n 2.53 M2 329 325 822 914 0 0 C 0L-G 4B5-2fn 0.540 n 14D9 13,67 4 0 56 55 0 0 0 0 13A-4ocs 0,143 n 3.73 2.90 288 284 1061 823 0 0 0 0 4135-2frn 0.540 n 14.09 13.67 4 0 56 55 0 0 0 0 11 V 128-0sw 0.097 e 2.53 2.82 270 240 608 676 0 0 0 0 G 4A5-2om 0.550 e 14.35 27,44 30 0 431 823 0 0 0 0 VL 13A'4.. 0.143 e 3.73 2.90 84 60 223 173 47 23 84 65 11DO 0.390 e 10.18 12.27 24 24 244 294 24 24 244 294D 12B-0sw 0.097 a 2.53 2,82 329 310 784 872 0 0 0 0 T:fG 4A5-2om 0.550 s 14.35 13.54 15 13 215 203 0 0 0 0 4B5-2fm 0.540 s 14.09 1167 4 4 56 55 0 0 0 0 W 13A-flocs 0.143 s 3.73 2.90 228 228 850 660 0 0 0 0 12B-0sw 0,097 w 2.53 2.82 270 240 608 676 0 0 0 0 G 4A5-2om 0,550 w 14,35 27.44 30 0 431 823 0 0 0 0 13A-flocs 0143 w 3.73 2.90 279 185 690 536 0 0 0 0 4A5-2om 0.550 w 14.35 27.44 30 0 431 823 0 0 0 0 4A5-2omd 0.580 w 15.14 21." 64 45 969 1372 0 0 0 0 R L-D 12C-Osw 0.091 238 1.51 256 234 557 353 33 33 77 49 11DO 0.390 n 10A8 1227 21 21 217 262 a 0 0 0 C 16B-30ad 0.032 0.84 1.76 1046 1046 873 1838 0 0 0 0 F I 9A-Obscp 0,295 2-89 204 108 108 312 220 0 0 0 0 F 1 9C - 1 9cscp 0.049 0.44 0.31 189 189 84 59 0 0 0 0 F 22A-Ipm 1.180 30.80 0.00 748 95 2910 0 91 5 154 0 6 c) AED excursion 1372 17 Envelope los&gain 13488 13939 560 392 12 a) Infiltration 3901 1430 87 32 b) Room ventilation - 0 0 0 0 13 Internal gains: Occupants @ 230 4 920 0 0 Appliances/other 1700 1 0 Subtotal (lines 6 to 13) 17390 17990 647 424 Less external load 0 0 0 0 Less transter 0 0 C 0 Redistribution 0 0 647 424 14 Subtotal 17390 17990 0 0 15 Duct loads I 14%l 38%1 2364 6764 14% 43%1 0 0 Total room load 19753 24754 0 0 Air required (cfm) 0 1160 01 0 Calculations approved by ACCA to meet all requirements of Manual J8th Ed. 2018-Jan-25 10:44.42 Right -Suited Unve rsal 2018 18.0.08 RS U 16877 Page 1 TEMP PRIN PLot042 SundanceA LHG Loft- N.rup Calc=MJ8 House faces: N 7- wrightsoft, Right-J@ Worksheet Entire House One Stop Cooling and Heating 7225 Sardsoove GoLr., Wirber Park, FL 32792 Phone: {407'1 629 - 6920 Fax (407) 629 - 9307 Web wvuwCw)eStopCooIirg.com Liwrtse: CAC032444 Job: Lot G42 Sundance A LHG Loft Date: 09/29/2017 1 Room name GATH STRI 2 Exposed wall 37.0 ft 225 it 3 Room height 93 It heat/cool 93 If heaticool 4 Room dimensions 1.0 x 2313 If 4D x 18.5 it 5 Room area 231,3 [12 74.0 IF Ty Construction U-value Or HTM Area (fl[2) Load Area (ft2) Load number Btuftft2-1F) Btuhl(9) or perimeter (ft) Btuh) or perimeter (ft) B h) HeatHeatCoolGross - N/p/S Heat : L:C:-, Gross NIPS 7 Cool 6 yJ 12B-Osw 4135-2fm 13A-flocs 0.097 0,540 0.143 n n n 2.53 14.09 3.73 232 13.67 2.90 0 0 116 0 0 116 O 0 4341 0 0 337 0 0 172 0 0 168 0 0 627 0 0 487w 11 4B5-2fm 12B-Osw 0.540 0.097 n e 14,09 2,53 13,67 282 0 0 0 0 0 0 0 0 4 0 0 0 56 0 55 0w L-----G 4A5-2om 13A-flocs 11 DO Q550 0143 0.390 e e e 14,35 3.73 10.18 27.44 2.90 12.27 0 0 0 0 0 0 0 0 0 0 0 0 0 37 0 0 37 0 C 139 0 0 108 0 w L-D T--JG3 12B-0,9N 4A5-2om 0.097 0-150 s s 2.53 14,35 232 13.54 0 0 0 0 a 0 0 0 0 0 0 0 0 0 0 0 W w 4B5-2tm 13A-does 12B-Osw 0,540 0.143 0.097 s s w 14.09 3.73 2.53 13,67 2.90 2.82 0 74 0 0 74 0 0 278 0 0 215 0 0 0 0 0 0 0 0 0 0 0 0 0 L---G w 4A5-2om 13A-flocs 4A5-2om 0.550 0.143 0.550 w w w 1435 3.73 1435 27,44 2.90 27.44 0 153 30 0 123 0 0 461 431 0 357 823 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2omd 0.580 w 15.14 21.44 0 0 0 0 0 0 0 0 P. 12C-0,9N 0'091 2,38 1,51 0 0 0 0 0 0 0 0 L-D 11DO 1613-30ad 0.390 0.032 n 10.18 0.84 12.27 1,76 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0C F 19A-Obscp 0295 2.89 2.04 0 0 0 0 a 0 0 0 F 19C-19= 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1,180 30.80 ODD 231 37 1140 0 74 23 693 0 6 c) AED excursion 2701 30 Envelope lossigain 2742 20031 1515 619 12 a) Infiltration 647 237 393 144 b) Room ventilation 0 D 01 0 13 Internal gains: Occupants @ 230 Appliances/other 0 0 0 0 0 0 Subtotal (lines 6 to 13) 3389 2240 1909 763 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 2096 886 1909 763 14 Subtotal 5485 3126 0 C 15 Duct loads 1 14% 43] 772 1352 14%1 43% 0 Total room load 6257 4478 0 0 Air required (dm) 0 210 0 0 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 2018-,.an-25 I0 44 42 RgN-SuteO Universal 20'6 18.0.08 RS-1 6877 Paget PRINTLoi 042 SLirdance A LHG Loft - N.rup Calc =,MJ8 House faces: N wrightsoft, Right-J@ Worksheet Entire House One Stop Cooling and Heating 7225 Sandscove Court, Winter Park, FL 32792 Phone: ;407) 629 - 6920 Fax: (407) 629 - 9307 Web: w .OneStop,Sooling.corn LiGense: CAC032444 Job: Lot 042 Sundance A LH G Loft Date: 09129/2017 By: LF/RI/MC I Room name KIT DIN 2 Exposed wall 0 ft 26.5 It 3 Room height 93 It heal/cool 9.3 It heatvmol 4 Room dimensions 1.0 x 183.4 It 1.0 x 142.6 it 5 Room area 183.4 W 142.6 Ito Ty Consludon U-value or HTM Area (f.t2) Load Area (12) Load number Btuh/R--F) 2) Btu or perimeter (ft) B h) or perimeter fft) BtUh) Heat I Coal Gross Gross N/RS Heat Cool Gross N/P/S Heat- Cool 6 V 1 2B-OsiN 0,097 n Z53 2.82 0 0 0 0 0 0 0 0 G 485-21m 0.540 n 14,09 13.67 0 0 0 0 0 0 0 0 1' L-G 13A-flocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 485-2frii O.W n 14.09 13,67 0 0 0 0 0 0 0 0 T11 1213-0sw 0.097 a 2.53 282 0 0 a 0 0 0 0 0 4A5-2om 0.550 a 14.35 27.44 0 0 0 0 0 0 0 0 w 13A'4ocs 0.143 e 3.73 2.90 0 0 0 0 0 0 0 0 L-D 11DO 0.390 a 10.18 12-27 0 0 0 0 0 0 0 0 12B-Osw 0.097 s 2.53 2,82 0 0 0 0 0 0 a 0 4A5-2om 0.550 s 14.35 13,54 0 0 0 0 0 0 0 0 4B5-2fm 0540 s 14.09 1167 0 0 0 0 0 0 a 0 w 13A-flocs 0.143 s 3.73 2.90 0 0 0 0 121 121 451 350 126-0sw 0,097 w 2.53 282 0 0 0 0 0 0 0 0 4A5-2onn 0.550 w 14.35 2T44 0 0 0 0 0 0 c 0 13A-flocs 0.143 w 3.73 2.90 0 0 0 0 126 62 230 178 4A5-2cirn 0.550 w 4.35115.14 27.44 0 0 0 0 0 0 0 0 4A5-2omd 0,580 w 21.44 0 0 0 0 64 45 969 1372 R L-D 12C-Osw 0.091 2,38 1.51 191 1609 402 255 a 0 0 0 11 ' DO 0.390 n 10.18 1227 21 21 217 262 0 0 0 0 C 1613-30ad 0.032 0o34 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 I 9C - 1 9cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-Ipm 1.180 30BO 0.001 183 0 a a 143 27 816 0 6 c) AED excursion 65 1076 Envelope lossigain 619 452 2466 2977 12 a) Infiltration c 0 463 170 b) Room ventilation c 0 0 0 13 Internal gains: 0ocupants @ 230 0 0 0 0 Appliances/other 1200 0 Subtotal (lines 6 to 13) 619 1652 2929 3147 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 460 301 0 0 14 Subtotal 1079 1953 2929 3147 15 Duct loads 14%1 43%1 152 845 14% 43% 4121 1361 Total room load 1231 2797 3341 4508 Air required (cfm) 0 131 0 211 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-an-25 10.44 42 Right-Sule,81unversal 20', 8 18.0.08 RSui 6877 Page 3 TEMP PRIM" 042 Sunnanoe A LHG '-oft - N.ruto Calc=MJ8 House faces N rT wrightsoft, MOW@ Worksheet Entire House One Stop Cooling and Heating 7225 Sandscove Court, Wutter Park, FL 32792 Plhonei(407) 629-6920 Fax: (407)629-9307 Web: wvAu0neStopCooling-com License: CAC032444 Job: Lot 042 Sundance A LHG Loft Date: 09/29/2017 By. LF/RI/MC I Room name POW NUED 2 Exposed \Aaft 3.5 It 27.0 it 3 Room height 9.3 It heaf/cool 9D it heaVcx)ol 4 Room dimensions 7.5 x 3.5 It 14.5 x 12.5 it 5 Room area 26.3 ft-' 8113 ft2 77n. Cen - on U-value Or HTM Area (w) Load Area ('IF) Load m b."', ct Btuh/W F) Btuh,112) or perimeter (ft) Btuh) or perimeter (ft) Btuh) Heat Cool Gross NFIS Heat Cool Gross N/R/S Heat Cool 6 1213-0sw 0.097 n 2,53 2.82 a 0 0 0 113 113 285 317 485-2fm 0.540 n 14.09 13.67 0 0 0 0 0 0 0 0 t-G 13A-4ocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 4135-2frn 0.540 n 14.09 13.67 0 0 0 a 0 a 0 0 11 12B-0sw 0,097 a 2.53 2.82 0 0 0 0 0 0 0 0 4A5-tom 0.550 a 14.35 2744 0 0 0 a 0 0 0 0 w L-D 13A-4ocs 0.143 e 3.73 2.90 0 0 0 0 0 0 0 0 11DO 0.390 a 10.18 12.27 0 0 0 0 0 0 0 0 12B-0sw 0.097 s 2,53 2.82 0 0 0 0 0 0 0 0 4A5-2om 0.550 s 14.35 13.54 0 a 0 0 0 0 0 0 4135-2trn 0.540 s 14.09 13.67 a 0 0 0 0 0 0 0 W 13A-flocs 0.143 s 3.73 2.90 33 33 121 94 0 0 0 0 t-G 1213-0sw 0.097 w 2.53 2.82 0 0 0 0 131 101 254 283 4A5-tom 0.550 w 14-35 27.44 0 0 0 0 30 0 431 823 W. 13A-flocs 4A5-tom 0143 0.550 w w 3.73 14.35 2.90 27.44 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4A5-2.md 0-580 w 15.14 21.44 0 0 0 0 0 0 0 0 PI 12C-0sw 0.091 Z38 iLi 33 33 77 49 0 0 0 0 11DO 0.390 n 10-18 12.27 0 0 0 0 0 0 0 0D C 16B-30ad 0.032 0.84 1.76 0 0 0 0 181 181 15, 319 F 19A-Obsc71 0.295 Z89 264 0 0 0 0 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0.00 26 4 108 0 0 0 0 0 6 c) AED excursion 6 255 Envelope loss/gain 307 137 1121 1997 12 a) Infiltration 61 22 457 167 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 1 0 2 46 0 Appliances/other 0 0 Subtotal (lines 6 to 13) 368 159 1578 2625 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 O 273 249 14 Subtotal 368 159 1851, 2874 15 Duct loads 14% L 43% 52 69 13% 1 33% 2401 9391 Total room load 420 228 2091 3813 Air required (drn) 0 11 0 179 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 2018-ar-25 10 a4 42 Rig1htSu1e@'jnversa12018 18.0.08RSU16877 Page 4 TEMP PRINTLot 042 Sundance A !-HG Loft - N.rub Ca = MJ8 Ho:;se faces: N wrightsoft, Right-J@ Worksheet Entire House One Stop Cooling and Heating 7225 Sandsrove CoLirt, Winter Park, F[- 32792 Phone: (40T 629 - 6920 Fax: f407) 629 - 9307 Web: www.OreStopCoolig.com License: CAC032444 Job: Lot 042 Sundance A LHG Loft Date: 09/29/2017 I Room name N&VIC MTOI 2 Excosed \Aell 8,5 it 11.0 it 3 Roorm height 9.0 It heaVcool 9L ft heat/cool 4 Room dimensions 1.0 x 54,8 It 7.0 X 4.0 ft 5 Room area 54,8 W 28.0 1t2 Ty Construction U-Value Or HTM Area (tt) Load Area (ft2) Load number Btiuh4t-+ Btuh/(tP) or perimeter (ft) Btuh) or perimeter (ft) Btum Heat Cool Gross NP/S Heat cool Gross I NFS Heat Cool 6 UV 1213-0sw 0.097 n 2.53 2.82 0 0 0 C 0 0 0 0 4135-21frn 0.540 n 14.09 1167 0 0 0 C 01 0 0 0 t--" 13A-flocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 4B5-2fm 0.540 n 14.09 1167 0 0 0 0 0 0 0 0 W 1213-0sw U97 e 2.53 Z82 0 0 0 0 0 0 0 0 L--C 4A5-2om 0,550 e 14.35 27.44 0 0 0 0 0 0 0 0 W 13A-flocs 0.143 e 3.73 2.90 0 0 0 0 0 a 0 0 L-D 11DO 0.390 e 10.18 1227 0 0 0 0 0 0 0 0 1213-0sw 0.097 s 2,53 2.82 0 0 0 0 36 36 91 101 4A5-2om 0.550 s 1435 13-54 0 0 0 0 0 0 0 0 4B5-2fm 0.540 S 14.09 13.67 0 0 0 0 0 0 0 0 W 13A-4oc. 0,143 s 3.73 2.90 0 0 0 0 0 0 0 0 t--G 12B-0siN 0.097 w 2153 2.82 77 77 194 216 63 63 159 178 4A5-tom 0.550 w 14,35 27A4 0 0 0 0 a 0 0 0 13A-4ocs 0.143 w 3.73 2.90 0 0 a 0 0 0 0 0 4A5-2om 0.550 w 14.35 27.44 0 0 0 0 0 0 C 0 4A5-2omd 0.580 w 15.14 21.44 0 0 0 0 0 0 0 0 P. 12C-Osw 0.091 2.38 1,51 0 0 0 0 a 0 0 0 L-D 11DO 0.390 n 10.18 12.27 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.84 176 55 55 46 96 28 28 23 49 F 19A-0bscp 0295 2.89 Z04 42 42 121 85 28 28 81 57 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30.80 0,00 0 0 a 0 0 0 0 0 6 c) AED excursion 171 17 Envelope loss/gain 360 380 355 368 12 a) Infiltration 144 53 186 68 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/rither 0 0 Subtotal (lines 6 to 13) 504 4331 541 436 Less external load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 504 433 541 436 15 Dud loads 13% 33% 65 141 13%1 33%1 70 141 Total room load 569 574 611 579 Air required (cfm) 0 27 0 2 Calculations approved byACCAto meet all requirements of Manual J 8th Ed. 2018-Jan-25 10,44.42 Rio-SuteBJlrrversai 20',8 18.0.08 RS j'16877 age 5 NxLp a -ioLse faces: N M PRINTLot 042 SundanceA !-HG -oh 11c=MJ8 , 7-F wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sardscove Coun, Wiqer Park, FL 32792 Phone: (407' 629 - 6920 Fax: (407) 629 - 9307 Wen wvAu0neStopCoofing.com License: CAC032444 Job: Lot 042 Sunclance A LH G Loft Date: 09/29/2017 1 Room name METH Lot, 2 Eased wall 6,0 It 13.5 It 3 Room height 9.0 it heaYcool 9.0 it heaV000l 4 Room dimensions 1L0 x 93,5 ft ID x 128.9 it 5 Room area 93.5 tr 128.9 112 Ty Construction U-value or HTM Area (112) Load Area (fly) Load number Btuh4F-'g Btuhfr) or perimeter (ft) Bhrto or perimeter (ft) Btuh) Heat Cool I Gross N/PIS Heat Cool Gross N/PS Heat Cool 6 t-G 1213-0sw 0.097 n 253 2.82 0 0 0 0 0 0 0 0 4135-2(m 0.540 n 14.09 13,67 0 0 0 0 0 0 0 0 t--G 13A-4ocs 0.143 n 3.73 2.90 0 0 0 0 0 0 0 0 4B5-2fm O.W n 14.09 13.67 0 0 0 0 0 0 0 0 1 2B-Osw 0.097 a 2,53 2.82 0 0 0 0 0 0 0 0 4A5-tom 0,550 e 14,35 27.44 0 0 0 0 0 0 0 0G D 13A-4ocs 0.143 e 3.73 2.90 0 0 0 0 0 0 0 0 1 IDO 0.390 e 10.18 12.27 0 0 0 0 0 0 0 0 1213-0sw 0.097 s 2.53 2.82 54 50 127 141 122 107 270 300 4A5-2om 0.550 S 14.35 13.54 0 0 0 0 15 13 215 203 4B5-2fm 0.540 S 14.09 1167 4 4 56 55 0 0 0 0 w 13A-flocs 0.143 s 3.73 2.90 0 0 0 0 0 0 0 0 t---.G 1213-0sw 0.097 w 2.53 2.82 0 0 0 a 0 0 0 0 4A5-tom 0.550 w 1435 27.44 0 0 0 0 0 0 0 0 13A-flocs 0.143 w 3.73 Z90 0 0 a 0 0 0 0 0 4A5-tom 0,550 w 14.35 27.44 0 0 0 0 0 0 0 0 4A5-2omd 0,580 w 15.14 2144 0 0 0 0 0 0 0 0 R L-D 12C-0sw U91 2.38 1,51 0 0 0 0 0 0 0 0 11DO 0.390 n 10.18 1227 0 0 0 0 0 0 0 0 C 16B-30ad 0.032 0.84 1.76 94 94 78 164 129 129 108 227 F 19A-Obscp 0295 2.89 2.04 38 38 ill 78 0 0 0 0 F 19C-19cscp 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-tpm 1.180 30,80 0.00 0 0 0 a 0 0 0 0 6 c) AED excursion 18 29 Envelope lossfgain 372 420 593 701 12 a) Infiltration 101 37 228 84 lo) Room ventilation 0 0 a 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appiiances/other 0 0 Subtotal (lines 6 to 13) 473 457 821 784 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 7 14 19 39 14 Subtotal 480 471 840 823 15 Duct loads 13% 33% 62 1541 13%1 331 109 269 Total room load Air required (clm) 542 0 625 29 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. Jw- 2018-ja,,25 10:44:42 Rigil-SuteSinversal 2018 18,0.08 RSUI 6877 rage 6Ar-- TEMP PRINTLol 042 Sundarse A LHG -oft - N.rub Calc = MJ8 House faces: N d I1-7 wrightsoft' Right-J@ Worksheet Entire House One Stop Cooling and Heatht 7225 Sarcsw.ve Cour, Winter Park, R, 32792 Phone: 407' 629 - 6920 Fax: (407) 629 - 9307 Web w vO-eStooCoofirq.xm Ucense CAC032444 Job: Lot 042 Sundance A LH G Loft Date: 09/29i2017 By. LF/RI/MC 1 Room name BTH LDRY 2 Exposed wall 0 If 0 If 3 Room height 9.0 It heat/cool 9.0 ft heat/cool 4 Room dimensions 5.5 x 10.0 ft 6,5 x 6.5 It 5 Room area 55.0 ft' 42.3 T' Ty Construction number 1-Vade Btuh/fI2-T) Or HTM Btu ft2) Area (q-,) or perimeter (it) Load B h) Area (fie) I or perimeter (ft) Load Btuh) Heat Cool Gross N/RS Heat cool Gross NPIS Heat Cool 6 UtJ 1213-0sw 0.097 n 2.53 2.82 0 0 0 0 0 0 0 0 4B5-2fm 0.540 n 14.09 13.67 0 0 0 0 0 0 0 0 w 13A-4ocs; 0.143 n 3.73 2,90 0 0 0 0 0 0 0 a L-13 4B5-2fm 0.540 n 14.09 13.67 0 0 0 0 0 0 0 a t---G 12B-0sN 0.097 e 2.53 Z82 0 0 0 0 0 0 0 0 4A5-tom 0.550 e 14.35 27,44 0 0 0 0 0 0 0 0 w 13A-4ocs 0.143 e 3.73 2.90 0 0 0 0 0 0 0 0 1-D 11DO 0.390 e 1018 12,27 0 0 0 0 0 0 0 0 1213-0sw 0.097 s 253 2.82 0 0 0 0 0 0 0 0 4A5-2om 0.550 s 14.35 13,54 0 0 0 0 0 0 0 0 4B5-2ftn 0.540 s 14.09 13.67 0 0 0 0 0 0 0 0 W 13A-flocs 0,143 s 3.73 2.90 0 0 0 0 0 0 0 0 t-G 12B-osw 0.097 w 2.53 Z82 0 0 0 0 0 0 0 0 4A5-tom 0,550 w 14,35 27.44 0 0 0 0 0 0 0 0 L2 13A-4ocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2orn 0.550 w 14.35 27.44 0 0 0 0 0 0 0 0 4A5-2omd 0.580 w 15,14 21.44 0 0 0 0 0 0 0 0 R L-D 12C-Om 0.091 2,38 1,51 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 55 55 46 97 42 42 35 74 F 19A-Obscp 0.295 2.89 2.04 0 0 0 0 0 0 0 0 F 19C-19CSCQ 0.049 0.44 0.31 0 0 0 0 0 0 0 0 F 22A-Ipm 1,180 30.80 0.00 0 0 a 0 0 0 0 0 6 c) AED excurson 4 22 Envelope loss/gain 46 931 35 53 12 a) Infiltration 0 0 0 0 b) Roorn-ventilaton 0 0 0 0 13 Internal gains: Occupants @ 230 0 01 0 0 Applianoers/other 0 500 Subtotal (lines 6 to 13) 46 93 35 SKI Less external load 0 0 Less transfer 0 0 0 0 Redistribution 26 52 437 390 14 Subtotal 72 145 472 943 15 Duct Ideas 131 33-/. 9 47 3%1 33% 61 308 To al room load J-- 8 1931 533 1251Airrequired (dm) 01 9 a 59 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 2018-_:arr2S 10 :44 42 A _ZK Right-Surle6 Universal 20;8 18.0.08RSU16877 Page 7 TEMP PRINTI-rh 042 Surdance A LHG Loft - N.rup Calc = MJ8 House faces: N rF wrightsoft, R i g ht-J@ Wo rks h eet Entire House One Stop Cooling and Heating 7225 Sandscove Corr, Wirler Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web:,Nw.OneSjopCooling.corn brer'6e. CAC032444 Job: Lot 042 Suridance A LHG Loft Date: 09/29/2017 By. LFRUMC Rom name STR2 2 E sed 11 22.5 ft R m heheight co9.0 ft heavol 9.0 It heat/cool Room dm.rsions 4.0 x 1&5 ft 6.5 x 15 ft 5 Room area 74.0 ft2 22.8 W Ty Construction number U- value BtuW.- IF) Or HTM BtU h /ft2) Area ( f. I') or perimeter (ffl Load Btih) Area ( ft-) or perimeter (ft) Load B h) Heat Cool Gross N/RS Heat Cool Gross NIPS Heat Cool 6 1215-0sw 0.097 n 2.53 182 167 163 411 458 0 0 0 0 T--G 4135-2frn 0,540 n 14.09 13.67 4 0 56 55 0 0 0 0 13A- flocs 0143 n 3,73 2.90 0 0 0 0 0 a 0 0 4135- 2fm 0.540 n 14.09 13.67 0 0 0 0 0 0 0 0 1213- 0sw 0.097 e 2,53 2.82 36 36 91 101 0 0 0 0 4A5- 2om 0.550 a 1435 27.44 0 0 0 0 0 0 0 Q 0, 143 e 3.73 2.90 0 0 0 0 0 0 0 C I3A-4ocs IDO 0.390 e 10.18 1227 0 0 0 0 0 0 0 0 12B- 0sw 0.097 s 2.53 2,82 0 0 0 0 0 0 0 0 4A5- 2om 0,550 s 14.35 13.54 0 0 0 0 0 0 0 0 4B5- 2frn 0.540 s 14.09 13.67 0 0 0 0 0 0 0 C w 13A-flocs 0,143 s 3.73 190 0 0 0 0 0 0 0 0 1213- 0sw 0.097 w 253 2.82 0 0 0 0 0 0 0 0 t___o 4A5-2om 0.550 w 14.35 27.44 0 0 0 0 0 0 0 0 13A- 4ocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 4A5- 2om 0.550 w 14.35 27,44 0 0 0 0 0 0 0 0 4A5- 2omd 0.580 w 15.14 21.44 0 0 0 0 0 0 0 0 R 12C-Osw 0,091 2,38 1,51 0 0 0 0 0 0 0 0 L- D 11DO 0290 n 10.18 1227 0 0 0 0 0 0 0 0 C 1613-30ad 0.032 0.84 1.76 74 74 62 130 23 23 19 40 F 19A-Ob-,zp 0295 2,89 204 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 0 0 0 0 0 0 0 0 6 c) AED excursion 33 2 Envelope loss/gain 621 711 19 38 12 a) Infiltration 381 140 0 0 b) Room ventilation 0 0 0 a 13 Internal gains: O(.=pants @ 230 0 0 0 0 Appliances/ other 0 0 Subtotal ( lines 6 to 13) 1001 850 19 38 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 1001 850 19 38 14 Subtotal 0 0 0 15 Duo 1 13% 33% 0 0 13% l 33%1 cl 0 To al room load 0 0 0 Air required ( dm} 0 0 0 Calculations apiziroved byACCA to meet all requirements of Manual J 8th Ed. 2018-,,ar, 25 10 44,42 Right-SuiteO Unversal 2018 18.0.08 RSU1 6877 Page 8 ATEMP PRINFRI- ot 042 Sundance A LHG Loft- N-rup Calc - MJ8 Mouse faces: N wrightsoft, Right-J@ Worksheet Entire House One Stop Cooling and Heatir:qa, 7225 Sardscove Courl. Winter Park, FL 32792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: www.Ory-,StopCoolir)g.com License: CAC032444 Job: Lot 042 Sundance A LHG Loft,. Date: 09/29/2017 By: LFRUIVIC 1 Room name WIC2 BED2 2 Exposed vall 5.0 It 16.0 It 3 Room height 9.0 it heaticool 9.0 ft heat/cool 4 Room dimensions 5.0 x 5.0 It 10.5 x 10.5 If 5 Room area 25.0 #2 110.3 1112 Ty Construjon number U-value BtuW---g Or HTM Btuhi Area (ft2) or perimeter (it) Load Btuh) Area (it-') or perimeter (it) Load Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/R/S Heat Cool 6 12B-Osw 0.097 n 2.53 2.82 0 0 0 0 50 50 125 139 4B5-2hn 0.540 n 14.09 13.67 0 0 0 0 0 0 0 0 w 13A-4ocs 0.143 n 3.73 2.90 0 0 0 0 0 a 0 0 L-G 4B5-2ftn 0.540 n 14.09 13.67 0 0 0 0 0 0 0 0 W11 1213-0sw 0,097 e 2.53 2.82 45 45 114 127 95 o 201 224 L --- G 4A5-2om 0.550 e 14,35 27.44 0 0 0 0 is 0 215 412 t-D 13A-4ocs 0.143 e 3.73 2.90 0 0 0 0 0 0 0 0 1 IDO 0.390 e 10.18 12.27 0 0 0 0 0 0 0 0 12B-Osw 0.097 s 253 2,82 0 0 0 0 0 0 0 0 4A5-2om 0.550 s 14.35 13-54 0 0 0 0 0 0 0 0 485-2fm 0.540 s 14,09 13.67 0 0 0 0 0 0 0 0 w 13A-flocs 0.143 s 3,73 2.90 0 0 0 0 0 0 0 0 t--G 1213-0sw 0.097 w 2.53 2,82 0 0 0 0 0 0 0 0 4A5-2om 0.550 w 1435 27.44 0 0 0 0 0 0 0 0 13A-4ocs 0.143 w 3.73 2.90 0 0 0 0 0 0 0 0 4A5-2om 0.550 w 14.35 27.44 0 0 0 0 0 0 0 0 4A5-2omd 0.580 w 15,14 21,44 a 0 0 0 0 0 0 0 R 12C-Osvv 0,091 2.38 1.51 0 0 0 0 0 0 0 0 1 D 11DO 0390 in 1018 1227 0 0 0 0 0 0 0 0 c 16B-30ad 0.032 0.84 1.76 25 25 21 44 110 110 92 194 F 19A-Obscp 0,295 2.89 2.04 0 0 0 0 0 0 0 0 F 19c-19csco 0.049 0.44 031 0 0 0 0 88 88 39 27 F 22A-prn 1.180 30.80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 8 28 Envelope loss`gain 135 1631 673 1024 12 a) Infiltration 85 31 271 99 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 1 230 Appliances/other 0 0 Subtotal (lines 6 to 13) 219 194 944 1353 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 329 286 7 13 14 Subtotal 548 4801 950 1367 151 Ductloads 13% 33 % 71 157 13% 33%1 123 1 447 Total room load 6191 637 1OL73L 1813 Air required (crn) 0 301 00 RS85 Calculations anoroved bvACCA to meet all reauirements of Manual J 8th Ed, 2018-Jan-25 10:44:42 Right -Suite@ Unversal 2018 18.0.08 RSUI 6877 Page 9ACCO JEMP PRINTLot 042 SLrdanceA LHG Loft- Krup Calc = MJ8 House faces: N wrightsoft, Right-JO Worksheet Entire House One Stop Cooling and Heating 7225 Sarxiscove Cotr'_ W,,Ier Park, F[- 32792 PhDre: (4071 629 - 6920 Fax: (407) 629 - 9307 Web: wmuOreStopCoclirg.corn License: C AC032444 Job: Lot 042 Sundance A LH G Loft Date: 09/29/2017 By. LF/RI/MC 1 Room name BED3 HALL 2 Exposed wall 23.5 If 0 ft 3 Room height 9.0 ft heat/ccol 9,0 It heat/cool 4 Room dimensions 1.0 x 127.8 It 1.0 x 1021 If 5 Roorn area 127.8 ft' 102.1 ft2 Ty Constriction number U-value Btuvvft- or HTM Btuh.V), Area (ft) or perimeter (ft) Load Btuh) Area (ff2) or denmeler (ft) Load 3tuh) Heat Cool Gross NIPS H7.tNeat CoolCool Gross N/P/S Heat Cool 6 VL-G 12B-0sw 0,097 n 2.53 2.82 0 0 0 0 0 0 0 0 4B5-2frn 0.540 n 14,09 13.67 0 0 0 0 0 0 0 0 13A-flocs 0.143143n3,73 2,90 0 0 0 0 1 0 a 0 t-G 4B5-2fm 0540 n 14.09 13.67 0 0 0 0 0 0 0 0 11 1213-05w 0.097 e 233 2.82 95 80 201 224 0 0 0 a 4A5-tom 0.550 e 14.35 27.4-4 15 0 215 412 0 0 0 a 13A-flocs 0.143 e 3.73 2.90 0 0 0 0 0 0 0 0t-D 1 1DO 0.390 e 10A8 12.27 0 0 0 0 0 0 0 0 128-0sw 0.097 a 2,53 232 117 117 296 330 0 0 0 0 4A5-2om 0.550 s 14.35 13.54 0 0 0 0 0 0 0 0 4B5-2fm 0.540 s 14.09 13.67 0 0 0 0 0 0 0 0 w 13A-4ocs 0.143 s 3.73 L90 0 0 a 0 0 0 0 0 t--G 1213-0sw 0.097 w 2,53 2-82 0 0 0 0 0 0 0 0 4A5-2om 0.550 w 14,35 27A4 0 0 0 0 0 0 0 0 13A-4ocs 0.143 w 173 2.90 0 0 0 0 0 0 0 a 4A5-2om 0.550 w 14.35 27.44 0 0 0 0 0 0 0 0 4A5-2omd 0.580 w 15.14 21.44 0 0 0 0 0 0 0 0 R L-D 12C-Osw 0.091 2,38 1.51 0 0 0 0 0 0 0 0 11DO 0.390 n 10.18 1227 0 0 0 0 0 0 0 0 c 16B-30@d 0.032 0.84 1.76 128 128 107 225 102 102 85 180 F 19A-Oki 0295 2,89 2.04 0 0 0 0 0 0 0 0 F 19C-19= 0,049 0,44 031 102 102 45 32 0 0 0 C F 22A-Ipm 1,180 30,80 0.00 0 0 0 0 0 0 0 0 6 c) AED excursion 17 7 Envelope loss4gain 8651 1239 85 173 12 a) Infiltration 3971 146 0 0 b) Room ventilation 0 0. 0 O 13 Internal gains: Occupants @ 230 1 230 0 01 Appliancespther 0 04 Subtotal (lines 6 to 13) 1262 1615 85 173 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution a 1 85 173 14 Subtotal 1270 1632 0 0 151 Dud loads 13%11 33%1 165 533 13%1 33%1 01 0 Total room load 1 1435 2165 0 0 Air required (cirri) 0 101 0 0 Calculations alooroved bvACCA to meet all reauirements of Manual J 8th Ed. 4- 2018-Jan-25 10.44:42 R ig ht- S ureA U nve rsal 2 0 i 8 18.0.0 8 RS U 16 877 Page 10 TEMP PRINTLot042 Su-canc--A HG 1-oft- N.rup Gaic. MJ8 House faces: N Heating Cooling in H20) in H20) External static p 0 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 4. Supply Return ft) ft) Measured length of run -out 13 0 Measured length of trunk 21 11 Equivalent length of fittings 120 Total length 155 56 Total effective length 210 Heating Cooling 00ft) in/1 00ft) Supply Ducts 0.162 OK 0.162 OK Return Ducts 0.162 OK 0A 62 OK Supply 4X--35, 11 A=20, 11 1=20, 1Total EL=1 20 Return 6M=20, 6A1 =1 0, 11 1=1 0, 11 G=5-. TotalEL=45 wrightsoft,, 2018-Jar,25 10 44:43 Right-Sweg Universal 2018 18,0.08 RSUI 6877 Page 1 ATEMP PRIN7,,Lot 042 SLrdary-eA LNG Loft - N.rx Calc = lMJ8 Hose faces: N wrightsoft, Duct System Summary Entire House 7225 Sar)dsxve Court, Wiler Park, FL 32 792 Phone: (407) 629 - 6920 Fax: (407) 629 - 9307 Web: wvvwOneStopCoolirg.com License: CAC032444 an For: Park Square Homes 3956 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 034 in H2O 0.250 /0.090 in H2O 0.162 in/1 00ft 0 cfm 210 ft Job: Lot 042 Sundance A LH G L.. Date: 09/29/2017 By LFRUMC Cooling 0.50 in H2O 0.16 in H2O 0.34 in H2O 0.250 / 0.090 in H2O 0.162 in/1 00ft 1160 cfm Name Design Btuh) Htg cfm) C19 cfm) Design FR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Eqv Ln (ft) Trunk BED2 c 1813 0 85 0.178 6.0 Ox 0 A Fx 25.2 115.0 st3 BED3 C 2165 0 101 0.165 6.0 Ox 0 AFx 31.7 120.0 st3 B 7 c 193 0 9 0.229 4.0 Ox 0 AFx 14.2 95.0 st2 DIN C 4508 0 211 0.171 8.0 Ox 0 V1 Fx 31.6 115.0 sti GATH C 4478 0 210 0.181 8.0 Ox 0 AFx 23.1 115.0 sti KIT c 2797 0 131 0.180 7.0 a< 0 AFx 23.6 115.0 sti LDRY C 1251 0 59 0.222 4.0 Ox 0 A Fx 17.6 95.0 st2 Loft c 1092 0 51 0.227 6.0 Ox 0 AFx 15.3 95.0 st2 MBED C 3813 0 179 0.166 8.0 Ox 0 11 Fx 3 0.5 120.0 st4 METH C 625 0 29 0.169 4.0 Ox 0 AFx 27.6 120.0 st4 MTOI C 579 0 27 0.162 4.0 Ox 0 AFx 34.5 120.0 st4 MWIC C 574 0 27 0.176 4.0 Ox 0 AFx 27.3 115.0 st4 POW c 228 0 11 0.184 4.0 Ox 0 AFx 25.6 110.0 sti W IC2 c 637 0 30 0.166 4.0 Ox 0 AFx 31.0 120.0 st3 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FR fpm) in) in) Material Trunk sti PeakAVF 0 563 0.171 717 12.0 0 x 0 VinIFIx st3 PeakAVF 0 216 0.165 620 8.0 0 x 0 VnIFIx st2 st4 PeakAVF 0 262 0.162 593 9.0 0 x 0 VinlFlx st2 st2 PeakAVF 0 597 0.162 760 12.0 0 X 0 VinIFIx BoWitak values have been manually overridden wrightsoft" 2018-Jar,,25 10:44 43 Rrghl-Sule@ invefsal 2018 18.0.08 RSUI 6877 Page 1 TEMP PRIN7,Lot 042 SundarceA LHG oft- N.ruzD Calc = Mj8 House 'aces: N Grille Htg Gig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) cfm) cfm) ft) FR fpm) in) in) Opening (in) Matl Trunk rb2 Ox 0 0 236 49.0 0.183 534 9.0 Ox 0 VlFx rt2 rbl Ox 0 0 924 55.5 0.162 662 16.0 Ox 0 AFx rt2 k NO Name Trunk Type Htg cfm) Clg cfm) Design FR Veloc fpm) Diam in) H x W in) Duct Material Trunk rt2 PeakAVF 0 1160 0.162 656 18.0 0 x 0 VinIFIx wrightsoft" Right-SuiteW-InvermI2018 18.0.08 RSU16877 TEMP PRINTLotO42SundarceA LHG Loft-N.ap Calc=MJ8 House faces: N 20'8-jar)-25 10:44:43 Page 2 Level 2 8X4 35 dM EF1 VTR VTOI MBED MWIC 8X4 5 alm" 10X10 139 cfm F—E-F-1 —VTR MIBTH 4 8X4 45 dm 17\ HALL 1 OX6 6" 89 Cfm Loft 12x12 o xi 0 0 x6 91 drr 1 OX6 BED3 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 SRB = Small Reduction Box LRB = Large Reduction Box FBB = Field Built Box Job #: Lot 042 Sundance A LHG Loft - N Performed by LF/Rl for: Park Square Homes Sanford, FL 4 " % EBITH 41 cfm 12' LDRY dr, 0 8X4 7EFI VTR 4j WIC2 4 1OX10 RA 295 cfm, Y" 24X18 RA 865 -,fm 118 " 8 ST R2 Sup Riser 12 " 70 cfm 8X4 1 OX6 42 c-fm BED2 Zom Damper I - 12" Zone Damper 2 - 12" Bypass Damper-- I a' 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 : 91 Page 2 Right -Suite@ Universal 2017 17.0.23 R SU 16202 2017-Aug-22 10:43:55 lvd l all tAv K- IOP- DESCRIPTION AS FURNISHED: Lot 42, WYNDHAM PRESERVE,- as recorded in Plot Book 81, Pages 93 through 102 of the Public Records of Seminole County, Florida. PLOT PLAN FORICERTIFIED TO: Park Square Enterprises, LAC (a Delaware Corporation); Winderweedle, Haines, Ward & Woodman, PA; Attorneys' Title Insurance Fund; Bank of America Bp Ok to construct single family home with setbacks and impervious area shown on plan. 39. 2- -/. ; me 730 Sun ckxice - A, GrL 5, 00' am a LOT 43 N 89040'51 " E 40. 00' LOT 44 LOT 45 43.13' 43,13' 43.13' LOT 40 3.0'x4,O' AC 5.00' 16.7' LANAI 6 PROPOSED RESIDENCE 1730 SUNDANCE - A 2 CAR GARAGE LEFT COV'D. C; ENTRY 9.0 5, 00' 5.00, 21.0' 1 1 6' DRIVE W ELK 25,20' 25.20' 10' UTIL, P.C. 29.94' ESMT 14 0 "I ti SETBACKS AS FURNISHED FRONT = 25'(*) REAR = 20' SIDE a 5' (40' LOT) 7.5' (60' LOT) 10' (75' LOT) SIDE STREET - 25' (60' & 75' LOT) 15' (40' LOT) 25' FRONT SETBACK CAN BE REDUCED TO 20' ON CERTAIN LOTS. NO MORE THAN 2) IN SUCCESSION AT 20' AND A MINIMUM OF (2) IN SUCCESSION AT 25' PROPOSED = FINSHED SPOT GRADE ELEVATIONS PER DRAINAGE PLANS PROPOSED DRAINAGE FLOW LOT GRADING TYPE A PROPOSED F.F. PER PLANS - 29.0' WALK CURBORB N 89*40'51 " E 40.00' SALTffARSH 10.0-P 50' PRIVATE ROAD LOT 41 PLOY' PLAN ONLY PLOT PLAN AREA CALCULATIONS NOT A SURVE'Y TOTAL LOT AREA 4,680 -t SQUARE FEET FLATWORK ON/OFF LOT = TOTAL ± SQUARE FEET DRIVE 4031110- 513 zk SQUARE FEET WALKS 721 200= 272 ± SQUARE FEET SOD 2,8451 130 - 2,975 ± SQUARE FEET NOTE: FRONT SIDEWALK AND STREET LOCATION TAKEN FROM FLATWORK FOUNDATION/PAD 1,194 t SQUARE FEET REAR PATIO 107 t SQUARE FEET FRONT PORCH DECK 48 t SQUARE FEET POOL DECK NIA t SQUARE FEET LANS PROVIDED BY CLIENT - NOT FIELD VERIFIED - CRUSENWEER — `CO TT ASSOC.1 INC — -LAYVD SURVF-1YORS LEGEND LEGEND P a PLAT POLL, • POINT DN LINE 5400 E. COLONIAL DR. ORLANDO, FL. 32807 (407)-277-3232 FAX (407)-658- 74,36 F FIELD TYR, TYPICAL NOTES: I.P.HIGH R PIPE IRON ROD PRO, • POINT OF REVERSE CURVATURE PZIC POINT OF COMPOUND CURVATURE 1, THE UNDERSIGNED DOES HEREBY CERTIFY THAT THIS SURVEY MEETS THE STANDARDS OF PRACTICE SET FORTH BY THE FLORIDA BOARD OfEKCONCRETEMONUMENTRAD. RADIAL PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER 5J-17 FLORIDA ADMINISTRATIVE CODE PURSUANT TO SECTION 472.027, F[ORfOA 5TATUfS SETI.R. 1/2' I.R. /OLD 4596 RFL NON -RADIAL 2, UNLESS EMBOSSED WITH SURVEYOR'S SIGNATURE AND ORIGINAL RAISED SEAL. THIS SURVEY MAP OR COPIES ARE NOT VALID. REC. RECOVERED VP. • VITNESS POINT J. THIS SURVEY WAS PREPARED FROM TITLE INFORMATION FURNISHED TO THE SURVEYOR, THERE MAY BE OTHER RESTRICTIONS F.O.B. 0 'R POINT OF BEGINNING CALC. CALCULATED OR CASEMENTS THAT AFFECT THIS PROPERTY. P , O.C. POINT OF COMMENCEMENT CENTERLINE PRA PERMANENT REFERENCE MONUMENT F.F. FLOOR ELEVATION 4 NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED UNLESS OTHERWISE SHOWN. N&D NAIL t DISKUILDINGB.S.L.FINISHED SETBACK LINE 5. THIS SURVEY IS PREPARED FOR THE SOLE BENEFTr OF THOSE CERTIFIED TO AND SHOULD NOT BE RELIED UPON BY ANY OTHER ENTNY, R W RIGHT-OF-WAY B 74. • BENCHMARK 6. DIMENSIONS SHOWN FOR THE LOCATION Or IMPROVEMENTS HEREON SHOULD NOT BE USED TO RECONSTRUCT BOUNDARY LINES. ESMT. « EASEMENT BRAIN, DRAINAGE B.H. • BASE BEARING 7. BEARINGS, ARE BASED ASSUMED DATUM AND ON THE LINE SHOWN AS BASE BEARING (B.B.) U TIL UTILITY 8. CLEVA77CHS, IF SHOWN, ARE BASED ON NATIONAL GEODESIC VERTICAL DAILY OF 1929, UNLESS OTHERWISE NOTED. CLYC' CHAIN LINK FENCE Zi= 9. CERTIFICATE OF AUTHORIZATION A. 4596, WILFC. P.C. VOOD FENCE CONCRETE BLOCK POINT OF CURVATURE SCALE I-- 1- 20'-1 DRAWN BY., P.T. C, DES POINT,DF,TANGENCY DESCR PT ON qD CERTIFIED BY, DATE.___-_....._.. ORDER No. RL RADIUSARCLENGTH PLOT PLAN 01-22-2016 380-18 D DELTA C CHORD C.B. CHORD BEARING I NORTH PUSJJAI.VSCD' THIS BUILDING\PROPERTY DOES NOT LIE WITHIN THE ESTABLISHED 100 YEAR FLOOD PLANE AS PER 'FIRM* EY ER,5-ws 4714 ZONE "XI MAP III 12117CO090 F (09-28-07) R.L.S # 4801 n E2 Filename: PARK 8Q GUND&NCE.zrr Lighting and 3malAppliance/Laundry Circuits - Floor Area 8mAppNo LauodNo Line Neutral 1730 2 I Lighting 8nmmazl/ Standard 5,342 5,242 Optional 9,690 5,342 Ilangeo & Ovens Range No. No? Nameplate Line Neutral I I 8O00 2 O 0 3 0 0 Range/Oven Summary Standard 6,400 4,480 Optional 8,000 4,480 Drl/ero Dryer No. _ ~ DTo Nameplate Line Neutral 1 - _ II 5000 3 O 3 O ^ Dryer Summary Standard 5,000 3,500 / Optional 5,000 3,500 ~ Heatiuq and Cooling: Actual Number I Name M? Ph No Amps Volts VA BP Line Neutral 1 M I I 14,0 240 3,360 O I M I I 2.0 240 480 0 I y8 I I 5.0 240 1,200 0 I l I I 14 240 I 3,360 0 Heat/Cool Summary Standard 8,400 O Optional 8,400 0 i ced AppIiazzoes ' Actual Number = 6 Name M? Ph No Amps Volts VA BP Line Neutral DISP I I 120 600 600 600 DISH I I 120 I200 I,200 1,200ICIlOlI120I2001,200 I'2OO WATER HEATER l I 18.5 340 4 4 O ' O OPT POOL I l 10 240 } , U OPT POOL HEAT I I 31 340 - -- 7,440 0 Fixed Appliance Summary Standard 12,960 2,350 Other Appliances:Jlo naI Number 0 Optional 17,280 2'250 Name M? Pb No Amps Volts VA BP Line Neutral Other Appliance Summary Standard O O Optional 0 O 2596 of Max Motor: ine is Std Only; Neutral for Both Maximum Phase Amps Volts 13 Q 1 14 240 Heat/Cool Phase Amps Volts 1 14 240 Fixed Appl. Phase Amps Volts 0 Other Appl. Phase Amps Volts 0 Max Motor Summary Standard Only 840 0 SUMMARY Standard Line Neutral Total Total 38,942 15,572 Maximum Amperage 162 65 Service Voltage = 240 Service Phase = 1 Optional Line Neutral Total Total 30,388 15,572 Maximum Amperage = 127 65 Service Voltage = 240 Service Phase = 1 Lumber design values are /n accordance with ANSKTP| 1 section 63 These truss designs rely onlumber values established byothers. Podm SiteInformation: ' i P 1.4115 Cu omerInfo: PARK S{)UAREHDK ES Pn e Name: 173U/EXPCK ode|:SUND/K E//u-* Lot/ Block: 42 Subdivision: VVYNOHAMPRESERVE 40' Address: 3956GALTK4ARSH L{){}P Chy:SANFORD State: FLORIDA Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: Liceneo#: Address: City: State: General Truss Engineering Criteria & Design Loads (individual Truss Design Drawings Show Special Loading Conditions): Design Code FBC2017/TP12014 Design MiTck20/208.| Wind Code: /\ 3CE7-10 Wind Speed: 140mph Roof Load: 40Dpa[ Floor Load: 55.0pyf This package includes 41 individual, Truss Design Drawings and UAdditional Drawings. With my seal affixed to this sheet, | hereby certify that | am the Truss Design Engineer and this index sheet conforms hoG1G15-31. UO3. section 5ofthe Florida Board ofProfessional Engineers Rules. The truss druwinA( x)referenced above have been prepared hyMiTck USA, Inc. under my direct supervision based outhe parameters provided byMid-Florida Lumber Acquisitions. Inc.. Truss Design Engineer's Name: Velez, Joaquin K1Ilicense renewal date for the state o[Florida ix February 28,20l9 IMPORTANTNOTE: The seal thesecertificationouwa that the eng eernamed "a^ooumthe pnsdi ctio`<s'identified and that the u=o/ons comply with Aws//Tp/ 1These designs are based vvvn parameters shown (e.o,loads, supports, dimensions, shapes and design omeu).which were givento mnok. Any projectspecific information included /sfor mirek' ucustomers file reference purpose only, and was not taken into account mthe preparation nf these designs. MiTek has not independentlythe applicability wthe design parameters o,the designs for any particular building, Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. WaxUSA, Inc, FLmm6634 January 8ZO|D Velez, Joaquin I of 2 Site Information: Customer Info: PARK SQUARE HOMES Lot/Blook:42 Address: 3856SALTMARSH LOOP Oh/:SANFORD Project Name: 1730A—EXPC Model: NDANCE173O-A Subdivision: WYNDHAM PRESERVE 40' Type T12897991 1730A-EXPC Qty Ply Park Sq/ Sundance-1730-A 2 ida Lumber, Bartow, FL. 8,130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 8 10:18:11 2018 Page 1 ID:3zzrE5595qllBqKdROwR6OYzkwee-12MFid5zWOltxnOLDOrq?xb-by6tP6dgDsVVnS?zxS-w 7-11-11 15-0 22-0-5 30-0-0 7-11-11 7-0-5 7-0-5 7-11-11 1-0-0 Scale = 153.5 4X6 6.00 F1-2- 4 3.4 = 4X6 3X4 4x4 4x4 10-2-3 19-9-13 LOADING (PST) SPACING- 2-0-0 CS1, TCLL 20.0 Plate Grip DOL 1.25 TC 0.75 TCDL 10.0 Lumber DOL 1.25 BC 0.76 BCLL 0.0 Rep Stress Incr YES WB 0.53 BCDL 10,0 Code FBC2017fTP12014 Matrix -MS LUMBER• TOP CHORD 2x4 SP No.2 BOT CHORD 2x4SPNo.1 WEBS 2x4 SP No,3 DEFL. in loc) Well L/d PLATES GRIP Vert(LL) -0.35 8-10 >999 240 MT20 244/190 Vert(CT) -0.50 10-13 >721 180 Horz(CT) 0.06 6 n/a n/a Weight: 137 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 7-1-6 oc bracing. REACTIONS, (Iolsize) 2= 1260/0-8-0, 6= 1 260/G-3-8 Max Horz 2=218(LC 11) Max Uplift 2=-561 (1-C 12), 6=-561 (LC 12) FORCES. d1b) - Max. Comp./Max. Ten. - All forces 250 (11a) or less except when shown. TOP CHORD 2-3=-2096/962. 3-4-1 893/969, 4-5=-1 893/969, 5-6=2096/962 BOT CHORD 2-10=-709/1901, 8-10=-352/1221, 6-8=-728/1821 WEBS 4-8=-343/838, 5-8=-4671387, 4-10=-343/838, 3-10=-467/387 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf: h=25ft, B=45ft, L=24ft, eave=4ft, Cat. III Exp C. Encl., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(l) 2-0-0 to 15-0-0, Exterior(2) 15-0-0 to 18-0-0 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) 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, with BCDL = 10,0psf. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=561,6=561. A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED A41TEK REFERENCE PAGE M11-7473 rev. 1010312015 BEFORE USE. Design valid for use only with ldbTeke connectors This design is based only upon parameters shown and is for an individual budding component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication storage, delivery, erection and bracing of trusses and truss systems. see ANSI[TPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312 Alexandria, VA 22314, Tampa, FL 36610 I Truss A2 Type aty I Ply I Park Sq/ Sundance-1 730-A T12897992 I - loncla Lumber, Bartow, I-L. 8,130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 8 1018:12 2018 Page 1 ID 3zzrE5595qHBqKdROwR6OYzkwee-DFwdwf6bHhRkYxbYnjM3X98CmMSZ8X4qSWFF_RzxS_v 6-9-4____ 13-0-0 17-0-0 23-2-12 30-0-0 21-0-0 6-9-4 -2-12 4-0-0 6-2-12 6-9-4 1-0-0 Scale = 1 52,1 4x8 4X6 13 12 10 9 3x4 = 1,5X4 11 3x4 3x8 = 1.5x4 l 4x4 3x4 = LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defl Lid j PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.53 Ved(LL) 0.11 10-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.66 Vert(CT) -0.21 12-13 >999 180 BCL1- 0.0 Rep Stress Incr YES WB 0.65 Horz(CT) 0.09 7 n/a n1a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS Weight: 157 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-5-13 oc purfins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-2-10 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1260/0-3-8, 7=1260/0-8-0 Max Horz 2=-191(LC 10) Max Uplift 2=-561 (1-C 12), 7=-561 (LC 12) FORCES. (11b) - Max. Comp./Max. Ten. - All forces 250 (11b) or less except when shown. TOP CHORD 2-3=-2223/1087, 3-4=-1610/884, 4-5=-1363/875, 5-6=-16111884, 6-7=-2223/1086 BOT CHORD 2-13=-854/ 1926, 12-13=-854/1926, 10-12=-494/1362, 9-1 0=-866/1925, 7-9=-866/1925 WEBS 3-13=01288, 3- 12=-659/413, 4-12=-165/419, 5-10=-189/420, 6-10=-658/413, 6-9=0/287 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind ASCE 7-10, Vult= 140mph (3-second gust) Vasd=108mphi TCDL=4.2psf, BCDL=3.Opsf; h=25ft, B=45111 L=24ft: eave=4ft, Cat. H: Exp C, Encl., GCpj=0, 181 MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(l) 2-0-0 to 13-0-0, Exterior(2) 13-0-0 to 17-0-0. Interior(1) 21- 2-15 to 31-0-0 zorl for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=561,7=561. A WARNING - Verdi, daniam parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473 rev. 1010312015 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 building designer must verily the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andior 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 Inc fabrication, storage, delurery, erection and bracing of trusses and truss systems, see ANSIrTPH Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Insteurre, 218 N. Lee Street Suite 312, Alexandria, VA 22314, Tampa..FL 36610 Id Type Ply I Park Sq/ Sundance-1730-A T12897993 1730A EXPC IA3 HIP 12 1 1 1 Job Reference o Mid-Flonda Lumber. Barlow, FL- 8.130 s Sep 15 2017 MiTek Industries, Inc, Mon Jan 8 10:18:13 2018 Page 1 ID.3zzrE5595qHBqKdROwR6OYzkwee-hRU?7?7D2?ZbA5AkKRtl4Mgp-loyt3hzhA?oXuzxS_u 5-9-4 11-0-0 15-0-0 19-0-0 24-2-12 30-0-0 31 1-0-0, 5-9-4 5-2-12 4-0-0 4-0-0 5-9-4 1-0-0 Scale = 1 521 4xvi 3X4 = 4X4 4 23 5 246 14 18 11 1 U 4x4 = 1,5X4 3X8 = 4x4 3X8 = 1,5X4 it 4x4 5-9-4 LOADING (psf) TCLL 20,0 TCDL 10.0 BCLL 0.0 BCDL 10-0 LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SPACING- 2-0-0 j CSI. Plate Grip DOL 1.25 TC 0.44 Lumber DOL 1.25 BC 0.65 Rep Stress Incr YES WB 0.37 Code FBC2017FrPI2014 Matrix -MS DEFL. in (loc) Ildefl L/d PLATES GRIP Vert(L) -0,14 11-13 >999 240 MT20 244/190 Vert(CT) -0.31 11-13 >999 180 Horz(CT) 0.09 8 n/a n1a Weight: 157 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-7-14 oc purlins. BOT CHORD Rigid ceiling directly applied or 6-1-4 oc bracing. REACTIONS, (lb/size) 2= 126010-3-8. 8= 126010-3-8 Max Horz 2=1 64(LC 11) Max Uplift 2=-561 (LC 12), 8=-561 (C 12) FORCES. (11b) - Max. Comp./Max. Ten. - All forces 250 (11b) or less except when shown. TOP CHORD 2-3=-2263/1137, 3-4=-1 777/961, 4-5=-1530/934, 5-6=-1530/934, 6-7=-1777/961, 7-8=-2263/ 1137 BOT CHORD 2- 14=-911/1970, 13-14=-91111970, 11-13=-662/1616, 10-11 =-923/1970, 8-1 0=-923/1970 WEBS 3-13=-519/360, 4-13=-227/509, 5-13=-2591149, 5-11 =-2591149, 6-11 =-227/509, 7-11 =-5191360 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3,Opsf. h=25ft, B=45ft, L=24ft, eave=4ft, Cat. 11, Exp C, Encl., GCpj= 0,18; M\AIFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(l) 2-0-0 to 11-0-0, Exterior(2) 11-0-0 to 23-2-15, Intenor(l) 23-2-15 to 31-0-0 zone,C-C for members and forces & MWFRS for reactions shown. Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding, 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 1 O.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ito uplift at joint(s) except Ot=lb) 2=561, 8=561 . AWARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE )1,111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with Walker connectors, This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the fabrication storage delivery, erection and bracing oftmsses and truss systems, see ANSlrTPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate insignia, 218 N. Lee Street, Suite 312 Alexandria, VA 22314, j Tampa, FL 36610 Type I oty Ply Park Sq/ Sundance-1 730-A i IT12897994 Florida Lumber, Bartow, FL, 8.130 s Sep 15 2017 MiTek Industnes, Inc. Mon Jan 8 10 18 14 2018 Page I ID.3zzrE5595qHBqKdROwR6OYzkwee-9d2NLL8roJhRoFlwu8OXcaDZM96hcXZ7vqkM3KzxS_t 15-0-0 25-2-12 31-0-0tt +--2-1 --0-0- `— 0-0, 4-9-4 4-2-12 6-0-0 6-0-0 4-2-12 4-9-4 1-0-0 Scale = 1 521 4x8 = I 5x4 11 4x8 4 21 22 5 23 24 6 13 — 11 10 4x4 = 3x4 = 3x4 = 3x4 = 4.4 3X8 0-0 ----------- Elgrte Offsets (XY- L 05=40 0 j6 0 5-402DL - LOADING (pst) SPACING. 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20,0 1 Plate Grip DOL 1,25 TC 0.46 Verl(LL) -0.16 10-19 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.81 Vert(CT) -0.35 10-19 >999 180 BC1-L 0.0 Rep Stress Inch YES M 0.27 Horz(CT) 0,09 8 n/a n/a BCDL 1010 Code FBC20171TPI2014 4 Matrix -MS Weight: 150 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No-2 TOP CHORD Structural wood sheathing directly applied or 3-6-15 oc purlins. BOT CHORD 2x4 SP No,2 BOT CHORD Rigid ceiling directly applied or 5-10-15 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2= 1260/0-3-8, 8= 126010-3-8 Max Harz 2=1 37(LC 11) Max Uplift 2=-561 (1-C 12), 8=-561 (LC 12) FORCES, (11h) - Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-2248/1210, 3-4=-1951/1039, 4-5=-2021/1160, 5-6=-2021/1160, 6-7=-1951/1039, 7-8=-2248/1210 BOT CHORD 2-13=-98811986, 11-13=-70811696, 10-11 =-719/1696, 8-1 0=-998/1986 WEBS 3-13=-348/319, 4-13=-101/411, 4-1 1=-259/503, 5-11 =-414/312, 6-11 =-259/503, 6- 10= 101/411.7-10=-349/319 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=25fL 6=45ft: L=24ft, eave=4ft, Cat. ft: Exp C: Encl., GCpi=O.l 8. MVVFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0. Interior(1) 2-0-0 to 9-0-0, Exterior(2) 9-0-0 to 25- 4-11, Interior(1) 25-4-11 to 31-0-0 zone:C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 Ild uplift at joint(s) except Ot=lb) 2= 561,8=561, AWARNING, Verity design P.—O.- and READ NOTES ON THIS AND INCLUDED A41TEK REFERENCE PAGE 11111,7473 ray. 1010312015 BEFORE USE. Design valid for use only with MiTekT, connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss syslem. Before use, the building designer must verity the applicability of design parameters and property incorporate this design to the overall building design. Bracing indicated ,s to prevent buckling of individual truss web and/or chord members only. Additional temporary and parinumem bracing is always required for stability and to preverd, collapse with possible personal injury and property damage. For general guidance regarding the fabrication storage delivery, erection and bracing of trusses and press systems, see ANSIFTIP11 Quality Criteria, DS"9 and BCSI Building Component 6904 Parke East Blvd. Safety information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alezandua. VA 22314, Tampa, FL 36610 Job - Type y S a nGe-1730-A i T12897111], 1730A EXPC IA5 IHIP 1 JQtLRefen _enceJo opjopall _ Mid - Florida Lumber, T Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 8 10:18,15 2018 Page 1 ID: 3zzrE5595qHBqKdROwR6OYzkwee-dqclYh8TZcplPPK7Ssvm9nmdJZPKLvqG8UUvbmzxS_s 0- 03--4 9-47-0-0 12-9 17-7-7 23-0-0 26-2-1 2 30-0-0 0-0 1Q1-03-9- 43-2-12 5-4-9 5-2-13 5-4-9 ---------------- 3-2 - 1 3-9-4 1 _i3_o Scale = 1 52 1 4.10 3x4 = 1. 5X4 it 4x10 4 20 21 22 5 23 24 25 6 2627 28 7 15 14 12 V. 11 3x8 % 3x4 4x4 = 6X6 4x8 = 3x4 = 3. 8 12-4- 9 17- 7-7 2M-0 LOADING (psf) SPACING- 2- 0-0 CS1. DEFT- in (loc) I/defl L/d TCLL 20-0 Plate Grip DOL 1,25 TC 0.96 Vert(ILL) 0.29 12-14 999 240 TCDL 10.0 Lumber DOL 1.25 i i BC 0.98Vert(CT) 0.51 12-14 700 180 BCLL 0,0 Rep Stress Incr NO I WB Q58 Horz(CT) 0,14 9 n/a n/a BCDL 10.0 Code FBC2017/TP12014 I Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except* TOP CHORD 4-7: 2x4 SP No.11D BOT CHORD BOT CHORD 2x6 SP No.2 WEBS 2x4 SP No. 3 REACTIONS. (lb/size) 2= 2193/0-3-8, 9=2193/0-3-8 Max Herz 2=109( 1_C 6) Max Uplift 2=-898( LC 8), 9=-898(LC 8) FORCES. (lb) - Max. Comp./ Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=- 4438/1752, 3-4=-4244(1664, 4-5=-5042/2030, 5-6=-5034/2025, 6-7=-5034/2025, 7-8=-424511665, 8- 9=-4439/1752 BOT CHORD 2-15- 147213945, 14-15=-132813793, 12-14=-1827/5042, 11-12=-1329/3794, 9-11 =-1 473t3946 WEBS 3-15=-261/ 166. 4-15=-112/659, 4-14=-59411532, 5-14=-624/384, 6-12=-606/389, 7-12=-58711521, 7-1 1=-1 15/662, 8-1 1=-261/166 PLATES GRIP MT20 244/190 Weight. 176 lb FT = 20% Structural wood sheathing directly applied. Rigid ceiling directly applied or 5-5-13 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsfi h=25ft: B=45111L L=24ft, eave=4ft, Cat. III Exp C, Encl.. GCpi= 0.181 MWFRS (directional), Lumber DOL=1,60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint($) except (jt=lb) 2=898,9=898. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 193 lb down and 211 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 11-0-12, 97 lb down and 106 lb up at 13-0-12, 97 lb down and 106 lb up at 15-0-0, 97 lb down and 106 lb up at 16-11-4, 97 lb down and 106 lb up at 18-11-4, and 97 lb down and 106 lb up at 20-11-4. and 193 lb down and 211 lb up at 23-0-0 on top chord, and 305 lb down and 97 lb up at 7-0-0, 66 lb down at 9-0-12. 66 lbdown at 11-0-12, 66 lb down at 13-0-12, 66 lb down at 15-0-0,661bdown at 16-11-4, 66 lb down at 18-11-4, and 66 Ilp down at 20-11-4,and 3O5lbdown and 9711pupat 22-11-4on 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 lncrease=1.25 WARNING - Verity design p.rameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE A411-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekO connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design temporary Bracing indicated is to prevent buckling ofindividualtrussweband/or chord members only, Additional temporaand permanent bracing is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the i NOR fabrication, storage dairy", erection and bracing of trusses and truss systems, see ANSIFpPI1 Quality Criteria, DSB-89 and BCSI Building Component Tamp Parke East Blvd, Safety Information available from Truss Plate Institute 218 N Lee Street, Suite 312 Alexandria VA 22314 Tamp. FIL 36610 Job 'Truss I 1730A EXPC 'A5 Mid Flonda Lumber. Bartow. FL. Type Oty Ply I Park Sq/ Sundance-1730-A T12897995 I 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 8 10 18:15 2018 Page 2 ID:3zzrE5595gHBgKdROwR6OYzkwee-dgclYh8TZcplPPK7Ssvm9nmdJZPKLvgG8UUvbmzxS_s LOAD CASE(S) Standard Uniform Loads (plf) Vert: 1-4=60, 4-7=-60, 7-10=-60, 2-9=-20 Concentrated Loads (Ib) Vert: 4=146(1`) 7=-146(F) 15=-305(F) 11=-305(F) 20=97(1`) 21=-97(F) 23=-97(F) 24=-97(F) 25-97(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)35=41(F) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MIF7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTeke, connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andior chord members only. Additional temporary and permanent bracing pow, is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication. storage delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandra, VA 22314, Tampa. Ft_ 36610 Job !Truss Truss Type JCity !Ply I Park Sq/ SundanGe-1 730-A 1730A—EXPC A6 !SPECIAL 1 T12897996 nda Lumber. Barlow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc, Mon Jan 8 10 18,16 2018 Page 1 ID:3zzrE5595qHBqKdROwR6OYzkwee-5OA81195Kwx9lZvJOZQ?i?lwnzny4ONQN8DS7CzxS—r 1 M-0 12-0-0 16-6-0 21-0-0 25-2-12 30-0-0 1-0-0 5-6-4 4-11-12 1 Zo 4-6-0 4-6-0 r 4-2-12 4-94 1-0-0 4.4 11 4 4x4 = 4x4 = Scale = 1 53o 0 11? 16 13 11 3x4 = 3x4 = 5X8 = 3x4 = 3x8 = 4x4 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Vert(LL) 0.15 11-13 >999 240 MT20 244/190 TCDL 10'0 Lumber DOL 1.25 BC 0.89 Vert(CT) -0,35 11-13 >999 180 1 BCLL 0.0 Rep Stress Incr YES I WB 0,50 Horz(CT) 0.09 9 n/a bra BCDL 10'0 Code FBC2017/TP12014 ^ Matnx-MS Weight, 156 to FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-9 oc purfins. BOTCHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-1-6 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2= 1260/0-3-8, 9= 1260/0-8-0 Max Horz 2=-157(LC 10) Max Uplift 2=-561 (LC 12), 9=-561 (LC 12) FORCES. (11b) - Max. Comp./Max. Ten, - All forces 250 (D) or less except when shown. TOP CHORD 2-3=-2265/1092, 3-4=-2201/1173, 4-5=-2163/1187, 5-6=- 1914/1046, 6-7=- 17071943, 7-8=-1955/980, 8-9=225411135 BOT CHORD 2-14=-860/1975, 13-14=-592/1557, 11-13=-824/1961, 9-11 =-932/1991 WEBS 3-14 =-313/280, 4-14=-319/558, 4-13=-669/1 313, 5-13=- 1059/613, 6-11 =-368/255, 7-11 =-250/614, 8-11 =-351/291 NOTES- 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, h=25ft; B=45ft; L=24ft, eave=4ft, Cat. II; Exp C, Encl., GCpi=0.18; MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 10-6-0, Extenor(2) 10-6-0 to 24-0-0, Interior(l) 24-0-0 to 31-0-0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=561, 9=561. A WARNING - Verity design p.mmin— and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MtTe) connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall i building design, Bracing indicated is to prevent buckling of individual truss web and/or 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 fabrication, storage, delivery, erection and bracing of trusses and truss systems..a- ANSirTPI1 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, 11 Tampa FL. 36610 Type Ply I Park Sq/Sundance-1730-A T12897997 173OA-EXPC A7 nda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jar) 8 10 18 17 2018 Page 1 ID:3zzrE5595qHBqKdROwR6OYzkwee-ZCjWzMAj5E30fiUVZGyEECry8N5kpkXZbozOgfzxS_q 14-0-0 18-6-0 23-0-0 26-2-12 30-0-0 1-0-0 T I-c-0 5-6-4 4-11-12 3-6-0 4-6-0 4-6-0 33-g-4 1-0-0 Scale = 1 510 4,, A 11 17 16 15 13 -- 12 11 US = 2. 4 4x8 = 2X4 I. 6x6 = 7x8 = 7x6 2x4 II 3X10 5- 6-4 10-6-0 14-0-0 18-6-0 23-0-0 26-2-12 30-0-0 4 6- 0 0 A- 3 -r14 Plate Offsets LX Y5 0--A LOADING (psf) SPACING- 2-0-0 CSL DEFL. in (loc) I/defi Lid PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 1.00 Vert(LL) 0.30 12-13 >999 240 MT20 244/190 TCDL 10. 0 0) LumberDOL 1.25 BC 0.98 Vert(CT) -0.58 12-13 >621 180 MT20HS 187/143 BCLL 0 Rep Stress Incr 0 WB 0.95 Horz(CT) 0.12 9 n/a n. - BCDL 10. 0 Code FBC2017ITP12014 Matrix -MS Weight. 184 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x6 SP No,2 *Except* BOT CHORD Rigid ceiling directly applied or 5-10-2 oc bracing, 9-14: 2x6 SP DSS WEBS 1 Row at midpt 5-16 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1847/0-3-8, 9=275710-8-0 Max Horz 2=- 157(LC6) Max Uplift 2=- 729(LC 8), 9=-997(LC 8) FORCES. (11b) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2- 3=-3627/1332, 3-4=-3174/1196, 4-5=-3138/1202, 5-6=-5703/2018, 6-7=-5703/2018, 7-8=-5748/ 1964, 8-9=-557711910 BOT CHORD 2- 17=-1078/3207. 16-17=-1078/3207, 15-16=-160114892, 13-15=-1604/4897, 12-13=-1565/ 5034, 11-12=-1615/4964, 9-11=-1615/4964 WEBS 3-16=- 526/282, 4-16=-898/2505, 5-16=-2981/1086, 5-13=-471/1134, 6-13=-293/21 1, 7-13=-316/ 844, 7-12=-446/1681, 8-12=-319/296, 8-11 =-358/163 NOTES- 1) Unbalanced roof live loads have been considered for this design, 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCIDL=4.2psf: BCDL=3.Opsf: h=25ft, B=45ft; L=24ft, eave=4ft, Cat. ll; Exp C, Encl., GCpi=0.181 MWFRS (directional) Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) All plates are MT20 plates unless otherwise indicated, 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=729, 9= 997. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 242 lb down and 211 lb up at 23-0-0 on top chord, and 1634 lb down and 445 lb up at 21-1-8, and 305 lb down and 97 Ito up at 22-114 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 (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=l .25, Plate lncrease=1.25 Uniform Loads (plo Vert: 1-4=- 60, 4-5=-60, 5-7=-60, 7-1 0=-60, 2-9=-20 Concentrated Loads (lb) Van: 7=-146( F) 12=-305(F) 22-1634fl A WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 be, 1010312015 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, net a truss system. Before use, the building designer must venty 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 arnPor chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the Nil fabrication storage, delivery, erection and bracing of busses and truss systems, see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 36610 Ply !,Park Sq/ Sundance-1 730-A T12897998 173OA—EXPC IB1 I Truss Type COMMON coda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 8 10:18:17 2018 Page 1 ID:3zzrE5595qHBqKdROwR6OYzkwee-ZCjWzMAi5E30fiUVZGyEECr6cNCopwTZbozOgfzxS_q 1 -0-0 5-6-4 22-0-0 1- - ----------- 10--6-0 1-0-0 5-6-4 4-11-12 4-11-12 5-6-4 1-M Scale = 1 381 4x4 3x4 = 3x4 = 3x4 = 3x4 = 3x4 = LOADING (psf) SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 TCDL 10.0 Lumber DOL 1.25 BC 0.53 BCLL 0.0 Rep Stress Incr YES WB 019 BCDL 10.0 Code FBC2017FFP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No,2 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=900/0-8-0, 6=900/0-8-0 Max Horz 2=-157(LC 10) Max Uplift 2=41 1 (LC 12), 6=41 1 (LC 12) FORCES. (11b) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1451/688, 3-4=-1302/682, 4-5=-1302/682, 5-6=-1451/689 BOT CHORD 2-10=-498/1264, 8-10=-247/836, 6-8=-522/1264 WEBS 4-8=-237/501, 5-8=-324/279, 4-1 0=-237/501, 3-1 0=-324/279 DEFL. in (loc) Ildefl L/d PLATES GRIP Verl(1-1-) -0.06 8-16 1999 240 MT20 244/190 Vert(CT) -0.15 8-16 >999 180 Horz(CT) 0.04 6 n/a n1a Weight: 97 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-7-1 oc purfins. BOT CHORD Rigid ceiling directly applied or 8-1-3 oc bracing. NOTES- 11 Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10: VuI1=1 40mph (3-second gust) Vasd=108ntl TCDL=4.2psf, BCDL=3.Opsf, h=25ft; B=451`1; L=24ft: eave=4ft, Cat. It Exp C. Encl., GCpi=O.l 8, MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0, Interior(l) 2-0-0 to 10-6-0, Exterior(2) 10-6-0 to 13-6-0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1 .60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 In uplift at joint(s) except Ut=lb) 2=411,6=411, WARNING - Vionify design Parameters and READ NOTES ON THIS A No INCLUDED MITEK REFERENCE PAGE MX 7473 rev. 1010312015 BEFORE USE. Design valid for use only with Wake connectors, This design is based only upon parameters shown, and is for an individual building component, not a truss system, before use, the building designer must verily the applicability of design parameters and properly incorporate this design into the overall i building design temporaryBracingindicatedistopreventbucklingofindividualtrussweband/or chord members only. Additional temporaand permanent bracing s always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the Pow fabrication, storage, delivery, erection and bracing of trusses and truss systems, sea ANSIFTIPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312. Alexandria, VA 22314, Tampa, FL 36610 Truss Truss Type I A COMMON umber, Barlow, FL. 1-0-0 5-6-4 10-6-0 5-6-4 4-11-12 oty Ply Park Sq/ Sundance-1730-A 1 1 T12897999 8130 s Sep 15 2017 MiTek Industries, Inc. Mon ,tan 8 10:18:18 2018 Pagel ID:3zzrE5595qHBqKdROwR6OYzkwee-lOHuAiBMsXBtGs2h7—T-1-nQOHEmXzYMgiqSiZC5zxS_p 4X4 = 4 4-11-12 3x4 = 3x4 = 3x4 = 5-6-4 Scale= 1 :37,5 3x4 = 3x4 — LOADING (psf) SPACING- 2-0-0 i CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.34 Vert(LL) 0.07 7-12 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.15 7-12 >999 180 BCLL 0.0 Rep Stress Incr YES VVB 0.19 Horz(CT) 0-04 6 n/a n/a BCDL 10.0 Code FBC2017fTP12014 Matrix -MS Weight: 95 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-6-3 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 7-8-9 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 6=839/Mechanical, 2=901/0-3-8 Max Horz 2=1 55(LC 11) Max Uplift 6=-346(LC 12), 2=-413(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1454/697,34=-1305/1588, 4-5=-1310/715,5-6=-1460/723 BOT CHORD 2-9=-552/1267, 7-9=-278/839, 6-7=-553/1274 WEBS 4-7=-243/508, 5-7=-328/282, 4-9=-235/501, 3-9=-324/280 NOTES- 1 ) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vas&108mph; TCDL=4.2psf, BCDL=3.Opsf, h=25ft: B=45ft, L=24ft: eave=4ft ' Cat. 11: Exp C, Encl., GCpi=0,18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, interior(1) 2-0-0 to 10-6-0, Exterior(2) 10-6-0 to 13-6-0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (j1=1b) 6=346,2=413. WARNING - Verity design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1114473n., 1010312015 BEFORE USE, Design valid for use only with MiTelelb connectors. This design is based only upon parameters shown, and is for an individual building Component, not a truss system, Before use. the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing s is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabdualson, storage, dairy", erection and bracing of trusses and truss systems, see ANSlrTPll Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 218 N, Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 1Y Truss --7Trus, Type Cry Park Sq! Sundance-1 730-A I - i I 7-T12898000 b 1:1730A EXPC IHIP Jot; RqIranee . tjqrj1 Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek industries, Inc. Mon Jan 8 10:18:19 2018 Page 1 ID:3zzrE5595qHBqKdROwR6OYzkwee-WbrGO2C_drJkuOduhh_iJdwPuArbHp5s36S6kXzxS_o 9-0-0 12-0-0 16-2-12 21-0-0 22-M 1-0-0 4-9-4 4-2- t—' 4 -12 3-0-0 4-2-12 -4 Scale = 1 37.5 4x4 = 4x8 4 18 19 5 I 4x4 = 3XI3 = 5X5 = 4x4 — 9-0-0 LOADING (psf) SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1_25 TC 0,47 TCDL 10.0 Lumber DOL 1.25 BC 0.70 BCLL 0.0 Rep Stress Incr YES WB 0.18 BCDL 10.0 Code FBC2017ITP12014 Matrix -MS 12-0-0 DEFL. in (loc) I/defl L/d Ver(l-L) -0.15 10-13 >999 240 Vert(CT) -0.32 10-13 >780 180 Horz(CT) 0.04 7 n/a n/a LUMBER- BRACING - TOP CHORD 2x4 SP No,2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=900/0-8-0, 7=900/0-8-0 Max Herz 2=-1 37(LC 10) Max Uplift 2=-41 1 (1-C 12), 7=-41 I(LC 12) FORCES. (11b) - Max, Comp./Max. Ten. - All forces 250 01b) or less except when shown. TOP CHORD 2-3=-1461/815, 3-4=-11491638, 4-5=-974/634, 5-6=1 156/643, 6-7-1462/815 BOT CHORD 2-10=-637,11288, 9-10=-359/971, 7-9=-647/1288 WEBS 3-10=-370/329, 4-10=-130/321, 5-9=-121/317, 6-9=-366/326 R, 6 21- 0-0 PLATES GRIP MT20 244/190 Weight: 104 lb FT = 20% Structural wood sheathing directly applied or 4-6-1 oc purlins. Rigid ceiling directly applied or 7-3-15 oc bracing. NOTES- 1 ) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psfT BCDL=3.Opsf: h=25ftL B=45ft; L=24ft, eave=4ft, Cat. 11. Exp C, Encl., GCpi=0.181 MWFRS (directional) and C-C Extenor(2) -1-0-0 to 2-0-0. Intenor(l) 2-0-0 to 9-0-0. Exterior(2) 9-0-0 to 12- 0-0, Intenor(l) 16-4-11 to 22-0-0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL= 1.60 3) Provide adequate drainage to prevent water pond Ing. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 6) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2= 411,7=411. WARNING - V.1flyd-ighren-ared—nd READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473ol, 10/O312015 BEFORE USE. Design valid for use only with MiTel,19cormeclars, This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication, storage. delivery, erection and bracing of trusses and truss syslanux set ANSIrTPIl Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suit 312..Alexandria..VA 22314, Tampa FL 36610 Truss iTruss Type Qly Ply ;Park Sq/ Sundance-1 730-A T12898001 1730A EXPC IB2A HIP 1 i NFid F-16 ida Lumber, B a rGw_TL_. &130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 810:18.202018 Page 1 pb Reference p— ID:3zzrE5595qHBqKdROwR6OYzkwee-_nPebOCcOgRbWAC4FPVxsrTaeaBqOGJ?ImBgG_zxS_n 9-0-0 2-0-0 -2-12 21 -0-0 4-9-4 4-2-12 3-0-0 4-2-12 4-9-4 Scale = 1 36.5 4 4x4 4x8 17 4x4 = 3x8 = 5x5 — 4X4 — 12-0-0 6 6 LOADING (psfO) SPACING- 2-0-0 CSL DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) -015 9-15 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.70 Verl(CT) -0.32 9-15 >780 180 BCLL 00 Rep Stress Incr YES WB 0.18 Horz(CT) 0.04 7 n/a n/a BCDL 10.0 Code FBC2017rrPI2014 Matrix -MS Weight: 102 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-5-4 oc puffins. BOT CHORD 2x4 SP No BOT CHORD Rigid ceiling directly applied or 7-1-1 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 7=839/Mechanical, 2=901/0-3-8 Max Herz 2=1 35(LC 11) Max Uplift 7=-346(LC 12). 2=-413([_C 12) FORCES, (to) - Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1464/827, 3-4=1 152/650, 4-5=977/645, 5-6=-1162/658, 6-7=-1472/821 BOT CHORD 2-9=-691/1290, 8-9=-383/976, 7-8=-673/1299 WEBS 3-9=-370/328, 4-9=-131/321, 5-8=-125/319, 6-8=-372/331 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=4,2psfi BCDL=3,Opsf, fi=2511; 6=45111 L=24ft, eave=4ft, Cat. It, Exp C: End., GCpi=0.18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(l) 2-0-0 to 9-0-0, Exterior(2) 9-0-0 to 12-0-0, Interior(1) 16-4-11 to 21-0-0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 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 100 to uplift at joint(s) except 0=1b) 7=346,2= 411 AWARNING- V.6h, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473,- 1010312015 BEFORE USE, Design valid for use only with We0connectors, This design is based only upon parameters shown and is for an individual building component. not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and properly damage For general guidance regarding the formation storage..delivery, erection and bracing of masses and truss systems, see ANSVTPIl Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute 218 N. Lee Street. Suite 312, Alexandria VA. 22314, Tampa, FL 36610 Truss Type Oty Ply Park Sq, Sundance-1730-A T12898002 6 ; B3 P Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 8 10:18:21 2018 Page 1 ID:3zzrE5595qHBqKdROwR6OYzkwee-Szz1pkDE9SZS7KnGo60AP20ni_Vollx9WoxDpQzxS_m 0-0 7-0-0 10-6-0 14-0-0 17-2-12 21-0-0 22-0-0 1-0-0 3-9-4- Aj 3-2-12 3-6-0 3-6-0 3-2 12 3-9-4 1-0-0 Scale = 1 : 37.5 4x8 = 1.5x4 11 4x8 4 19 20 5 21 22 6 4x4 = 3x4 = 5.8 = 3X4 = 4x4 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in loc) I/defl L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0,32 Vert(L) 0.12 11 999 240 TCDL 10,0 Lumber DOL 1.25 BC 0.78 Vert(CT) 0,21 11 999 180 BCLL 0.0 Rep Stress Incr NO WB 0.22 Hor7(CT) 0.08 8 n1a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MS T41 6 PLATES GRIP MT20 244/190 Weight: 108 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-6 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 6-1-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2= 1557/0-8-0, 8= 1557/0-8-0 Max Harz 2=109(LC7) Max Uplift 2=-651 (LC 8), 8=-651 (LC 8) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (11b) or less except when shown. TOP CHORD 2-3=-294611171, 3-4=-2740/1082, 4-5=-2720/1132, 5-6=-2720/1132, 6-7=-2740/1082, 7-8=- 2946/1171 BOT CHORD 2-12=-953/2608, 11-12=-803/2430, 10-11 =-803/2430, 8-1 0=-95312608 WEBS 3- 112=-284/174, 4-12=-106/587, 4-1 1=-201/462, 5-1 1=-463/312, 6-1 1=-201/462, 6-10=- 106/587, 7-10=-285/174 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: lh=25ft; B=45ft; L=24ft; eave=4ft, Cat. 11, Exp C, Encl., GCpP:0.18, MWFRS (directional): Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending, 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=651, 8=651. 7) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated loads) 193 lb down and 210 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 10-6-0. and 97 lb down and 106 lb up at 11-11-4, and 193 lb down and 209 lb up at 14-0-0 on top chord, and 305 lb down and 97 lb up at 7-0-0. 66 lb down at 9-0-12, 66 lb down at 10-6-0. and 66 lb down at 11-11-4. and 305 to down and 97 lb up at 13-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (6), LOAD CASE( S) Standard 1) Dead + Roof Live (balanced). Lumber lncrease=1.25, Plate lncrease=1.25 Uniform Loads ( plf) Vert: 1- 4=-60, 4-6=-60, 6-9=-60. 13-16=-20 Concentrated Loads ( to) Vert: 4- 146(F) 6=-146(F) 12=-305(F) 11 =41 (F) 5=-97(F) 1 0=-305(F) 19=-97(F) 22=-97(F) 23=4 1 (F) 24=41 (F) A WARNING, Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml47473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTeklD connectors This design is based only upon parameters shown, and is for an individual building component, not a truss m sssystem. Before use the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andior 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 abncation, storage, delivery, erection and bracing of busses and truss systems. see ANSItTPII Quality Criteria, DSB-89 and BCSI Building Component 1 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. 1 Tampa, FL 36610 Job 'Truss :Truss Type aty Ply i Park Sq/ Sundance-1 730-A T12898003 173OA-EXPC B3A (HIP Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 8 10:18:22 2018 Page 1 ID:3zzrE5595qHBqKdROwR6OYzkwee-wAXP04EswmhJIUMTMqXPxGYylDrrUgAll4hnLszxS_I 1-0-0 3-9-4 7-0-0 10-6-0 2 -0-9 3-9-4 L-t - 3-94 3-6-0 3-2-12 3 9-4 Scale = 1 37,4 4x8 = 1.5x4 11 4x8 4 18 19 5 20 21 6 4.4 =- 3x4 — 5x8 = 3x4 = 4x4 — T— LOADING (psh SPACING- 2-0-0 CS1. DEFL. in loc) Ildefi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,33 Ven(l-L) 0.12 10 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.79 Vert(CT) -0.21 10 >999 180 BCLL 0.0 Rep Stress Incr NO WB 0.22 Horz(CT) 0.08 8 n/a n/a Matrix -MSBCDL10.0 Code FBC2017rTP12014 Weight: 106 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-1 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-10-13 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 8=1495/Mechanir-al, 2=1558/0-3-8 Max Horz 2=108(LC 7) Max Uplift 8=-586(LC 8), 2=-653(LC 8) FORCES. (lb) - Max. Comp./Max, Ten. - All forces 250 (11b) or less except when shown. TOP CHORD 2-3=-2949/1175, 3-4=-2743/1086, 4-5=-2724/1138, 5-6=-2724/1138. 6-7=-2748/1092, 7-8=-2959/1188 BOT CHORD 2-11 =-992/261 1, 10-11 =-84312433, 9-1 0=-847/2436, 8-9=-1 007/2622 WEBS 3- 11 =-284/174, 4-11 =-1 07/587, 4-1 0=-202/463, 5-1 0=-464/323, 6-1 0=-210/46 1, 6-9=- 1 16/589. 7-9=-293/186 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; rr=2511; B=45fti L=24111 eave=,fft, Cat. 11: Exp C: 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 20.0jasf 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 100 lb uplift at joint($) except (jt=lb) 8=586, 2=653. 8) Hanger( s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 193 lb down and 209 lb up at 7-0- 0, 97 to down and 106 lb up at 9-0-12, 97 lb down and 106 lb up at 1 D-6-0, and 97 lb down and 106 lb up at 11 -11-4, and 193 lb down and 209 Ib up at 14-0-0 on lop chord, and 305 lb down and 97 lb up at 7-0-0, 66 lb down at 9-0-12, 66 lb down at 10-6-0, and 66 lb down at 11-11-4, and 305 lb down and 97 lb up at 13-11-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (8). LOAD CASE( S) Standard 1) Dead + Roof Live (balanced) Lumber Increase=1.25. Plate lncrease=1.25 Uniform Loads ( pit) Vert 1- 4=-60, 4-6=-60, 6-8=-60, 12-15=20 Concentrated Loads ( lb) Vert. 4=- 146(F) 6=-1 46(F) 11 =-305(F) 10=-41 (F) 5=-97(F) 9=-305(F) 19=-97(F) 21 =-97(F) 22=-41 (F) 23=-41 (F) A& WARNING, Valify design P—duir— and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 re, 1010312015 BEFORE USE. Design valid for use only with MiTeke connectors. This design is based only upon parameters shown, and is for an individual building component. not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web arid/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 If fabrication, storage delivery, erection and bracing of trusses and truss systems, see ANSIrTPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandra, VA 22314, Tampa, FL 36610 Job Truss 173OA—EXPC C 1 Mid -Florida Lumber, Barlow, FL. I 3x4 = uss Type OMMON 4-10-0 Qty Ply Park Sq, Sundance-1730-A 1 T12898004 8,130 s Sep 15 2017 Milek Industnes, Inc, Mon Jan 8 10 18 23 2018 Page 1 ID:3zzrE5595qHBqKdROwR6OYzkwee-OM5nDQFUh4pANdxfwX2eUT579nJzDeIR_kQKtlzxS_k 4-2-0 4x4 = 3 Scale = 1 19.9 4-10-0 4-10-0 a- -0 LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,33 Vert(LL) 0,03 6-9 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.29 Vert(CT) -0.04 6-9 >999 180 BCLL 0.0 Rep Stress Incr YES WB OM Horz(CT) 0.00 5 n1a Bra BCDL 10.0 Code FBC2017f1 P12014 Matrix -MP Weight. 36 to FT = 20% LUMBER. BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purfins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. WEBS 2x4 SP No.3 SLIDER Right 2x4 SP No,3 1-10-10 REACTIONS. (lb/size) 2=418/0-8-0,5=352/0-1-8 Max Horz 2=74(LC 11) Max Uplift 2=-214(LC 12), 5=-1 43(LC 12) FORCES. (lb) - Max. Comp,/Max. Ten. - All forces 250 (11h) or less except when shown. TOP CHORD 2-3=-445/296, 3-5=-383/324 BOT CHORD 2-6=-186/342, 5-6=-186/342 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph: TCIDL=4.2psf; BCDL=3.Opsf: h=25ft, 6=45ft, L=24ft, eave=4ft, Cat. 11: Exp C, Encl., GCpj=0.18, MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(l) 2-0-0 to 4-10-0, Extenor(2) 4-10-0 to 7-10- 0 zone,C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, 5) 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 at joint(s) 5. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except Ot=lb) 2=214, 5=141 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. A0, WARNING, Verify design p—ra.l.r. and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M&7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTeklD connectors, This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web angler chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse will) possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery erection and bracing of trusses and truss systems, see ANSIfTPI1 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 Alexandrui, VA 22314, Tampa. FL 36610 ID:3zzrE5595qHBqKdROwR6OYzkwee-OM5nDOFUh4pANdxfwX2eUT58mnLgDfAR_kQKtlzxS_k 2-4-0 6-0-0 9-0-0 1 — i --4--9-1-0 2-4-0 3-8-0 3-0-0 1-0-0 4x8 = 00F1 2 LOADING (psf) i SPACING- 2-0-0 CS1. TCLL 20.0 i Plate Grip DOL 1,25 TC 0,29 TCDL 10.0 i Lumber DOL 1.25 BC 0.18 BCLL 0.0 * ii Rep Stress Incr NO WE 0.05 BCDL 10.0 i Code FBC2017ITP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 SLIDER Left 2x4 SP No,3 1-10-10 REACTIONS. (lb/size) 1 =392/0-1-8, 5=453/0-8-0 Max Horz 1=-55(LC8) Max Uplift 1 =-1 90(LC 8), 5=-247(LC 8) 16 FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-3--508/275, 3-4=-524/270, 4-5=-6151287 BOT CHORD 1-8=-180/433, 7-8=-179/438, 5-7=-209/517 Ax4 DEFL. in (loc) I/defi L/d Verl(LL) &01 7-8 >999 240 Verl(CT) -0.02 7-8 >999 180 Horz(CT) 0.01 5 n/a n/a Scale= 1 19.3 2x4 PLATES GRIP MT20 244/190 Weight: 41 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or I G-0-0 oc bracing. NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf, BCDL=3.Opsf, h=25ft, B=4511L L=24ft, eave=4ft, Cat. II; Exp C, Encl., GCpj=0,181 MWIFRS (directional), Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water pending. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Bearing at joint(s) 1 considers parallel to grain value using ANSI/TPl I angle to grain formula. Building designer should verify capacity of bearing surface, 7) Provide mechanical connection (by others) of truss to bearing plate at joint(s) I 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 0=1b) 1 =1 90, 5=247. 9) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0.500in. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 55 to down and 175 lb up at 2-4-0. and 7 lb down and 74 to up at 4-2-0, and 58 lb down and 155 to up at 6-0-0 on top chord. and 18 lb down and 21 lb up at 2-4-01 and 9 lb down and 8 lb up at 4-2-0, and 20 lb down and 8 lb up at 5-11-4 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=l .25 Unrforrn Loads (plo Vert 1-3=-60, 3-4=-60, 4-6=-60, 9-13=-20 Concentrated Loads (lb) Vert. 3=-1 1 (F) 4=-1 1 (F) 8=-1 8(F) 7=-20(F) 16=-5(F) 17=-9(F) WARNING - Viself, design Parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev, 1010312015 BEFORE USE Design valid for use only with MiTeMn connectors. This design is based only upon parameters shown and is for an individual building component not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the I fabrication, storage, delivery, erection and bracing of trusses and truss systems, ANSIrTTI1 Quality Criteria, DSB-89 and EICSJ Building Component 6904 Parke East Blvd. seeSafetyInformationavailablefromTrussPlateInstitute, 218 N Lee Street, Suite 312, Alexandria, VA 22314 Tamp., FL 36610 Type 1 Oty Ply Park Sq/ Sundance-1730-A 17 1 T12898006 8,130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 8 10:18:24 2018 Page 1 I D:3zzrE5595gH BgKdROwR6OYzkwee-sYf9RmF6SNx l_n WrU FatOheMZBjVy6AbDOAtPlzxSJ 1-0-0 1-0-0 Scale = 1:7.0 2x4 = 1-0-0 1-0-0 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.09 Vert(LL) 0.00 5 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.01 Vert(CT) 0.00 5 >999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 2 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP Weight: 5 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=10/Mechanical, 2=130/0-3-8, 4=-0/Mechanical Max Horz 2=59(LC 12) Max Uplift 3=-6(LC 9), 2=-113(LC 12) Max Grav 3=11(1-C 17), 2=130(LC 1), 4=16(LC 12) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=3.Opsf; h=25ft; B=45ft, L=24ft; eave=oft; Cat. 11, Exp C, 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 100 lb uplift at joint(s) 3 except Qt=1b) 2=113, ra._ WARNING - Verfy deli nyg parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,1II-7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTekQo connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the NOW, fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TP11 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Job Truss 1730A EXPC CJ3 Type Qty Ply Park Sq/ Sundance-1730-A 14 1 T12898007 8.130 s Sep 15 2017 Mi l ek Industnes, Inc. Mon Jan 8 10:18:24 2018 Pagel ID:3zzrE5595gHBgKdROwR6OYzkwee-sYf9RmF6SNx1 nWrUFatOheMKBiEy6AbDOAtPlzxSJ 1-0-0 3-0-0 1-0-0 3-0-0 Scale. 1 "=1' 2z4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 TCDL 10.0 lumber DOL 1.25 BC 0.10 BCLL 0.0 Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2017ITP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=71/Mechanical, 2=188/0-3-8, 4=36/Mechanical Max Horz 2=106(LC 12) Max Uplift 3=-53(LC 12), 2=-107(LC 12), 4=-1(LC 12) Max Grav 3=72(LC 17), 2=188(LC 1), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. DEFL. in (loc) I/deft L/d PLATES GRIP Vert(LL) 0.01 4-7 >999 240 MT20 244/190 Vert(CT) -0.01 4-7 >999 180 Horz(CT) -0.00 3 n/a n/a Weight: 11 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 3-0-0 oC purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, h=25ft, B=45ft, L=24ft, eave=4ft, Cat. 11, Exp C, Encl., GCpi=0.18; WMFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Intenor(1) 2-0-0 to 2-11-4 zone;C-C for members and forces $ MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3, 4 except Ot=lb) 2=107. WARNING -Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MI1-7473 rev. 10/0312015 BEFORE USE. Design valid for use only with MiTek(& connectors. This design is based only upon parameters shown, and is for an individual building component.. not a truss system. Before use, the building designer must venfy the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the IS fabrication, storage. delivery, erection and bracing of trusses and truss systems, see ANSITPIt Quality Criteria, DS"9 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 173OA—EXPC LCJ15 Truss Type I Park Sq/ Sundance-1 730-A T12898008J141J.b Mid -Florida Lumber, Barlow, FL. ACK I I nctl9pLionall 8,130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 8 10:18:25 2018 Page 1 ID 3zzrE5595qHBqKdROwR6OYzkwee-KICXe5GIDh3ucx52ly56ZuASLbzMhZQkRlvRyBzxS_i 1-0-0 5-0-0 Scale = 1 ITO 3x4 = LOADING (psf) SPACING. 2-0-0 CS1. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TI 0 1 Verl(LL) 0.05 4-7 >999 240 MT20 244/190l TCDL 10.0 Lumber DOL 1.25 BC 6 Vert(CT) -0.06 4-7 >988 180 BCLL 0,0 i Rep Stress Incr YES W6 0.00 Hor-z(CT) -0.00 3 n/a n/a BCDL 10.0 i Code FBC2017FFP12014 Matrix -MP Weight. 18 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc purlins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=127/Mechanical, 2=264/0-3-8, 4=64/Mechanical Max Horz 2=153(LC 12) Max Uplift 3=-99(LC 12),2=-123(LC 12),4=-5(LC 12) Max Grav 3=129(LC 17). 2=264(LC 1), 4=91(LC 3) FORCES. (lb) - Max. Comp./Max, Ten, - All forces 250 (to) or less except when shown NOTES- 1) Wind: ASCE 7-10 ' Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, h=25ft, B=45ft, L=24ft, eave=4ft, Cat. 11 Exp C, EncL, GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 4-11-4 zone:C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 3. 4 except (jt=lb) 2=123. AWARNING- Vanity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mf1-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTekc& 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 most verity the applicability of design parameters and Properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual I— 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 properly damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss ANSIfTPIl Quality Criteria, DS"9 and BCSI Building Component 6904 Parke East Blvd, Safety systems see exe Tarp., FL 36610InformationavailablefromTrussPlateinstitute218N. Lee Street, Suite 312 At ridna VA 22314, Job Truss 173OA_EXPC F1 Mid -Florida Lumber, Bartow, I 0-t-8 H, 1 3 0 1x3 11 1x3 = 1x3 = 3x4 1 2 3 4 33 32 3x4 = Truss Type LtYL-)ob Park SqtSundance-1730-A T12898009 ROOFTRUSS efgre- r1cg,_(Qptional) 8, 130 s Sep 15 2017 MiTek Industries, Inc, Man Jan 8 10'.18:27 2018 Page 1 ID 3zzrE5595gHBgKdROwR6OYzkwee-H7KI3nl?IIJbsFE09N7aeJOgZPXR9LrlvLOY04zxS_g 0 1 8-12 G- 8 Scale = 1:50.0 1x3 II 1x3 it 1x3 = 1x3 II 3x6 FP = 4x4 = 4x4 - 4x4 = 1x3 fl 1.3 = 4 5 6 7 8 9 10 11 12 13 14 15 16 17 3818 37 36 •- 31 30 29 28 27 26 25 24 23 22 21 20 19 4x4 = 3x6 FP = 4.4 = 3x4 = 1x3 11 3. 8 16-- 4 ....._._ ..._.._ _- 13-7-4-._.-.. .._.-_._._ tel LOADING ( psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.94 Vert(LL) -0.14 30-31 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1M BC 0.90 1 Vert(CT) -0.18 30-31 >999 240 BCLL 0.0 Rep Stress Incr YES WB 0.52 Horz(CT) 0.04 19 n/a We BCDL 5.0 Code FBC2017rTP12014 Matrix-S Weight: 155 lb FT = 20 %F. 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No2(flat) TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins, BOT CHORD 2x4 SP No2(flat) *Except* except end verticals. 19- 26: 2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or 6-0-0 oc bracing. WEBS 2x4 SP No.3(flat) *Except* 1- 33.18-19: 2x4 SP No-2(flat) REACTIONS. ( lb/size) 19=574/0-8-0, 33=748/0-8-0, 25=192210-8-0 Max Gray 19=622(LC 7), 33=777(LC 3), 25=1922(LC 1) FORCES- ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1323/0, 3-4=-2065/0, 4-5=-2220/0, 5-6=-2220/0,, 6-7=-2220/0, 7-9=-1550/0, 9- 10=-386/301, 10-11=0/1858, 11-12=0/1858, 12-13=-531/818, 13-14=-1528/229, 14- 15=-1528/229. 15-16=-1555/22, 16-17=-1069/0 BOT CHORD 32-33=01791, 31-32=0/1830, 30-31=0/2265, 29-30=0/2220, 28-29=0/1975, 27- 28=-76/1107, 25-27=-77110, 24-25=-1074/0, 23-24=-546/1089, 22-23=-229/1528, 21- 22=-229/1528, 20-21 =0/1 470, 19-20=0/648 WEBS 2-33=-1075/0, 10-25=-1446/0, 2-32=01741, 10-27=0/1084, 3-32=-705/0, 9-27=-1052/0, 3-31=0/ 327, 9-28=0/663, 4-31=-277/0, 7-28=-64210, 4-30=-318/164, 7-29=0/548, 17-19=-881 / 0, 12-25=-1254/0, 17-20=0/585, 12-24=0/857, 16-20=-558/2, 13-24=-920/0, 13-23=0/ 881, 15-21=0/365, 14-23=-354/0, 15-22=-289/0 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 MT20 unless otherwise indicated. 3) 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 wells at their outer ends or restrained by other means, 4) CAUTION, Do not erect truss backwards. WARNING - VanY dart NN,y gn parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev. 10/03/20f3 BEFORE USE. Design valid for use only with MiTeke connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andtor chord members only. Additional temporaryand permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabncaliionstorage.. delivery, erection and bracing of trusses and truss systems. see ANSPTPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandrsa, VA 22314, Tampa, FL 36610 Job !Truss (Truss Type Qt Ply Park Sq/ Sundance-1730-A 1730A EXPC FlA GABLE i T12898010 ob Reforqr tionaLly — ly—1 _ Icg-(qp Mid-Flonda Lumber, Bartow, —FL 8.130 s Sep 15 2017 MiTelk Industries, Inc. Mon Jan 8 10:18:27 2018 Pagel ID:3zzrE5595qHBqKdROwR6OYzkwee-H7Kl3nl?IlJbsFE09N7aeJGt—PkH9TQlvLOY04zxS_g 3.6 FP = 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 5 1 53 5 IL 1 50 49 48 47 46 45 44 43 42 41 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 3X6 FP = 10-10-14 10-8-0 12-0-0 14-114 16-" 20-6-8 24-6-8 25-9-0 27-2-13 1-4- 4 -14 - ', "-' -1" - 4 12 14-0 1-4-0 I-Y12 &1 0- -ag 1-4-0 1-4-01,41-40 1-1() 1--4 1-4-0 14-0 1 41 14 H.- , 411111 1--4 1; LOADING (psf) SPACING- 2-0-0 CSI. —D—EFL.--- in (loc) I/defi L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1,00 0.08 CVert(LL) n/a nia 999 MT20 244/190 TTCDL 10.0 Lumber DOL 1.00 BC 0.01 Vert(CT) n/a - n1a 999 BCLL 0.0 Rep Stress Incr YES WE 0.03 Horz(CT) 0.00 26 n/a n/a BCDL 5,0 Code FBC20171TP12014 Matrix-R Weight: 129 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, BOT CHORD 2x4 SP No.2(flat) except 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 29-10-8. to) - Max Gray All reactions 250 lb or less at joint(s) 50, 26, 27, 28, 29, 30, 31. 32, 33, 34, 35, 36, 37, 49, 48. 47, 46, 45, 44, 43, 42, 41, 40, 38 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) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0, 131 " X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 6) CAUTION. Do not erect truss backwards. WARNING - Verify design p.rauu,t— and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mil-7473,ay. 1010312015 BEFORE USE. Design valid for use only with fulf-rekS connectors. This design is based only upon parameters shown, and is for an individual building component not a truss system. Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual Iruss web andior chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the I fabrication, storage, delivery. erection and bracing of trusses and truss systems, see ANSIITP11 Quality Criteria, DSB-89 and 8CSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria VA 22314. i Tampa. IL 36610 Job !Truss 'Truss Type 1 Oty Ply Park Sq/ Sundance- 1 730-Ai T12898011 1730A-EXPC 11001 TRUSS 4 LRgferenqqfqptIpnaJ1- -- Lumber, Barlow, FL. __. .. .... 10,6-Tionda 8,130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 8 16-18 29-2018 Page_l I D: 3zzrE 5595qH BqKd ROwR6OYzkwee-DWS2UTJFGwaJ 5YOpGo92ikL?OCBNdBcKMfte5yzxS_e 0-1-8 H i 11 Scale = 1 42.9 1X3 11 IX3 1.3 = 4X4 1 2 2 30 3x4 1.3 11 3x6 FP = lx3 11 3x4 = 3x4 = 4x6 = 5.10 -- 1.3 t 1,5x4 3 4 5 6 7 8 9 10 11 12 13 14 15 16 29 28 27 26 25 24 23 22 21 20 19 18 17 4x4 = 3x4 = 3x4 = 3x6 FP = 5X6 = 4x6 = 3.6 4x6 LOADING (psf) SPACING- 2-0-0 CS 1. DEFL. in (loc) I/defl L/d PLATES GRIP TOLL 40.0 Plate Grip DOL 1,00 TO 0.98 Verl(LL) -0.31 26-27 >773 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0,99 Vert(CT) -0.43 26-27 >560 240 BCLL 0.0 Rep Stress Incr YES WB 0.82 Horz(CT) 0.06 20 n/a n/a BCDL 5.0-Code FBC2017rTPI2014 Matrix-S Weight: 136 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No.l(fiat) *Except* TOP CHORD Structural wood sheathing directly applied, except end verticals. 1-6: 2x4 SP No.2(flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 Go bracing. BOT CHORD 2x4 SP No.l(flat) *Except* 17-23 2x4 SP No.2(flat) WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 20=2015/0-3-81 30=988/0-8-0. 17=202/0-3-8 Max Uplift 17=-419(LC 3) Max Grav 20=2015(LC 1), 30=990(LC 10), 17=162(LC 4) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=1775/0, 3-4=-2952/0, 4-5=-3575/0, 5-7=-3536/0, 7-8=-3536/0, 8-9=-3536/0, 9-1 0=-256610, 10-11 =-1 204/0, 11-12=01874, 12-13=0/1 234, 13-14=0/1 234, 14-15=0/1 234 BOT CHORD 29-30=0/1023, 28-29=0/2497, 27-28=013392, 26-27=0/3702, 25-26=0/3536, 24-25=0/3116, 22-24=0/2017, 21-22=0/419, 20-21 =-2163/0, 19-20=-2163/0, 18-19=-123410, 17- 18=-5051108 WEBS 12-20=-2132/ 0,2-30=-1391/0, 12-21=011721, 2-29=0/1046, 11-21=-1581/0, 3-29=-1003/0, 11-22=0/1187, 3-28=0/634, 10-22=-1142/0, 4-28=-611/0, 10-24=0/771, 4-27=0/285, 9-24=-774/0, 5-27=-257/0, 9-25=01768, 5-26=-461/234, 8-25=-349/0, 15-17=-144/672, 12-19=011432, 15-18=-991/0, 13-19=-57510, 14-18=0/453 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 MT20 unless otherwise indicated. 3) Provide mechanical connection ( by others) of truss to bearing plate capable of withstanding 419 lb uplift at joint 17. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0, 131 " X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards, WARNING, Verity d-igh P-0- and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE A4/1-7473 rev. 1010312015 BEFORE USE, Design valid for use only with MiTeke, connectors, This design is based only upon parameters shown and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss wet and/or chore 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 ANSIrTPI1 Quality Criteria, DS"9 and Bost Building Component 6104 Parke East Blvd, Safety Information available from Truss Plate Institute, 218 N, Lee Street, Suite 312 Atex. ocria, VA 22314. Tampa, FL 36610 JobJob Trusss e oty Ply -Park S4TSundanre-1730-A 1730A-EXPC T12898012 F, F2A ROOF TRUSS 1 1 1 Refgrence_JWWonaIL Mid -Florida Lumber, Bartow, FL. 8,130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 8 10 18 29 2018 Page I lDi3zzrE5595qHBqKdROwR6OYzkwee-DWS2UTJFGwaJ5YOpGog2jkL2xCE8d9zKMfle5yzxS_e 0-1-8 H r- Scale = 1 43.2 4x4 IX3 1 X3 1 29 28 27 1,5X4 1: 4x6 3x3 = 3x4 3Y6 FP 3x3 3X3 = 30 3x4 04 = 4X6 = 6X10 - 4x4 3)(6 2 3 4 5 6 7 8 9 10 11 12 13 26 25 24 23 22 21 20 19 18 17 16 15 14 3x4 = 3x3 = 3x3 = 1 x3 1.5x4 11 3x4 = 3x6 FP= 4x6 = 4xl 0 = 4X4 = 3x3 II 4x4 = 6XIS 541 LOADING (psf) SPACING- 2-0-0 CS'- DEFL. in floc) I/defl LID PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.82 V.,(LL) -0.30 23-24 >828 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.82 Vert(CT) -0.41 23-24 >602 240 8CLL 0.0 Rep Stress Incr No WB 0.92 Horz(CT) 0.04 17 BIB n/a BCDL 5.0 Code FBC2017fTP12014 Matrix-S Weight: 136 lb FT = 20%1`, I I %E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) *Except* TOP CHORD Structural wood sheathing directly applied or 5-7-10 oc purlins. 4-13. 2x4 SP No. 1 (flat) except end verticals. BOT CHORD 2x4 SP DSS(flat) *Except* BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 14-19: 2x4 SP No.2(flat) 6-0-0 oc, bractng: 17-18,16-17,15-16. WEBS 2x4 SP No.3(flat) REACTIONS. (lb/size) 28=953/0-3-8, 14=-173/5-5-0, 17=4979/5_5-0, 15=453/5-5-0, 16=-740/5-5-0 Max Uplift 14=-173(LC 1), 15=-453(LC 1), 16=-740(LC 1) FORCES. (11h) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-28=-946/0, 1-2=-917/0, 2-3=-2323/0, 3-5=-3138/0, 5-6=-3377/0, 6-7=-3156/0, 7-8=-2454/0, 8-9=-1153/0, 9-10=0/733, 10-11 =013274, 11-12=0/2174, 12-13=0/322 BOT CHORD 26-27=0/1771, 25-26=0/2845, 24-25=013421, 23-24=0/3156, 22-23=0/3156, 21-22=0/3156, 20- 21 =0/1 912, 18-20=0/349, 17-18=-1826/0, 16-17=-3028/0, 15-16=-1110/0 WEBS 11 -1 7=-3663/0, 1-27=0/1 246, 10-17=-1919/0, 2-27=-1188/0. 10-18=0/1 521, 2-26=0/768, 9-18=-1504/0, 3- 26=-726/0, 9-20=0/1 119, 3-25=01407, 8-20=- 1056/0, 5-25=-394/0, 8-21 =0/754, 7-21 =- I 013/0, 6-24=-163/494, 6-23=-382/14, 7-22=0/409, 13-15=-429/0, 12-15=0/1096, 12-16=-1481/ 0, 11-16=0/1941 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 173 to uplift at joint 14, 453 lb uplift at joint 15 and 740 lb uplift at joint 16. 3) Recommend 2x6 strongbacks, on edge, spaced at I 0-0-O oc and fastened to each truss with 3-1 Od (0, 131 X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means, 4) CAUTION, Do not erect truss backwards, LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase= 1,00, Plate Increase=1.00 Uniform Loads (laff) Vert: 14-28=-10. 1-13=-100 Concentrated Loads (to) Vert: 11 =- 1775 WARNING - Vfify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11111- 7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTeke connectors, This design is based only upon parameters shown and is for an individual budding component not a truss system. Before use..the building designer must verify the applicability of design parameters and property incorporate this designinto the overall building design Bracing indicated is to prevent buckling of individual truss web and'o r 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 0 fabrication, storage delivery, erection and bracing of tresses and truss systems, see ANSIITP11 Quality Criteria. DS"9 and SCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa..FL 36610 b iTruss TrussTruss Type oty Park Sq/ Sundance-I 730-Ay 730A-EXPC i lF3 T12898013LR001TRUSS3 qpI-, (optional) Mid -Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 8 10:18:31 2018 Page 1 ID:37zrE5595qHBqKdROwR6OYzkwee-9vaov9LWoXq1KsYBODCWp9QNmOsu54qdqzMl9rzxS_c 0-1-8 H I 1 d Scale = 1 427 4x4 1X3 1X3 1 32 31 30 29 1 5X4 11 4.6 3X3 = I X3 11 3x4 = 3x3 = 3x3 = 3x6 FP = lx3 11 3x4 = 3x4 = 4x6 = 5X10 = 4x4 = 3x6 2 3 4 5 6 7 8 9 10 11 12 13 14 28 27 26 25 24 23 22 21 20 19 18 17 16 15 3x4 = 3x3 = 3x3 = Ix3 11 3x4 = 3x4 = 3x6 FP = 5x6 = 3x3 11 4x6 =lx3 ll 4X6 = 30 11 4X6 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.86 Vert(LL) -0.30 25-26 >815 360 MT20 244/190 TCDL 10LO Lumber DOL BC 0.99 Vert(CT) -0.41 25-26 >596 240 BCLL 0.0 Rep Stress Iner YES VVB 0.84 Horz(CT) 0.05 19 n1a n1.T BCD1- 5,0 Code FBC2017fTP12014 Matrix-S Weight: 135 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No. 1 (flat) *Except* TOP CHORD Structural wood sheathing directly applied or 3-1-0 oc purfins, 1-5: 2x4 SP No. 2(flat) except end verticals. BOT CHORD 2x4 SP No. 1 (flat) BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3(flat) REACTIONS, (IO/size) 30=962/0-8-0. 15=-362/0-3-8, 19=216410-3-8 Max Uplift 15=-573(LC 3) Max Grav 30=964(LC 10), 15= 11 O(-C 4), 19=2164(LC 1) FORCES. (to) - Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-30=-957/0, 14-15=- 117/551, 1-2=-928/0, 2-3=-2357/0, 3-4=-3193/0, 4-6=-3452/0, 6-7=-3310/0, 7-8=-3310/0, 8-9=-2255/0, 9-1 0=-843/0, 10-11 =0/1 302, 11-12=0/1 550, 12-13=0/1550, 13-14=0/686 BOT CHORD 28-29=0/1793,27-28=0/2892, 26-27=013478, 25-26=0/3310,24-25=0/3310, 23-24=0/2841, 21-23=0/1682, 19-20=-2618/0, 18-19=-2618/0, 17-18=-1550/0, 16-17=-1550/0 WEBS 11-19=-230410, 1-29=0/1262, 11-20=011759, 2-29=-1202/0, 10-20=-1617/0,2-28=0/785, 10-21=0/1230, 3-28=- 74410, 9-21=-1180/0, 3-27=0/418, 9-23=0/805, 4-27=-397/0, 8-23=-827/0, 8-24= 0/808, 6-26=-200/405, 6-25=-278/28, 7-24=-305/0, 14-16=-914/0, 11-18=0/1603, 13-16= 0/1174, 12-18=-445/0, 13-17=-651/0 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 573 to uplift at joint 15. 3) Recommend 2x6 strongbacks, on edge, spaced at 1 G-G-0 oc; and fastened to each truss with 3-1 Od (0.131 " X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. A4, WARNING - Verify design P.1- tale and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev. 1010312015 BEFORE USE, Design valid for use only with lch-rek& connectors_ This design is based only upon parameters shown, and is for an, individual building component, not a truss system. Before use. the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated .s to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing s always required for stability and to prevent collapse with possible personal injury and properly damage For general guidance regarding ine fabrication, storage delivery erection and bracing of trusses and boas systems, see ANSIrTPII Quality Criteria, DSB,89 and SCSI Building Component 6904 Parke East Blvd, Safety information available from Truss Plate Instaute, 218 N. Lee Street, Sure 312 A to'. retina. VA 22314 Tampa, FL 36610 Job Truss (Truss Type Qty Ply Park Sq/ Sunclance-1730-A T12898014 P F4173OA-EX C F4 'ROOF TRUSS 1Lob RQfqTncgAap onalLItio-g- Mid —Flonia—Ctimber, Bartow, -FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Man Jan 8 10 18 31 2018 Page 1 ID:3zzrE5595qHBqKdROwR6OYzkwee-9vaov9LWoXq1KsYBODCWp9QOzOsii56idqzMl9r,zxS_c 0-1-8 i i Scale = 1 : 34, 8 3.4 4x4 = 1X3 11 1.3 k 3x6 FP = 4x6 2 3 4 5 6 7 8 9 10 11 12 1,5.4 11 4X6 = 3x8 MT20HS FP = 3x4 = 4X6 = 3X6 1,5x4 SP 4X4 = LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in floc) I/defl L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.79 Vert(LL) -0.41 16-17 >599 360 MT20 244/190 TCDL 10.0 Lumber DOL 1-00 1 i BC 1.00 Vert(CT) -0.57 16-17 >435 240 MT20HS 187/143 BCLL 0.0 Rep Stress Incr YES I WB 0.72 Horz(CT) 0.09 13 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix-S Weight: 108 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 4-4-14 oc purlins, BOT CHORD 2x4 SP No.2(flat) *Except* except end verticals. 13-20: 2x4 SP No.ID(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: WEBS 2x4 SP No.3(flat) 2-2-0 oc bracing: 19-21,16-17. REACTIONS. (lb/size) 23=1 131/0-8-0, 13=1 131/0-8-0 FORCES. (11b) - Max, Comp./Max. Ten, - All forces 250 (to) or less except when shown. TOP CHORD 1-23=-1124/0, 1-2=-1108/012-3=-2886/0, 3-4=4049/0, 4-5=4761/0, 5-6=-4761/0, 6-7=- 4761/0, 7-8=4459/0. 8-1 0=-3570/0, 1 G- 11 =-2115/0 BOT CHORD 21-22=0/2144, 19-21=013598, 18-19=0/4491, 17-18=0/4761, 16-17=0/4730, 15-16=0/4145, 14-15= 0/2975, 13-14=0/1226 WEBS 11- 13=-1632/0, 1-22=0/1506, 11-14=0/1237,2-22=-1441/0. 10-14=-1195/0,2-21=0/1033, 10-1 5=0/827, 3-21 =-989/0. 8-15=-800/0, 3-19=0/628, 8-16=0/437, 4-19=-615/0, 7-16= 417/0, 4-18=-89/672, 7-17=-304/456, 5-18=-294/0 NOTES- 1 ) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated. 3) All plates are 3x3 MT20 unless otherwise indicated, 4) The Fabrication Tolerance at joint 20 = 11 % 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. ACL WARNING - Verity design Parameters ad READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE A4IF7473 .v. 1010312015 BEFORE USE. Design valid for use only with MiTelaIr connectors, This design is based only upon parameters shown, and is for an individual building component not a truss system. Before use the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chard members only. Additional temporaryand permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the I T fabrication, storage.. delivery erection and bracing of trusses and truss systems see ANSIFTPII Quality Criteria, DSB-89 and BCS1 Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Iralaine 218 N. Lee Street, Suite 312, Ale.arana, VA 22314. Tampa FL 36610 Job Truss 1730A_EXPC F5 Mid -Florida Lumber. BartcAvFL 0- 1-8 4x6 lx3 = 1X3 = 1 5 4 Scale = 1 33,13 4x4 2 Truss Type Oty Ply Park Sq/ Sundance-1 730-A T1 2898015 ROOF TRUSS Jpb R rqrn 8 130 s Sep 15 2017 MiTek Industries,.Inc. Mon Jan 8 10 18 32 2018 Page 1 ID 3zzrE5595qHBqKdROwR6OYzkwee-d57B6VM8ZryuyO7Oywj[LNzbbOCRqalm2d6JhHzxS_b 0-- 9_-12 3x4 = i x3 11 1 X3 3x6 FP = 4X6 3 4 5 6 7 8 9 10 11 1, 5x4 l4x6 = 3x8 MT20HS FP = 3x4 = 4X6 = 3X6 4x4 = 1. 5x4 SP = LOADING (psf) SPACING. 2-0-0 CS1. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 40. 0 Plate Grip DOL 100 TC 0.67 Vert(LL) -038 16-17 >630 360 MT20 244/190 TCDL 10. 0 Lumber DOL 1.00 BC 0.97 Vert(CT) -0.52 16-17 >457 240 MT20HS 187/143 BCLL 0. 0 Rep Stress Incr YES WB 0.70 Horz(CT) 0.09 13 nla n/a BCDL 5. 0 Code FBC2017ITP12014 Matrix-S Weight: 106 lb FT = 20%F, I 1%E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 5-0-4 oc purlins, BOT CHORD 2x4 SP No.2(flat) *Except* except end verticals. 13-20: 2x4 SP No.1(flat) BOT CHORD Rigid ceiling directly applied or I0-0-0 oc bracing, Except: WEBS 2x4 SP No.3(flat) 2-2-0 oc bracing: 19-21. REACTIONS. (lb/ size) 23=1 100/0-7-4, 13=1 100/Mechanical FORCES. (11b) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-23=1093/0, 1-2=-1075/0, 2-3=-2788/0, 3-4 3892/0, 4-5=4511/0, 5-6=-451 1/0, 6-7=- 4511/0, 7-8=-426310, 8-1 0=-3440/0, 10-11 =-2048/0 BOT CHORD 21-22=0/2079, 19-21=013469, 18-19=0/4298, 17-18=0/4511, 16-17=0/4507, 15-16=0/3982, 14-15=0/2876, 13-14=0/1191 WEBS 11-13=-1585/ 0, 1-22=0/1461, 11-14=0/1193,2-22=-1396/0, 10-14=-1151/0,2-21=0/987, 10-15=0/784, 3-21=-946/0,8-15=-754/0, 3-19=0/589, 8-16=0/390, 4-19=-565/0, 7-16=-371/0, 4-18=-120/561, 7-17=-304/375 NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) All plates are MT20 plates unless otherwise indicated, 3) All plates are 3x3 MT20 unless otherwise indicated, 4) The Fabrication Tolerance at joint 20 = 11 % 5) Refer to girder( s) for truss to truss connections. 6) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0131" 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. WARNING - Verify design Parameters and READ NOTES ON THIS AND INCLUDED WTEK REFERENCE PAGE 1i rev. 1010312015 BEFORE USE. Design valid for use only with MiTekt connectors, This design is based only upon parameters shown and is for an individual building component, not a truss system. Before use. the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design, Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required to, 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 ANSIfTPII Quality Criteria, DS"9 and BCSI Building Component 6904 Parke East Safety Information available from Truss Plate Institute, 218 N. Lee Street Suite 312 Alexe ndr,a, VA 22314 Blvd, Tampa FL 38610 Job IITruss 1730A—EXPC lF7 Mid -Florida Lumber, Bartow, 0 8 1x3 1 X3 1 15 14 1 X3 II I Type Qty Ply Park Sq/ Sundance-1 730-A Tl 2898016 TRUSS Reference (gglionpt 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 8 10:18:33 2018 Page I ID.3z,zrE5595qHBqKdROwR6OYzkwee-5HIiZKrMmK841a,4jaVeE_uaVqbpnuZBZwHHrsEjzxS_a Scale= 121.8 i X3 3 4 5 6 13 12 11 10 9 1.3 11 3x6 7 8 LOADING (pso j SPACING- 2-0-0 CSL DEFL. in loc) Well Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Verl(LL) Fria Fria 999 1 MT20 244/190 TCDL 10,0 Lumber DOL 1.00 BC_ 0.06 Verl(CT) n/a nia 999 BCLJ_ 0-0 Rep Stress Incr YES WB 0.05 Horz(CT) 0.00 8 nia Fria BCDL 5.0 Code FBC2017ITP12014 Matr Weight 70 lb FT = 20%F, 11 %E LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 10-0-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 6-0-0 oc bracing, 12-13,11-12. REACTIONS. All bearings 13-1-12, lb) - Max Grav All reactions 250 lb or less at joint(s) 15, 8, 9, 14, 13, 11, 12 except 1 0=303(LC 1 FORCES. (11b) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) All plates are 3x3 MT20 unless otherwise indicated. 2) Gable requires continuous bottom chord bearing, 3) Recommend 2x6 strongbacks, on edge, spaced at 1 G-0-0 oc and fastened to each truss with 3-1 Od (0. 131 X 3") nails. Strong backs to be attached to walls at their outer ends or restrained by other means. 4) CAUTION, Do not erect truss backwards. A WARNING - Verity design P....1.1a and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ii rev. 1010312015 BEFORE USE. Design valid for use only with MiTeke connectors, This design is based only upon parameters shown and is for an individual building component not NatrusssystemBeforeuse, the building designer must verily the applicability of design parameters and property incorporate this design into the overall FbuildingdesignBracingindicatedistopreventbucklingofindividualtrussweband/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 ANSIrrPI1 Quality Criteria, DS"9 and BCSI Building Component l 6904 Parke East Blvd, Safety Information available from Truss Plate Institute 218 N. Lee Street Suite 312, Alexandria VA 22314. Tampa FL 36610 Jot) I russ 173DA—EXPC F8 Mid-F onda Lumber. Barlow, FL, 0-1-8 a Truss Type Oty Ply Park Sq/ Sundance-1 730-A Tl 2898017 ROOF TRUSS RSfgrenW-(op1honaIJ______ 8,130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 8 10:18:33 2018 Page I ID:3zzrE5595qHBqKdROwR6OYzkwee-5HhZKrMmK84laAjaVeE_uaVqfpjYZ75wHHrsEjzxS_a 0-12 Scale = 1 17,1 1.3 1.3 2 3 4 3x6 6 LOADING (psh SPACING- 2-0-0 CSL DEFL. in (loc) I/dell Lid PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.39 Vert(LL) -0,02 8-9 >999 360 MT20 244/190 TCDL 10.0 Lumber DOL 1.00 BC 0.27 Vert(CT) -0.03 8-9 >999 240 BCLL 0,0 Rep Stress Incr YES WI3 0.28 Horz(CT) 0.01 7 n/a n/a BCDL 5.0 Code FBC2017rTP12014 Matrix-S Weight: 51 Ill 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, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 12=495/0-8-0. 7=495/Mechanical FORCES. (to) - Max. Comp./Max. Ten, - All forces 250 (lb) or less except when shown. TOP CHORD 1-12=-491/0, 6-7=-491/0, 1-2=-419/0, 2-3=-907/0, 3-4=-907/0, 4-5=-907/0, 5-6=-436/0 BOT CHORD 10-1 1=01794, 9-10=0/907, 8-9=0/808 WEBS 6-8=0/580, 1-1 1=0/569, 5-8=-51810, 2-1 1=-523/0, 5-9=-51263, 2-10=0/274 NOTES. 1) Unbalanced floor live loads have been considered for this design. 2) All plates are 3x3 MT20 unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections, 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) CAUTION, Do not erect truss backwards. A0,141ARNING- Verily design parameters andREAD NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-74731ev. 1010312015 BEFORE USE. Design valid for use only with MiTek& connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web ancvor 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 IPO abocation storage, delivery, erection and trading of trusses and truss systems, Sea ANSVTPIl Quality Criteria. OS"9 and BCSJ Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312 Alceethen.. VA 22314, Tampa FL 36610 Job Truss 173OA_EXPC IF9 Type Qty iply Park Sq/ Sundance- 1 730-A T12898018 ROOF TRUSS `2 1 FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 8 10:18,34 2018 Page 1 ID :3zzrE 5595gHBgKd ROwR6OYzkwee-aTF xXAN O5SCcBKHm3LIDQo24j D7 Bid R3 WxbPmAzxS_Z 1-3-0 Ix 1? 3x6 = 1 3x6 = 2 3 1.3 I 4 Scale = 1:9.4 8 3x3 11 3.3 = 3x3 = 7 6 5 3x3 II LOADING (psf) SPACING- 2-0 0 CSI. DEFL. in (loc) Well L/d PLATES GRIP TCLL 40.0 Plate Grip DOL 1.00 TC 0.11 Vert(LL} 0.00 6 >999 360 MT20 2441190 TCDL 10.0 Lumber DOL 1.00 BC 0.06 Vert(CT) -0.00 7 >999 240 BGLL 0.0 Rep Stress Incr YES WB 0.08 Horz(CT) 0.00 5 n/a n/a BCDL 5.0 Code FBC20171TP12014 Matrix-S Weight: 24 Ib FT = 20%F, 11'XiE LUMBER- BRACING - TOP CHORD 2x4 SP No.2(flat) TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins, BOT CHORD 2x4 SP No.2(flat) except end verticals. WEBS 2x4 SP No.3(flat) BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 8=170/Mechanical, 5=170/Mechanical FORCES. (lb) - Max. Comp./Max, Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Unbalanced floor live loads have been considered for this design. 2) Refer to girder(s) for truss to truss connections. 3) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Old (0,131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. WARNING -Vertfy desi 1 gn parameters and READ NOTES ON THIS AND INCLUDED MtTEK REFERENCE FACE MN-747J rev. JOIOdJY0f5 BEFORE USE. Design valid for use only with Mrrekq connectors. This design is based only upon parameters shown, and is for an individual building component. not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only Additional temporary and permanent bracing Is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabiication. storage, deliveryerection and bracing of tresses and truss systems, see ANSI(TPI1 Quality Criteria, DSB-89 and BCSI Building Component ( 6904 Parke East Blvd. Safety Information available from Truss Plate Institute. 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa. FL %610 Truss ITruss Type Qty Ply j Park Sq/ Sundance-1 730-A i i i T12898019 173OA—EXPC IFT1 ROOF TRUSS 37Job 1 - _ RQjqnQppe o Iffinal) LMid - Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 8 10 18 35 2018 Page 1 ID 3zzrE5595qHBqKdROwR6OYzkwee-2gpJIWOOsmKTpTszd2GSz?blydGDltsDkbKzlczxS—Y 2- 5-3 9-3-8 11-7-0 13-10-7 16-1-14 18-5-5 20-10-8 2- 5-3 2-3-7 23-7 2-3-7 2-3-7 2-3-7 2-3-7 2-3-7 2-5-3 7x6 = 1,5X4 EX8 = 1.5X4 H 4x8 4x4 5x6 = 5X8 1 2 3 21 4 22 5 6 21 7 24 8 Scale = 1,35,3 1, 5X4 7x6 9 10 20 11 4x6 7x102X4 8x12 MT20HS = 2x4 4x4 = 4x10 = 2x4 7x10 = 4X6 2- 5- 3 4-8-10 7-G-1 9-3-8 11-7-0 13-10-7 1 16- 1- 14 18-5-5 20-10-8 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/defl TCLL 40. 0 Plate Grip DOL 1.00 TC 0.91 Vert(LL) -0,64 15-16 >388 TCDL 10. 0 Lumber DOL 1.00 BC 0.84 Vert(CT) -0.88 15-16 >282 BOLL 0. 0 Rep Stress Incr YES WB 0.90 Horz(CT) 0.09 11 n/a BCDL 5. 0 Code FBC2017f1 P12014 Matrix -MS LUMBER- BRACING - TOP CHORD 2x4 SP NoAD 'Except* TOP CHORD 7-10: 2x4 SP No.1 BOT CHORD 2x6 SP DSS BOT CHORD WEBS 2x4 SP No,3 *Except* 1-19. 3-19,3-17,5-17.5-15,6-14,8-14,8-12,10-12: 2x4 SP No.2 REACTIONS. (lb/ size) 20=4894/0-7-4, 11 =4894/0-8-0 Max Uplift 20=-1360(LC 4), 11 =-1360(LC 5) FORCES. (lb) - Max. Comp.lMax. Ten. - All forces 250 (11a) or less except when shown. TOP CHORD 1-20=-4341/1214, 1-2=-946412621, 2-3=-9464/2621, 3-4=-21509/5905, 4-5=-21509/5905, 5-6=- 24455/6676, 6-7=-21462/5892, 7-8=-21462/5892, 8-9=-9377/2597, 9-10=-9377/2597, 10-1 1=-4302/1203 BOT CHORD 19-20=-182/651, 18-19=-4840/17534, 17-18=-4840/17534, 16-17=-6811/24951, 15-16=- 6811/24951, 14-15=-6676/24455, 13-14=-4852/17577, 12-13=-4852117577, 1 1- 12=-181/646 WEBS 1-19=- 2644/9556, 2-19=-926/286, 3-19=-8750/2405, 3-18=-1241522, 3-17=-1210/4310, 4-17=-881/ 269, 5-17=-3732/1056, 5-16=-109/464, 5-15=-537/187, 6-14=-3246/922, 7-14=-925/ 281, 8-14=-1 184/4212, 8-13=-146/598, 8-12=-8891/2444, 9-12=-921/285, 10-1 2=- 2620/9466 Ltd PLATES GRIP 360 MT20 244/ 190 240 MT20HS 187/ 143 n/a Weight: 348 lb FT = 20% Structural wood sheathing directly applied or 2-2-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 3- ply truss to be connected together with 10d (0.1 31"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 (6) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated, 3) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph: TCDL=4.2psf; BCDL=3.Opsf, h=15ft: B=45ft, L=24ft: eave=4ft, Cat. 11, Exp C, Encl., GCpi=0.181 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 psfbottonn chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1360 lb uplift at joint 20 and 1360 lb uplift at joint 11. 9) Girder carries tie-in span(s): 7-0-0 from 0-0-0 to 20-10-81 7-0-0 from 0-0-0 to 20-10-8 LOAD CASE(S) Standard WARNINr- Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE A411-7473 rev. 10,0312015 BEFORE USE. Design valid for use only with West contractors, This design is based only upon parameters shown and is for an individual building component, not a Muss system, Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing a is always required for stability and to prevent collapse with possible personal injury and properly damage For general guidance regarding the I fabrication, storage, delivery.. erection and bracing of trusses and truss systems, a- ANSIrTPIl Quality Criteria, DS"9 and SCSI Building Component 6904 native East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312 At ... ruins, VA 22314, Tampa, FL 36610 1730A EXPC IFT1 Type TRUSS Mid-Flonda Lumber, Bartow, FL. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-10=-466,11-20=-10 OtY Ply I Park Sqi Sundance-1730-A T12898019 8.130 s Sep 15 2017 MITek Industries, Inc. Mon dan 8 10:18:35 2018 Page 2 I D:3zzrE5595gH Bq Kd ROwR6OYzkwee-2gpJI WOOsmKTpTszd2GSz?b 1 ydGD 1 tsDkbKzlczxS_Y w ++ WARNING - Verify dasign parameters and REAP NOTES ON THIS AND INCLUDED MtTEK REFERENCE RAGE 11111-7477 rev. 1010712015 BEFORE USE. Design valid for use only with MITeke connectors. This design is based only upon parameters shown, and is for an individual building componentnot a truss system. Before usethe building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the IR fabrication, storage. delivery, erection and bracing of trusses and truss systems. see ANSItTP11 Quality Criteria, DSB49 and BCSI Building Component i 6904 Parke East Blvd, Safety Information available from Truss Plate Inslame, 218 N. Lee Street, Suite 312, Alexandria, VA 22314- Tampa.. FL 36610 Truss (Truss Type Qty !Ply Park Sq/ Sundance-1 730-A T12898020 173OA-EXPC IFT2 ROOFTRUSS bRel reprice Ofilet Mid-Flonda Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTelk Industries, Inc. Mon Jan 8 10,18,36 2018 Page ID.3zzrE5595qHBqKdROwR6OYzkwee-WsNhysPed3SKRdQ9BmnhVD7FXlaOmMzMzF4Wr2zxS-X 2-5-7 4-9-2 7-0-12 9-5-4 11-8-14 14-0-9 16-3-0i j'57610 25-7 2-3-11 2-3-10 2-4-8 2-3-10 2-3-11 2-2-7 0-3-- b 1 6X6 = 17 1,5X4 II 2 5X8 3 1 SX4 J 6x6 4 18 19 5 Scale = 1,27.9 1 5X4 11 4x4 6 4x4 = 7 20 8 16 7x8 = 2X4 11 8X8 = 2X4 11 2X4 5X8 = 9 3s4 11 2X4 1 2-5-7 4-9-2 7-0-12 11-8-14 14-0-9 LOADING (psf) SPACING- 2-0-0 CS1. DEFL. in (loc) I/dell L/d TCLL 40.0 Plate Grip DOI 1.00 TC 0.73 Veri(LL) 0.24 12-13 798 360 TCDL 10.0 Lumber DOL 1.00 BC 0.97 Vert(CT) 0.36 12-13 541 240 BCLL 0.0 Rep Stress Incr YES WE; 0.78 Horz(CT) 0.03 9 n/a n/a BCDL 5.0 Code FBC2017fTP12014 Matrix -MS I LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x6 SP No.1 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Iolsize) 16=1356/0-6-12, 9=1237/0-7-4 Max Uplift 16=-232(LC 4), 9=-232(LC 5) Max Grav 16=2185(LC 2), 9=1 813(LC 2) FORCES. (Ib) - Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-1 6=-1 925/211, 1-2=-45281432, 2-3=-4528/432, 3-4=-1 2349/853, 4-5=-12349/853, 5- 6=-8876/813, 6-7=-3555/425, 7-8=-3555/425, 8-9=-1 538/208 BOT CHORD 15-16=-33/281, 14-15=-758/9242, 13-14=-758/9242, 12-13=-813/8876, 11-12=-81318876, 10- 11 =-813/8876 WEBS 5-13=-82/4116, 5-12=-1 274/86, 3-14=-8/520, 1-15=-431/4599, 3-15=-5232/354, 3- 13=-1 30/3447, 6-11 =-73/1766, 8-1 0=-424/3581, 6-1 0=-5814/428 PLATES GRIP MT20 244/190 Weight 266 lb FT = 20% Structural wood sheathing directly applied or 4-1-14 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing, Except: 2- 2-0 Go bracing: 12-13, NOTES. 1) na 2) 3-ply truss to be connected together with 10d (0.1 31"x3") nails as follows: Top chords connected as follows 2x4 - I row at 0-7-0 oc. Bottom chords connected as follows: 2x6 - 3 rows staggered at 0-4-0 Do. Webs connected as follows 2x4 - 1 row at 0-9-0 oc. 3) 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. 4) Wind ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf ' BCDL=3.Opsfl h=15ft; B=45ft, L=24ft; eave=4ft, Cat. II: Exp C; Encl., GCpi=0.18, MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) na 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 232 lb uplift at joint 16 and 232 to uplift at joint 9. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3115 to down at 7-0-12 on A WARNING, Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ii rev, 1010312015 BEFORE USE. Design valid for use only with fae'reun connectors. This design is based only upon parameters shown and is for an individual building component, not a truss system Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design. Bracing indicated ,s to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing c is always required for stability and to prevent collapse with possible personal injury and property damage For general guidance regarding the 19 fabrication storage, delivery, erection and bracing of tresses and truss systems, see ANSIFTPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available train Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Truss Truss Type Qty (Ply Park Sqf Sundance-1730-A I T12898020 FT2 !ROOF TRUSS 1 I n 8,130 s Sep 15 2017 MiTek Industnes, Inc. Mon Jan 8 10:18,36 2018 Page 2 ID: 37zrE5595gHBgKdROwR6OYzkwee-WsNhysPed3SKRdQ9BmnhVD7FX1 aOmMzMzF4Wr2zxS_X LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-8=100, 9-16=-10 Concentrated Loads (lb) Vert_ 13=-810(F) WARNING - Veri#y design pawmaters and READ NOTES ON THIS AND INCLUDED MlTEK REFERENCE PAGE M11-7473 rev. 1010311015 BEFORE USE. Design valid for use only with MiTekT, connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system Before use, the building designer must venty, the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and±or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the -- fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIfrPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute. 218 N_ Lee Street, Suite 312, Alexandria, VA 22314_ Tampa, Ft. 36610 730A-EXPC Lumber 4x4 = 1 Truss Truss Type Qty !Ply !Park Sq/ Sundance-1 730-A T12898021 FT3 ROOF TRUSS 1 1 1 i 2JJob RpfQren_q L pwim Flow, FL. 8.130 s Sep 15-2017 MiTek Inclustnes, Inc. Mon Jan 8 10:18,37 2018 Page 1 ID.3zzrE5595qHBqKdROwR6OYzkwee-_2x4ACPGONaB2n?LkTlw2QgYyR67V-IVCvp3NUzxS_W 4-4-04-4-0 7 11' Scale= 1 1T3 9 1.5x4 11 1.5.4 2 3 4x4 10 4 8 2x4 11 6 4x4 = 5 2.4 11 4- T— i LOADING (psf) SPACING- 2-0-0 CS1. I DEFL. in loc) I/defi L/d TCLL 40.0 Plate Grip DOL 1.00 TI 0 4 Verl(ILL) 0.01 7-8 999 360 TCDL 10.0 Lumber DOL 00 2 1BC , Vert(CT) 0.01 7-8 999 240 BCLL 0.0 j Rep Stress Incr NO fWB 0.04 Horz(CT) 0.00 5 DID n/a BCDL 5.0 Code FBC2017fTP12014 Matrix -MS 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=291 /Mechanical, 5=180/0-7-4, 6=685/04-0 Max Uplift 8=-63(LC 4), 5=-52(LC 5), 6=-1 57(LC 5) Max Gray 8=403(LC 2), 5=1 80(1-C 1), 6=821 (1-C 2) FORCES. (11h) - Max. Comp,/Max, Ten, - All forces 250 (lb) or less except when shown. WEBS 3-6=366/114 PLATES GRIP MT20 244/190 Weight: 102 to FT = 20% Structural wood sheathing directly applied or 6-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 6-0-0 oc bracing, NOTES- 1) 2-ply truss to be connected together with 10d (0,131"x3") nails as follows Top chords connected as follows: 2x4 - 1 row at 0-9-0 Ore. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 Ore. 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 IF) or back (B) fare in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, h=15ft, B=45ft: L=24ft: eave=4ft, Cat. 11; Exp C, Encl., GCpi=0.181 MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) na 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads, 7) ' This truss has been designed for a live load of 20,Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 lb uplift at joint 8. 52 lb uplift at joint 5 and 157 lb uplift at joint 6. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 163 lb down at 0-5-12, and 160 lb down at 2-24, and 347 lb down at 4-3-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED A41TEK REFERENCE PAGE 11411,7473,int. 101031201$ BEFORE USE. Design valid to, use only .,in Id,T.k1&, correctors 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 venty the applicability of design parameters and prop" incorporate this design into the overall building design Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the fabrication storage delivery erection and draurp of trusses and truss systems, see ANSVTPII Quality Critena, DSB-89 and SCSI Building Component 6904 Parke East Blvd, Safety information available from Truss Plate Institute, 218 N. Lee Sirael, Suite 312 Alexandria VA 22314, Tampa FL 36610 Job (Truss (Truss Type Qty ply Park Sq/ Sundance-1730-A 1730A—EXPC FT3 lROOF TRUSS 1 T12898021 jop Rfgd-e ional __0iqp_CQp W filic Mid -Florida Lumber, Bartow, F L 8.130 s Sep 15 2017 MiTek Industries. Inc. Mon Jan 8 10:18:37 2018 Page 2 ID.3zzrE5595qHBqKdROwR6OYzkwee--2x4ACPGONaB2n?LkTiw2QgYyR67V—IVCvp3NUzxS—W LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plO Vert: 1-4=-100, 5-8=-10 Concentrated Loads (lb) Vert: 7=-87(F) I I =40(F) 12=-36(F) A WARNING - V.1ifyd-ignp—oral— ..d READ NOTES ON THIS AND INCLUDED NITTEK REFERENCE PAGE 11411,7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTeke, corrections, This design is based only upon parameters shown and is for an individual building component, not a truss system. Before use, the building d"igner must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse, with possible personal injuryand properly damage. For general guidance regarding the fabrication storage delivery erection and bracing of trusses and truss systems..see ANSIFTPH 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. Alexandna VA 22314, Tampa FL 36610 Job :Truss Truss Type Oty 'Ply Park Sq/ Sundanc;e-1 730-A T12898022 1730A EXPC IFT4 iFLOOR Ii I------------------ L __L 2 Wid-T-londa Lumber, Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 8 10 18 40 2018-page-— ID.3zzrE5595qHBqKdROwR6OYzkwee-OdcCoES9hlylvFkwQcsdg3l?-ex6i78yut2k_pzxS-T 2-10-9 --5-7-7 2-10-9 2-8-13 2-10-9 Scale 3/4"=1' 1 X4 11 4x4 = 7x6 1 7x6 = 2 3 4 2X4 II LOADING (psf) SPACING- 2-0-0i CS1. DEFL. in loc) I/defl L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.51 Vert(U-) 0.11 6-7 931 360 TCDL 10.0 Lumber DOL 1.00 BC 0.98 Vert(CT) 0.14 6-7 687 240 BCLL 0.0 i Rep Stress Incr NO WB 0.96 Horz(CT) 0.01 5 n/a rile BCDL 5.0 Code FBC2017/TP12014 Matrix -MP LUMBER- BRACING- 2x4 11 PLATES GRIP MT20 244/190 Weight: 94 lb FT = 20% TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 4-4-5 oc purfins, BOT CHORD 2x6 SP No.1 except end verticals. WEBS 2x4 SP No.3 *Except' BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1-7,3-74-6L 2x4 SP No.2 REACTIONS. (lb/size) 8=3125/Mechanical, 5=3707/0-6-8 FORCES. (11b) - Max. Comp./Max. Ten. - All forces 250 (to) or less except when shown. TOP CHORD 1-8=-2422/0, 1-2=-6405/0. 2-3=-6405/0, 3-4=6421/0, 4-5=2413/0 BOT CHORD 6-7=0/6421 WEBS 1-7=0/6786, 3-6=-256/0, 4-6=016804 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 0-7-0 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 (6) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-1 Od (0, 131 " X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1087 to down at 1-94, 485 lb down at 1-11-0, 1087 lb down at 3-9-4, 515 In down at 4-0-0, 1087 lb down at 5-9-4. and 581 lb down at 7-7-0, and 1089 lb down at 7-9-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced), Lumber Increase=1.00. Plate Increase=1,00 Uniform Loads (p[f) Vert: 14=-100, 5-8=-10 Concentrated Loads (lb) Vert: 6=-1087(F) 9=-1572(F=-1087, B=-485) 10=-1602(F=-1087, B=-515) I I =-1669(F=-1089, B=-581) WARNING- Verify design mmare.1-1 and READ NOTES ON THIS AND INCLUDED WITEK REFERENCE PAGE A411-7473,.v. 1010312015 BEFORE USE. Design valid for use only with MiTekE connectors. This design is based only upon parameters shown, and is for an individual building component. not a truss system. Before use, the building designer must 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 andlor chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication storage..delivery, erection and bracing of trusses and truss systems, see ANSVTPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Ale 'andna, VA 22314. Tampa, FL 36610 Truss Mid -Florida Lumber, Bartow, FL. 4x4 = 1 Truss Type ROOFTRUSS 2_7-4 i- 2-7-4 1.5x4 II Oty (Ply (Park Sq/ Sundance-1 730-A T12898023 011 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 8 10:18:40 2018 Page 1 ID:3zzrE5595q HBgKdROwR6OYzkwee-OdcCoE S9hlylvFkwQcsdg316Ae9viJ3yut2k_pzxS_T 5-0-12 7-8-0 2-5-8 2-7-4 Scale = 1:15.1 4x4 = 4x4 = 8 2x4 11 5 2x4 11 i-0-4-0• 2-7-4 5-0-12 7-8-0 T ) 10-4-0 2-7-4 2-5-8 2-7-4 LOADING (psf) SPACING- 1-4-0 CS1. TCLL 40.0 Plate Grip DOL 1.00 TC 0.05 TCDL 10.0 Lumber DOL 1.00 BC 0.10 BCLL 0.0 * Rep Stress Incr NO WB 0.13 BCDL 5.0 Code FBC20171TPI2014 Matrix -MP DEFL. in (loc) I/defl L/d PLATES GRIP Vert(LL) -0.01 6-7 >999 360 MT20 244/190 Vert(CT) -0.01 6-7 >999 240 Horz(CT) 0.00 5 n/a nla 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=108/0-8-0, 5=110/0-4-0 Max Uplift 8=-75(LC 4), 5=-75(LC 4) Max Grav 8=297(LC 2), 5=296(LC 2) FORCES. (Ib) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. TOP CHORD 1-8=-257/72, 1-2=-508/121, 2-3=-508/121, 3-4=-520/124, 4-5=-260/74 BOT CHORD 6-7=-124/520 WEBS 1-7=-130/545, 4-6=-133/558 Weight: 85 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 ) 2-ply truss to be connected together with 1Od (0.131"xY) nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Webs connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf; BCDL=3.Opsf, h=15ft, B=45ft, L=24ft, eave=4ft; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) fia 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 75 lb uplift at joint 8 and 75 lb uplift at joint 5. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 103 lb down and 108 lb up at 1-9-12, and 103 lb down and 108 lb up at 3-9-12, and 103 lb down and 108 lb up at 5-9-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11411-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTekS connectors. This design is based only upon parameters shown, and is loran individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the NOW fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street. Suite 312, Alexandria, VA 22314, Tampa, FL 36610 FT5 Type TRUSS Mid -Florida Lumber, Bartow, FL. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plf) Vert: 1-4=-67, 5-8=-7 Concentrated Loads (lb) Vert :9=10810=10811=108 Qty Ply I Park Sq/ Sundance-1730-A T12898023 I ' 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 8 10:18:40 2018 Page 2 I D:3zzrE5595q HBgKdROwR6OYzkwee-OdcCoES9hlylvFkwQcsdg316Ae9viJ3yut2k_pzxS_T WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII.7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTeke connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design, Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and properly damage. For general guidance regarding the No-, fabrication, storage, delivery. erection and bracing of busses and muss systems, see ANSIITPH Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria. VA 22314, Tampa, FL 36610 Truss Type Oty Ply I Park Sq/ Sundance-1730-A T12898024 FT6 2 Bartow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 8 10:18:41 2018 Page 1 ID:3zzrE5595gHBgKdROwR6OYzkwee-sgAa?aTnSc4cXOJ6zJNsCGrGM2TZRmf57XnHWGzxS_S 2-7-4 5-2-8 2-7-4 2-7-4 4x4 = 2 4x4 = 3 1 x4 11 Scale = 1, 10.1 2x4 11 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. TCLL 40.0 Plate Grip DOL 1.00 TC 0.09 TCDL 10.0 Lumber DOL 1.00 BC 0.20 BC ILL 0.0 Rep Stress Incr NO WB 0.17 BCDL 5.0 Code FBC2017/TP12014 Matrix -MP DEFL in (loc) I/defl Lid PLATES GRIP Vert(LL) -0.01 5 >999 360 MT20 244/190 Vert(CT) -0.01 5 >999 240 Horz(CT) 0.00 4 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. (Ib/size) 6=590/Mechanical, 4=623/0-4-0 FORCES. (11b) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-6=-371/0, 1-2=-683/0 BOT CHORD 4-5=0/683 WEBS 1-5=0/733, 2-4=-733/0 Weight: 58 lb FT = 20 Structural wood sheathing directly applied or 5-2-8 oc purijns, except end verticals. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) 2-ply truss to be connected together with 10d (0.131 "x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 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 (6), unless otherwise indicated. 3) Refer to girder(s) for truss to truss connections. 4) Recommend 2x6 strongbacks, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strongbacks to be attached to walls at their outer ends or restrained by other means. 5) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 163 lb down at 0-1-12, and 160 lb down at 2-1-8, and 348 lb down at 4-2-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (pit) Vert: 1-3=-100, 4-6=-10 Concentrated Loads (Ib) Vert: 6=163(B) 7=-160(8) 8=-348(B) WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTeke connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and properly damage, For general guidance regarding the 99 fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSUTP11 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa,. FL 36610 1730A_EXPC Truss ITuORss Type Qty Ply 'Park Sq/ Sundance-1730-A T12898025 ' FT7 1 1 Job Reference (_optiongl1 _ now, FL. 8A30 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 8 10:18:41 2018 Page 1 ID:3zzrE5595gHBgKdROwR6OYzkwee-sgAa?aTnSc4cXOJ6zJNsCGrC12TXRoN57XnHWGzxS S I 3-4-0 _ _ 3-4-0 1 4x4 = 2 1x4 II Scale = 1:9.4 4 2x4 II 3 4x4 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/dell L/d TCLL 40.0 Plate Grip DOL 1.00 TC 0.36 Vert(LL) 0.01 3-4 999 360 TCDL 10.0 Lumber DOL 1.00 BC 0.20 Vert(CT) 0.01 3-4 999 240 BCLL 0.0 Rep Stress Incr NO WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 5.0 Code FBC2017/TPI2014 Matrix -MP LUMBER- BRACING - PLATES GRIP MT20 244/190 Weight: 19 lb FT = 20 TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 4=357/Mechanical, 3=357/Mechanical FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. NOTES- 1) Refer to girder(s) for truss to truss connections. 2) Recommend 2x6 strong backs, on edge, spaced at 10-0-0 oc and fastened to each truss with 3-10d (0.131" X 3") nails. Strong backs to be attached to walls at their outer ends or restrained by other means. 3) 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 + Floor Live (balanced): Lumber Increase=1.00, Plate Increase=1.00 Uniform Loads (plo Vert: 1-2=-100, 34=-135(F=125) WARNING -Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Ml1-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTeke) connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must 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 andior chord members only. Additional temporary and permanent bracing is always required for stability and 10 prevent collapse with possible personal injury and properly damage. For general guidance regarding the N° 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 ANSI/TP11 quality Criteria, DS"9 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 ob Truss 730A EXPC J3 Type Qty Ply Park Sq/ Sundance-1730-A 3 1 T12898026 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 8 10:18:42 2018 Page 1 I D:3zzrE5595gHBq KdROwR6OYzkwee-LOkzDwTPCvCT9YuJXOu5lUN Rn SrSAFdELBXg2izxS_R 1-0-0 3-0-0 1-0-0 3-0-0 2x4 = Scale: 1 "=1' LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.11 Vert(LL) 0.01 4-7 999 240 MT20 244/190 TCDL 10.0 Lumber DOL 1.25 BC 0.10 Vert(CT) 0.01 4-7 999 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.00 3 n/a n/a BCDL 10.0 Code FBC2017ITP12014 Matrix -MP Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 3=71/Mechanical, 2=188/0-8-0, 4=36/Mechanical Max Horz 2=106(LC 12) Max Uplift 3=53(1_C 12), 2=-107(LC 12), 4=-1(LC 12) Max Grav 3=72(LC 17), 2=188(LC 1), 4=52(LC 3) FORCES. (lb) -Max. Comp./Max. Ten. -All forces 250 (lb) or less except when shown. Structural wood sheathing directly applied or 3-0-0 oc puffins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=25ft; B=45ft; L=24ft; eave=4ft, Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 2-11-4 zone;C-C for members and forces & MWFRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) " This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate Capable of withstanding 53 lb uplift at joint 3, 107 lb uplift at joint 2 and 1 lb uplift at joint 4. WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing ` is always required for stability and to prevent collapse with possible personal iniury and property damage. For general guidance regarding the - fabrication, storage,. delivery, erection and bracing of trusses and truss systems, see ANSIITPI1 Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd, Safety Information available from Truss Plate Institute, 218 N, Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 Truss Type Qty IPly j Park Sq/ Sundance-1730-A T12898027 1730A_EXPC IJ7 1 JACK 120 i 1 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 8 10:18:42 2018 Page 1 ID:3zzrE5595gHBgKdROwR6OYzkwee-LOkzDwTPCvCT9YuJXOu51UNFLSjdAFdELBXg2izxS_R 1-0-0 - 7-0-0 3x4 = 4 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) I/deft L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.84 Vert(LL) 0.17 4-7 503 240 TCDL 10.0 Lumber DOL 1.25 BC 0.60 Vert(CT) 0.24 4-7 348 180 BCLL 0.0 Rep Stress Incr YES WB 0.00 Horz(CT) 0.01 3 n/a n/a BCDL 10.0 Code FBC2017/TPI2014 Matrix -MP LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD REACTIONS. (lb/size) 3=183/Mechanical, 2=342/0-3-8, 4=90/Mechanical Max Horz 2=201(LC 12) Max Uplift 3=-144(LC 12), 2-142(LC 12), 4=-8(LC 12) Max Grav 3=185(LC 17), 2=342(LC 1), 4=129(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = t22.3 PLATES GRIP MT20 244/190 Weight: 24 lb FT = 20 Structural wood sheathing directly applied or 2-2-0 oc purlins. Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf; h=25ft; 6=45ft; L=24ft, eave=4ft, Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-0-0, Interior(1) 2-0-0 to 6-11-4 zone,C-C for members and forces & 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 144 lb uplift at joint 3, 142 lb uplift at joint 2 and 8 lb uplift at joint 4. a WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MlTEK REFERENCE PAGE MlI-7473 rev. 10/03/2015 BEFORE USE. Design valid for use only with MiTeke connectors. This design is based only upon parameters shown, and is for an individual building component, not a miss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design, Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the N111 fabrication, storage, delivery.. erection and bracing of trusses and truss systems, see ANSIITPIt Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute, 218 N. Lee Street, Suite 312, Alexandria, VA 22314, Tampa, FL 36610 Job !Truss Truss Type oty !Ply Park Sq/ Sundance- 1 730-A T12898028 11730A—EXPC IKJ3 iJACK 1 i 1 I i b RPfqFe9C Qp horlai ------ JA L_ jJ_ Mid -Florida Lumber, Barlow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc. Mon Jan 8 10 18 43 2018 Page 1 ID:3zzrE5595qHBqKdROwR6OYzkwee-pCILQFUlzDKKmiTV5kPKlhwamrANvit0arGOa8zxS—Q 1-5-0 4-2-15 2Y4 = LOADING (psf) SPACING- 2-0-0 i CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 TCDL 10.0 Lumber DOL 1.25 BC 0.18 BCLL 0.0 Rep Stress Incr NO WB 0.00 BCDL 10.0 Code FBC2017rTP12014 Matrix -MP LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=101 /Mechanical, 2=264/1-0-0, 4=50/Mechanical Max Harz 2=106(LC 8) Max Uplift 3=-66(LC 8), 2=-163(LC 8) Max Grav 3=101(LC 1). 2=264(LC 1), 4=75(LC 3) FORCES. (lb) - Max. Comp./Max, Ten, - All forces 250 (lb) or less except when shown. Scale I"=l' DEFL. in (loc) Ilder L/d i PLATES GRIP Vert(LL) -0.01 4-7 >999 240 MT20 244/190 Vert(CT) -0.03 4-7 >999 180 Horz(CT) 0.00 2 rba n/a Weight: 15 Ito FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 4-2-15 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph_ TCDL=4.2psf, BCDL=3.Opsf, h=25ft, B=45ft, L=24ft. eave=4ft, Cat. It Exp C; 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 66 lb uplift at joint 3 and 163 lb uplift at joint 2. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 11 lb up at 1-6-12, and 3 lb down and 11 lb up at 1-6-12 on top chord. and 2 lb up at 1-6-12, and 2 lb up at 1-6-12 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=l 25, Plate lncrease=1.25 Uniform Loads (plif) Vert: 1-3=-60. 4-5=-20 Concentrated Loads (lb) Vert: 9=4(F=2, 6=2) WARNING - vent, design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE Mll-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTevl!) connectors, This design is based only upon parameters shown and is for an individual building component not a truss system. Before use. the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design, Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing s 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 muss systems..see ANSIITPII Quality Criteria, DSB-89 and BCSI Building Component 6904 Parke East Blvd Safety Information available from Tmsk Plate Institute, 218 N. Lee Street, Suite 312 Alexandria, VA 22314 Tampa, FL 36610 Truss Type Ply I Park Sq/ Sundance-1 730-A T12898029 173OA-EXPC K,13A Lumber, Barlow, FL 7x6 8.130 s Sep 15 2017 Milek Industries, Inc. Mon Jan 8 1018 43 2018 Page 1 ID:3z,zrE5595qHBqKdROwR6OYzkwee-pCILQFUlzDKKmiTV5kPKlhwbirSuvit0arGOa8zxS-Q 3-3-10 3-3-10 Scale 1"=1' LOADING (psf) SPACING. 2-0-0 CSI. DEFL. in (loc) I/defi L/d PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 01 6 Vert(LL) 0.01 4-8 999 240 MT20 244/190 TCDL 10Lumber DOL 1.25 Vert(CT) -0,01 4-8 999 1 80 BCLL 0-00 Rep Stress Inor Horz(CT) 0.00 1 n/a n/a BCDL 10,0 Code FBC2017ITP12014 Matrix -MP Weight: 13 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-3-10 oc purlins. BOT CHORD 2x4 SP No-2 BOTCHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. ( lb/size) 3=88/Mechanir-al, 4=36/Mechanir-al. 1 =1 23/0-1-8 Max Harz 1=52(LC8) Max Uplift 3=-63(LC 8) , 4=-5(LC 8), 1 =-36(LC 8) Max Grav 3=88(LC 1), 4=52(LC 3), 1=123(LC 1) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph, TCDL=4.2psf, BCDL=3.Opsf, h=25ft, 6=45ft, L=24ft: eave=4ft, Cat. 11: Exp C, Encl., GCpi=0.18; M\IVFRS (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) Bearing at joint(s) 1 considers parallel to grain value using ANSIrTPI I 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) 1 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 63 Ild uplift at joint 3, 5 lb uplift at joint 4 and 36 lb uplift at joint 1. 8) Gap between inside of top chord bearing and first diagonal or vertical web shall not exceed 0,500in. 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 20 lb up at 0-7-8 on top chord, and 2 lb up at 0-7-8 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 (6). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber lncrease=1.25, Plate Increase=l .25 Uniform Loads (plf) Vert: 1-3=-60, 4-6=-20 Concentrated Loads (Ild) Vert 8=2(F) WARNING - Verity design parameters ad READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 11,111-7473 rev. 1010312015 BEFORE USE, 0" A"k Design valid for use only with MiTol,6 connectors This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verity the applicability of design parameters and property incorporate this design into the overall building design. S—mgindicated ,s to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required to, stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the I I fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSIITPIl Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from Truss Plate Institute 218 N. Lee Street, Suite 312. Alexandra, VA 22314, 1 Tamp., FL 36610 173DA—EXPC ITruss Truss Type Oty Ply Park Sq/ Sundance-1 730-A T12898030 KJ7 iJACK 7 I I I L---- _J&L1RpAfppRge Lumber, — Bart ow, FL. 8.130 s Sep 15 2017 MiTek Industries, Inc, Mon Jan 8 10:18A4 2018 Page 1 ID: 37zrE5595qHBqKdROwR6OYzkwee-HPsjebVfkXTBOs2hfRxZqvTZ,JFKqe44XpVOx7bzxS_P 5- 0 5-2-5 9-10-1 3 1- 5-0 5-2-5 4-8-8 3X8 3x4 LOADING ( psf) SPACING- 2-0-0 CS1. TCLL 20.0 Plate Grip DOL 1.25 TO 1.00 TCDL 10.0 Lumber DOL 1.25 BC 0.87 SCLL 00 Rep Stress Incr NO i WB 0.32 BCDL 10,0 Code FBC2017/TP12014 Matrix -MS LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No. 1 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 4=124/Mechanical, 2=511/0-5-11, 5=332/Mechanical Max Horz 2=201 (1-C 8) Max Uplift 4=-108(LC 8), 2=-241(LC 8). 5=-108(LC 8) FORCES. ( lb) - Max, Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-648/260 BOT CHORD 2-6=-361/611 WEBS 3-6=-655/387 Scale = 1 22,5 DEFL. in (loc) I/defi L/d PLATES GRIP Vert( LI-) -0.29 6-9 1411 240 1 I MT20 244/190 Vert( CT) -0.60 6-9 >196 180 Horz( CT) 0.01 5 n/a n/a Weight 40 to FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. NOTES- 1) Vvind: ASCE 7-10, Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf, BCDL=3.Opsf, h=25ft, B=45ft, L=24ft; eave=4111 Cat. II; Exp C; 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 108 lb uplift at joint 4, 241 lb uplift at joint 2 and 108 In uplift at joint 5. 6) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 3 lb down and 11 lb up at 1 - 6-12, 3 to down and 11 lb up at 1-6-12, 3 lb down and 44 lb up at 4-4-12. 3 lb down and 44 lb up at 4-4-12, and 27 lb down and 77 Ito up at 7-2-11, and 27 lb down and 77 lb up at 7-2-11 on top chord, and 2 Ito up at 1-6-12, 2 lb up at 1-6-12, 5 Ito down at 4- 4-12, 5 lb down at 4-4-12, and 20 lb down at 7-2-11, and 20 lb down at 7-2-11 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 7) In the LOAD CASE(S) section, 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 lncrease=1.25 Uniform Loads (plf) Vert: 1-4=-60, 5-7=-20 Concentrated Loads (to) Veit 12=-53(F=-27, B=-27) 13=4(F=2, 6=2) 14=-10(F=-5, B=-5) 15=-35(F=-17, B=-17) AWARNING- Verity design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MY-7473rev. 10/03,2015 BEFORE USE. Design valid for use only with NuTeols connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system, Before Use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web anchor 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 Muss systems see ANSIfTPII Quality Criteria, DSB-89 and SCSI Building Component 1 6904 Parke East Blvd, Safety Information available from Truss Plate Intornre 218 N. Lee Street, Suite 312, Alexandria, VA 22314. Tampa, FL 36610 730A-EXPC IMG1 M—O-Flonda Lumber,- -- -Bartow FL. Type TRUSS City !Ply I Park Sq,Sundanre-1 730-A T12898031 P" 8.130 s Sep 15 2017 Mil-ek Industries, Inc. Mon Jan 8 10:18:45 2018 Page 1 ID:3zzrE5595qHBqKdROwR6OYzkwee-IbQ5rxVMVqb2OOduC9SoN6?vPfilNWBh291\/fizxS_O 3-7-8 3-4-8 1,SX4 it 3 3x8 = 3x8 11 4 1-7-8 4x4 = Scale = 1 25,0 L-0—ADlN-G(pSf) —SPACING1 T D-E-F —L in(loc) —/defl0-0 CSI. 1-1d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0,28 Ver(l-l-) -0.02 5-7 >999 240 MT20 244/190 TCDL 10.0 Lumber DOL t25 BC 0.73 Vert(CT) -0.05 5-7 >999 180 BCLIL 0-0 i Rep Stress Incr NOWB 0.40 Hor-z(CT) 0.01 4 n1a rue BCDL I 10. 0 Code FBC20171TPI2014 Matrix -MP Weight: 80 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins, BOT CHORD 2x6 SP No.2 except end verticals. WEBS 2x4 SP No.3 BOT CHORD Rigid ceiling directly applied or 10-0-0 Do bracing. REACTIONS. ( lb/size) 1=1775/0-3-8, 4=1644/Mechanical Max Horz 1=81(LC8) Max Uplift 1 =-496(LC 8). 4=-465(LC 8) FORCES, ( 11b) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 1-2=-2414/634 BOT CHORD 1-5=-633/2181, 4-5=-633/2181 WEBS 2-5=-541/2082, 2-4=-2486/722 NOTES- 1) 2-ply truss to be connected together with 10d (0.131"xY) 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 0-7-0 oc. Webs connected as follows: 2x4 - I row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph, TCDL=4,2psf, BCDL=3.Opsf, h=25ft, B=45ft, L=24fti eave=4ft, Cat. 11: Exp C: Encl., GCpi=0.18; MWFRS (directional), Lumber DOL=1.60 plate grip DOL=1.60 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0jasf 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 496 lb uplift at joint I and 465 lb uplift at joint 4, 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1486 to down and 449 lb up at 1- 8-12, and 829 lb down and 210 lb up at 3-8-12, and 829 lb down and 210 lb up at 5-8-12 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=1.25, Plate lncrease=1.25 Uniform Loads (plo Vert: 1-3=-30, 1-4=-10 Concentrated Loads (to) Vert 5=-829(B) 8=- 1 486(B) 9=-829(B) AO, WARNING- Verify design parameters and READ NOTES ON THIS AND INCLUDED WITEK REFERENCE PAGE MII-7473 rev. 1010312015 BEFORE USE. Design valid for use only with MiTeex, corrections, This design is based only upon parameters shown, and is for an individual building component. not 1 19 atrusssystem. Before use, the building designer must verity the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web andior chord members only. Additional temporary and permanent 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 musses and Truss systems see ANSIrTPI1 Quality Criteria, DSB-89 and SCSI Building Component 6904 p arse East Blvd Safety Information available from Truss Plate institute, 218 N. Lee Street, Suite 312 Alexandria, VA 22314 Tamp.FL 36610 Symbols PLATE LOCATION AND ORIENTATION Ill 14- 13 '4 " Center plate on joint unless x, y offsets are indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 0_`!, 116" For 4 x 2 orientation, locate plates 0- ",4' from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. W WTI " 11:1 Mfo 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. Min size shown is for crushing only Industry Standards: ANSI/TP11: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 1 dimensions shown in ft-in-sixteenths I( Drawings not to scale) K BOTTOM CHORDS 3 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal injury 1. Additional stability bracing for truss system, e.g. diagonal or X-bracing, is always required. See SCSI. 2. Truss bracing must be designed by an engineer. For wide truss spacing, individual lateral braces themselves may require bracing, or alternative Tor I 0 bracing should be considered. 3. Never exceed the design loading shown and never stack materials on inadequately braced trusses. IL 0 4. Provide copies of this truss design to the building 1-- 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 NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1 311, ESR-1 352, ESR1 988 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 ANSI1TPI 1 section 6.3 These truss designs rely on lumber values established by others. 0 2012 MiTek® All Rights Reserved MiTek Engineering Reference Sheet Mll-7473 rev. 10/03/2015 6. Place plates on each face of truss at each joint and embed fully. Knots and wane at joint locations are regulated by ANSI/TPI 1. 7. Design assumes trusses will be suitably protected from the environment in accord with ANSI[TPI 1. 8. Unless otherwise noted, moisture content of lumber shall not exceed 19% at time of fabrication. 9. Unless expressly noted, this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structural consideration and is the responsibility of truss fabricator. General practice is to camber for dead load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements, 12, Lumber used shall be of the species and size, and in all respects, equal to or better than that specified. 13. Top chords must be sheathed or pudins provided at spacing indicated on design, 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed, unless otherwise noted. 15. Connections not shown are the responsibility of others 16. Do not cut or after truss member or plate without prior approval of an engineer. 17. Install and load vertically unless indicated otherwise. 18. Use of green or treated lumber may pose unacceptable environmental, health or performance risks. Consult with project engineer before use. 19. Review all portions of this design (front, back, words and pictures) before use, Reviewing pictures alone is not sufficient. 20. Design assumes manufacture in accordance with ANSI1TPI I Quality Criteria. 13'- 4" GARAGE 21._ 0" 0 12' 1/2- 24" ;N 24" 24' 24" 24" 24" 16" 24„ 24" I 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. 21'- 0" I L 5 - HUS26 1-PLY HGR O 4 - HGUS26-2 2-PLY HGRS. A L 16 - HHUS46 FLR. HGRS APPROVED TRUSS ANCHOR BY BUILDER BOTTOM =4x2 TOP = 4x2 2x4 Cont. Band APPROVED TRUSS ANCHOR BY BUILDER PLUMB CUT OVERHANG HEEL HEIGHT = 2 x 4 BOTTOM = 2 x 4 TOP= 2x4 6 l j 12 I fir'- 12" TRUSS END DETAIL MID - FLORIDA LUMBER ACQUISITIONS BARTOW, FLORIDA TRUSS LOADING CONDITIONS J rG j,'v(xG S TRESS S a y M H9S t N t aN 1 Sri ORSS R RP. E Bv Q NP,l BINDS JJ Nu PS TO i tf AT aN_ L PSE BS N RD Park Square Homes1730 - A Sundance - A v.ii3t P 1730A='= N/A 9 2&-17 Bmac Product Approval Specificationm m m ~m Form C Permit# Project Location Address_3 As required by Florida Statute 553.842 and Florida Administrative Code9N-3. please provide the infornnationandprnduotepprova|number(a)onthebui|dingconnponentm|iotedbe|ow ifthey are tobe utilized nnthe construction project fnrvvhiohyouaneopp|yingforabui|dingpennit. VVerecommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Beaware that windows, aky|ighta, and exterior doors must betested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can beobtained ot . The following information must be available on the jobsite for inspections: 1. This entire product approval form t 2. A copy of the manufacturer's installation details and requirements for each product - Category / Subcate Manufacturer Product Description Florida Approval # include decimal) 1. Exterior Doors Sliclinq MI Windows and Doors Series 420 Alum SGD - 2 Panel FL 15332.4 Roll Up 2. Windows Hung MI Windows & Doors Series GA 185 Aluminum SH FIL 17499.2 Single Slider Horizontal Casement HungDouble MIWindows Doors SeriesGA 185 Alum Picture Fixed FL1 5349.1 Fixed Awning Pass Through MullionsMI Windows & Doors 5764 Verical Alum Mullion FIL 153532 Wind Breaker Dual Action LOther June 20] 4 PIAW Categoryl Subcategory Manufacturer Product Description— Florida Approval # including d q M L 3. Panel Walls Sidipq James Harding Bldg Products Hardie Panel Ll 3223.2 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 Underlayments Roofing Fasteners Warrior Roofing 15 and #30 Roofing Felt FL2346,1 Nonstructural Metal Roofing Wood Shakes and Ship,gtes 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 Approval # include Florida= decimal) 5. Shutters Accordion Bahama Colonial Roll up Equipment Other 6. Sqqqtjs_ SkAiRhts Other 7. Structural Components Wood Connectors Anchors Truss Plates En ineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Applicant's Signature Applicant's Name VNsj, Please Print) June 2014 Florida Building Code Online Pacye I of ') z r4ZZ':ZZ' X, 'C'47 BCIS Herne Log in Use, Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BOS Site Map Links Search USER: Pubibc User Product Approvaldb` pr ELO J ec, A -LOAa, Meg, 1 12, > Ap -Lt I Application DetailL2 _!i_qAL FL # FL8871-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbidgconsultants.com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmid', P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By EL-6-811 RS CO', 1b)_LerLif,,.ae of Indeenden d, -L_f tp n#a rd Year ASTM D1929 1996 ASTM D2843 1999 ASTM D6335 2003 ASTM E1300 1998 ASTM E84 2000 ASTM, G26 i995 TAS 201, 202, 203 1994 Florida Licensed Professional Engineer on Architect LLE :1 it ht tp://W-vvu.floridabuilding.org/pr/pr app dtl.aspx?paraiai=wGEVXQAtDqt l3lj NI"ak2nHrp.., 2/10/2018 Florida Buildina, Code Online Page 2 of 3 Sections from the -lode Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method I Option D 10/17/2017 10/17/2017 10/19/2017 12/12/2017 FL # Model, Number or Name Description 8871.1 a, "ClassicCraft Rustic" Series 3'6 x 8'0 "Impact" Opaque Fiberglass Radius Top Single Door (X) - Inswing or Outswing Limits of Use Installation Instructions 1L S, - 7 pcifApprovedforuseinHVHZ: Yes FLS87` PIS I is 1.1 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 I E.il-Rs specific Model and for any other additional use limitations I 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 il 8871,2, if 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 L ES?I 2` specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions. 8871.3 c. "ClassicCraft" or "ClassicCraft T6 x 8'0 "Impact" Opaque Fiberglass Single Door with Rustic" Series Sidelte (OX or XO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes L! 71 E1,1 'I ILI Inst 88". 1 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 Ra AE 'bI Eva[ 8871, 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.) 8871A d. "ClassicCraft" or T6 x 8'0 "Impact" Opaque Fiberglass Single Door with Rustic" Series Sidelites (OXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in i Yes cLinst BEL,4,prjl 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 Descin Pressure Ratings by FL8871 R8 AE Eva! qS71 4_pdf specific Model and for any -other additional use limitations Created by Independent Third Party: Yes and installation instructions. (For FiberClassic and Smooth Star sidelites, this product approval requires the use of "Y' part numbers for these sidelites, which have been stained or painted within six months of installation.) 8871,5 e. "FiberClassic" or Smooth ta-r'O x oo-r (--X--) ------------- 0 "Impact" Opaque Fiberglass Single D Series j inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes LL _ _7 RE 1 1 1 Ll ', n st 81, L_p Lff 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 FlJ8_811 R AF specific model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions, http:,/,.,;NN-\N-w.floridabuildiiic,.or,,' r/ r app dtl,aspx?pal-am='A GEVXQIA-tDqt,73 . /10!`1018 Z:, _/P T — _3 JNN"a 2nHrp.. I 2 Florida Building Code Online Noe 3 of 3 8871.6 If, "FiberClassic" or "SmoothS' ar" 3'0 x 8O "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 887r 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 F 84__, ll--E LAE--LLLEYa=i,-(l-P-Of specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions, (For FiberClassic and Smooth Star sidelites, this product approval requires the use of `)" part numbers for these sidelites, which have been st ained or painted within six months of installation.) 8871. 7 g. "FiberClassic" or "Smooth Star" 3'0 x 8'0 "Impact" Opaque Fiberglass Single Door with 1 Series Sidelites (OXO) - Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL8E;L1Approved 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 F Laa -11 _ip,OE_ 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.) 8871. 8 h. "FiberClassic", "Smooth Star", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door (XX) ClassicCraft" or "ClassicCraft Inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in HVHZ: Yes 1,ns, S871 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 L-a-R L, L_ki l41—F ILL —va I _HL" L3-Z!f specific Model and for any other additional use limitations Created by Independent Third Party: Yes and installation instructions, 8871, 9 i. "FiberClassic", "SmoothStar", 6'0 x 8'0 "Impact" Opaque Fiberglass Double Door with I ClassicCraft" or "ClassicCraft Sidelites (OXXO) - Inswing or Outswing Rustic" Series Limits of Use Installation Instructions Approved for use in HVHZ: Yes 1 b I In I IS 817 1 Approved for use outside HVHZ: Yes L_ 2 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 LLS f? / IR 9 A E 1 8 9, 1 c)dfspecific 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 requiresthe use of ")' part numbers for these sidelites, which have been stained or painted within six months of installation KE 1=1 Q91n taccQ 201 Blair Stone R.ao_Tklla_hasS F _t The State of Florida is an AA/EEO employer. a of Florida. :: Privacy Statement -m nt Eg!Mnr atem ut Under Florida law, email addresses are public records. If you do not want yopr,e-mail address released in response to a public -records request, do not send electronic mail to this entity, office Instead, contacttheocebyphone or by traditional mail. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455. 275(1;, Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee, however email addresses are public record, if you cio not wish to supply a personal address, please provide the Department with an emai, address which car, be made avanaDin, to the public Tr, determine if you are a licensee under Chapter 455, F.S_ please click tiftLi,_ Product Approval Accepts: Crc",JV, Car(` Safe http://' NN-"- w.floridabuildinL,.org,'pr/pr— app_dtl.aspx"pat-ai-ii=NN,GEVXQ-,N-tDqt-'IJ)A,ak2i-LHrp... 21/10/2018 Z,, INSWING / OUT SWING GENERAL NOTES "IMPACr' I . This product has been evaluated and is in compliancevAth the 6th Edition (2017) Florida Building Code (FBC) structural requirements including the "High Vebr-ily Hurrlcane Zone" (HVHZ). 2. Product anchors shalt be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco, 3. When used in the "HVHZ" This product complies wilh Section 1626 of the Florida Building Code and does not require an impact resistant covering, 4. When used in areas outside of the 'HVF1Z" requiring wind borne debris protection, this product complies with I-Eic Sections 1609.1.2 & R301,2,1.2 and does not require an impact resistant covering. This product meets missile level "U' and includes Wind Zone 4 as defined in ASTM E 1996 and FBC Sections 1609.1.2.2 & R30121 2J. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate From the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. Outsving configurations using coastal sill item 94 under active doors; meet water Infiltration requirements fol"14VITZ", 8, Insviing configurations and oulswing configurations using sill item 45 under the door do not meet the wafer infiltration requirements for the "HVHZ" and shall be installed only in non -habitable area-, OT at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill is less than 45 degrees, 37.75" MAX. FRAME WIDTH 36.09'MAX, PANEL WIDTH 7 si z O OVERALL DESIGN PRESSURE (PSF) BOOR TYPE. FRAME POSITIVE NEGATIVE - DIMENSION INSWING 37,75" x 98.00" 80.0 80.0 SMOOTH OLITSWING 37.75" x 96,50" 80,0800 80.0 STAR INSWING 37.75"x 98.00" 80.0 80.0 FIBER OUTSWING 37.75" x 96.50" 80,0 80.0 CLASSIC See Street 8 for design pressure iimitqtbns. NJ. S. By: FL- 5871.5 46 r 41 EXTERIOR (47) 1p11 U N z° A y xzd INTERIOR rA2_d6 C_ 42 g m s i ti 2 a v0 J o 04 1 HORIZONTAL CROSS SECTION s w 6OEO y E °z U_JC7proofJR 11 4.02" - n >' 1.53' iz TYP_ 4 C2 13 coRNEuS o OFPANE a _ EXTERIOR INTERIOR o ° 4 2 I G ! ! 42 TQP RA(L 43 LOCK STILE Y x r DETAIL A -A - ® -- -- - m 40 DOOR PANEL E' Smooth Star 41 a oRf V VJ ooc00000 da w i O o 0000 o c o0000o d7 z 1.53" .-- o 1 on000, 0 43 iT f UOOOOJ OnnfJ 'olT_ c1 4 J W fl( OCo'iO O (11001, NJ A-x 6 a o 0 0 0 o o (HINGE STILE / BQTTOM RAIL ._ dT44_ o r, z u o 000voo 28-85%C>YEN 2 VERiiCA1 CROSS SECTION one p 22 08S000000oAREAMAX. ` oo.00000 45 .,tea N.T.S. n00000ocooeo — J a« : nws CHK BY: LFs — DETAIL A -A --- CAWING nYJ,:.. Panel reinforcement FL--8877.5 a NOTE: WOOD DOOR COMPONENTS: PINE (SG >= 0.42) n 2 or g 464 bd 6677 bi EXTERIOR 67 63 a o a 7 0W ••. a i 6 n J 1 INTERIOR p ° z 6tb2z 93 6 bb- N°so 9 m, oa n n ' " m a a In 1 HORIZONTAL CROSS SECTION 3 67 E z o Jb J O O 4.02' TYf', v13 CORNERS J IOFPANFLEXTERIORINTERIORo a a D C2 70PRAit 63 LOCK STILE y Y m DETAIL A-A CtdQ DOOR PANEL m Fiber classic 0 0 N a o oon oti0 O him 0000000 b2 w dw2 to bA ooc0 •0 63 = v r0000no 1.53"-^- o>>>n sD ¢ 00000 66 = — J a . a u a 00000r v fl nf 00000 An / n> Z o<ao0oocrso {{'' 00no f> r3 O O / coo o 6S 90TTOM RAIL D o00n so0 `9-f.` E4 28 8bl OPEN r I ARFA. MAx. VERTICAL CROSS SECTION flxh o/27/08 00 b5 3 0 <s n o cns- N i S. 01 r awc sv I,0coo-- rw. er: LFS-- 3 DETAIL DRA-IG : z m Poneireinfcrcement FL-8871.5 NOTE: WOOD DOOR COMPONENTS: PINE (SG >= 0.42) s 3 0= 8 0 0 INTERIOR EXTERIOR f- HORIZONTAL CROSS SECTION J7 1 1111-119 shown inswingI'll approved om z 0 ro 0 ro o E 0 Oro 7 'd Zzin10 UICDll coto w V Eo co cl, O I 1-114"MIR EMB, (TYP.) DA7E_05/ 2Z08 SME; N.T,S. DWG. BY. Dws LFf FL- 5871.5 rEET 4 r 8 Ln z EXTERIOR INTERIOR rlVERTICAL CROSS SECTION Outswing shown - inswing also approved EXTERIOR INTERIOR VERTICAL CROSS -SECTION Inswing configuration see general notes, sheet I for " HVHZ" water infe4ration requirements X EXTERIOR - r//-/ i A-1 - INTERIOR 2VERTICAL CROSS SECTION 5 Shawn w)1X sub -buck EXTERIOR INTERIOR VERTICAL CROSS _ SECTION ins wing fig, j ? ration ' notes, sheet I for 14WHir" water infiltration requirements INTERIOR N.* 1Z 6 a C W 6 0 Ci- DM k T VERTICAL CROSS SECTION Outswing configuration see general notes, sheet I for"WW" water infiltration requirements INTERIOR EXTERIOR VERTICAL CROSS SECTION. Outswing configuration see general no res, sheet I for "HVHZ" wale, infiltration requirements V) z 05122105N. 7- S. By DWS LFS FL- 8871. 5 5or 8 t " r z° o aof Z p i 1 oZ o 4 0 1) tttt z o m L a X 0 TYP. HEAD & " o o£ o a JAMBS TYP D & m 2 N dMASONRYMASONRY _ JAMBS a OPENING J j— OPENING V o z I{ O J d a ° N FRAME- U O 2XBUCK 2XBUCK- as zQ W ff i iqY 0 0 xJ m BUCK ANCHORING HINGEJAMB FRAMEANCHORING STRIKE JAMB m m Masonry 2X Muck construction o fl ca m v o CONCRETE NOTES; 1. Concrete anchor locations at the comers may be adjusted to rnarntatn the min. R P edge distance to mortar joints. 2. Co ncrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the rnin edge distance to mortarjoints, additional concrete anchors a a a ti may be required to ensure the "MAX. ON CENTER' dimension are not exceeded. 2 3. Concrete anchor table: i0< 2 b on a A 2 0 . C N N o a 72) N D-:05122108Itwz t s nth: N.T_S. ELCO 1 j4,. I.3J4,. 4" t n 2 z° le: 0 z 6 V TYP. HEAD i'; JAMB$ To p — Z O V c" MASONRY A r p o OPENING r m r !t E 0 J n. r17 x Lo 03Jo FRAME - 15 x v Ln L J / s I rctiZ 4 w T n N 1XBUCK -- - - n. n. xx rcrm LATCH & DEAD1011DETAIL n o 0 N a> N ti V n`..:c yr y STRIKE +` o c n' AM8 11 --_ _— !r_ FRAMEANCHORING O o o a CONCRETE ANCHOR NOTES: (y 7. ConrretP anchor locaticx,s at the comers may be adjusted to maintain the min- Masonry 1 X buck construction! - edge distance to mortorjaints. 2. Concrete anchor locations noted as "MAX. ON CENTER" most be adjusted to ` ; o _ 22 mointain the min. edge distance to mortar joints, additional concrete anchors may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. % - • t i 3. Concrete anchor table: - r MIN. —CLEARANCEMIN. CLEARANCE 12 ANCHOR ANCHOR MIN. -- 70 MASONRY. TO ADJACENT 2 c TYPE SIZE EMBEDMENT EDGE ANCHOR 1TW .. DATE: .J 22 //OLt L TAPCON 1J4" 1-1J4" „ 2 4" _.._....._ l 1_-.___ 6 scat[: N T.S. ° HINGE DETAIL -- - p MG. Byr DWS roTW TAPCOO 3/16" 1.1/4" 3" 1'1%2' cwt. ar:--- ITS 3 WOOD SCP,EW INSTALi.AHON NOTES: _----------- DRAWING 4M}.; 1, Maintain a minimum .5/8" edge distance, J"end distance, & 1"o.c. spacing of ft= 8t371.9 0 wood screws to prevent the splitting of wood. - a 5t4 -r 7 OF to BILL OF MATERIALS tTEM DESCRIPTION MATERIAL A 1 X BUCK SC > 0.55 _ WOOD — B 2X BUCK SG > 0.55 WOOD C IJ4" SHlPAAX. IMP ACE --- WOOD._.— PFH _ ELCfl OR iTW CONCRETE— SCREW _ STEEL_ E 4" nnir To AclMASONRY3,OFi0 PSI MIN. CONCRETE CONFORMING CONCRETE 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 G 3/16" X 3-1/4" PFH ITW CONCRETE SCREW STEEL J 14" X 3 3I4" PFH (TYJ CONCRETE SCP,EW — - STEEL F lO X 2 PF -1/2 N WOOD SCREW jl IS" PAIN EMBEDMENT) STEEL 1 INSWING ADJUSTABLE THRESHOLD (IS300AJ) ALUM./WOOD 2 INSWIN_G_THRESHOLD (IS300HP5) ALUM./COMP. 3 INSWING SELF_ADJUST THERMAL BREAK THRE$NOLD (ISP30M) ALUM./COMP. 4 OUWIN TSGCOASTAL THRESHOLD --.-__ ALUM./WOOD 5 OUTSWING STANDARD THRESHOLD - — ALUt t/WOOD b 1NSWIh1G THRESHOLD ALUM./COMP, 7 DOOR B OTTOM SWEEP VINYL H JAMBJPINEJG>-0.42 WOOD 9 JAMB (OAK) SG >= 0.42 WOOD 10 WEATFdERSTRIP - FOAM IF HINGE STEEL 12 910 X 3/4" PFH SCREW STEEL 13 9 X 3" PFH WOOD SCREW STEEL 14 LATCH STRIKE PLATE STEEL 15 SECURITY STRIKE PLATE STEEL 16 8 X 2-1 /2" PFN SCREW STEEL 17 8 X 31d" PFh1 SCREW STEEL 18 KWIKSET SERIES PASSAGE LOCK STEEL 19 STEEL d0 SMOOTH STAR DOOR -SEE DOOR PANEL_ DETAIL SHEET FOR DETAILS ---COMP.--_ 41- DOOR SKIN 0 O72"H STAR Fy b OiYil PSI MIN FIBERGLASS 42 TOP RAIL (SHOOT'-- STARJMOOTH 43 LOCK STILE (SMOOTH STAR) WOOD/LVL 44 HINGE STI1P (SMOOTH STAR] WOOD 45 BOTTOM RAIL (SMOOTH STAR) COMP. 46 PANEL REINFORCEMENT 0.023'"THK SMOOTH STAR I_--- STEEL A7 FOAM CORE _-- POLYURETHANE 60 FIBER CLASSIC DOOR -SEE DOOR PANEL DETAIL SHEET FOR DETAILS 61 DOOR SKIN 0 137" THK. FIBER CLASSIC Fy - 6,000 PSI MIN. FIBERGLASS 62 TOP RAIL (FIBER CLASSIC] - - COMP. 63 LOCK STILE (FIBER CLASSIC) WOOD/LVL 64 HINGE -STILE (FIBER CLASS(C) WOOD 65 BOTTOM RAIL (tFIBER CLASSIC) _.— iCOMP. 66 PANEL REINFORCEMENT 0 023" THK FIBER CLASSIC STEEL 67 FOAM CORE POLYURETHANE 4. 56" fa t I 9 HEAD & SIDE Jamb 5. 72" ---. --.I z M 7 THRESHOLD_ insving adjustable 5. 87" - - -- 3 THRESHOLD tnsvrng zeffcvJprsi THRESHOLD J Oulswing standard 5. 85 > T I THRESHOLD„ tnswnng adjustable 4 iHR£SHO_LD Outwhng coastal 5. 83" — THRESHOL_ D MAX DESIGN PRFSSURE I/- 5D PS J FL.--88 71-.5 a M Florida Building Code Online Pane I of 3 SANW1. Owu40, W xu x, 5CIS Home Log in User Registration Hot Topics Submit Surcharge Stat-1 K Facts Publications F5C Staff 5CIS Site Main Links Search Product Approval USER: Public User Ergd,,jg: aoorovaMenu > L-_ocjrC or A22jj.alto , Search > at > Application Detail FL # FL15332-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer M: Windows and Doors Address/ Phone/Email CSO 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 Assembiies Compliance Method Evaluation Report from a Florida Reg i ste red, Arch itect or a Licensed Ronda Professional Engineer Evaluation Report - Hardcopy Received Florida Enaineer or Architect Name who developed Luis Roberto Lomas the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, PE 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 FL, 15 2QI F-COLLif : : _BAfd_— andard AAMA/ WDMA/ CSA 101/I.S.2/A440 Method I Option D Year 2008 1- ittps:,//, A-w.iloridabuildinc,.orc,/pr,"'pr_app dtl.aspx?param=wCiEVXQA7tDqtHS572qN,-d'v7ld... 2/l/2018 Z' Z: 1 Florida BuildiriL, Code Online Pa'-1- 2 of ') Date Submitted Date Validated Date Pending FBC Approval Date Approved 08/1 1/2C17 08 ' /13/2017 08/15/2017, 0/10/2017 FL # Model, Number or Name Description 15332,1 SERIES 420 ALUMINUM EGO SERIES 420 ALUMINUM SGD OXO 145-3/4"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No LL15332 R4 11 08-005010E_r dj i Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lorries 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports L15332 R4 AE -;0807D nof PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 .ALUMINUM SGD SERIES 420 ALUMINUM EGO OX, XO, XX 96"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No f_ 5P'2 -K4 1',B- 0 49--E nff 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 L 1 _53 -', 2 R:1 AE 5 i 0 8 -' E- D , cff PRESSURE RATINGS Created by Independent Third Party: Yes 15332.3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO REINFORCED 145-3/4"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No F 15-32 R4 11 08-0224K.hdf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62,514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 PL AE 5121168(L df PRESSURE RATINGS Created by Independent Third Party: Yes 15332.4 1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX REINFORCED 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No P4 1' 08-022L,- 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 LLI_5332 R4 -E 51 c,tiK od' PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM EGO SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL., 2 R4_1 - 1 - 08-C - 22,Q * Lpff 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 EJ_EL332 R4 AE 5-23/0 pdf PRESSURE RATINGS Created by Independent Third Party: Yes 15332,6 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX ALUMINUM SGD 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No 1 3'7 TT r) k)O 9 .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 ELL=.-E —1i I PRESSURE RATINGS Created by Independent 7hirc Party: Yes 1 15-32.7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146 X9orl ALUMINUM SGD I Limits of Use Installation Instructions ii Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 1 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports 1-ittps:/'/,AAN,\N--.floridabuildinc,.org/pri"Pr app dtl.aspx?param=wGEVXQ",7tDqtH85'/"-)qN,,dW'ld... /1 /2018 Florida Building; Code Online PaL,e 3, of 3 Other: REFER TO APPROVAL DOC-LiMENT FOR DESIGN PRESSURE RATINGS 15332.8 SERIES 430/440 ALUMINUM, SGD d A_ 8'-) 8 _ D,3 f Create,- by 1noeDenden' Third Party: Yes SERIES 4301440 A-UMINUM SGD XXX 143"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Luis Rober-,o Lomas 625114 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL 1 5332 R4 AEP 510809D..., df 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 fL1=3_4L_0 L2=aff 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 FL R4 AE 512L PRESSURE RATINGS Created by Independent Third Party: Yes HE F71 LQnjgl,' :: 2602 nlgd' Store Poad, Tal.ahassae FL --?c atf;tqg:' y )-47-' Q4 7he State of Florida is an AA/EE0 employer. f Florid m :: At-U dkijllf Under Florida Is,,, email addresses are public records. if you do not wail your e-mail address released in response to a public -records request, do no, send electronic mail to this entity. instead, contact, the OffiCe by phone or by tracitqhamail. If you have any questions, please contact 850.487, 11345. -ursuant to SeCtior 455.2751! r. Florida Statutes. effective October 1, 2012, licensees licensed under Chapter 455, E.S. must provide the Department with an email address if they have one. The smalls provided may be used for official communication with the licenses, However email addresses are public record. If you cc not wish to supply a personal address, please provide the Department with an email address which :an be made available to the Public. 7rc determine if you are a licensee under Chapter 4H, F.S., please click nee Product Approval Accepts: Car"), Safe https:,""" NAr\A,-A,-.floridabui I ding. or-,/ I pr I pr app d.tl.aspx?paraiii=wGEVXQN-tDqtH8572q-,,7dNA,'Id... 2/1/2018 NOTES: 1 , THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE. 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED 10 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 IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SEIECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 113 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT 10, FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11 ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A, WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D, METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 .048" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX, XO, XX, XP, PX, XLP, RIX TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS REVISIONS DESCWT)ON DATE AlIM 1) ADDED FLANGE AND FIN INSTALLATION 12/10/13 R REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET PA 17030 9 L GRATZ, SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" NOTES WTAfF RIV 05-02249 C NTS 13 SHHT — SCALE "-E T10/30/1 OF 10 if 110,0 L ROBER70LOMASPE Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 FL No.: 62514 434689-0609 r8cmas(DIdo—sp—m 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX - 17" MAX O,C' 6" MAX 6" MAX 17" MAX O.C. 96" - MAX FRAME HEIGHT MA6" X ---.__..-------- R _- SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING f35,OPSF NONE SEE CHARTS #1 AND s2 FOR OTHER UNITS RATINGS NOTES: I. MAXIML IM PANEL S17E: 48 1/2" x 95' fIAXIMUM D1..0.: 44 5/8" x 90 5/ti" HARDWARE SCHEDULE 1) FLAT MOUNTED HANDLE SET (99-04-145) AT38 3/4" ON CENTER FROM PANEL BOI l OM 1) ME FALLIC TANDEM ROLLERS (99-17-195) AT EACH END OF PANEL BOTTOM RAILS ALUMINUM 6063-FG R EINFORCEMFNT (686) AT ALL PANEL. INTER LOCKS REMSIONS DESCRFMN RATE AF'FPOVEO ADDED FLANGE AND FIN INSTALLATION 12f 10/13 R-L. _- REVISED INSTALLATION DETAILS 08/03/15 R.L.. REVISED INSTALLATION DETAILS 06/21/17 1 R.L. CHART# 1 WNFRE WATER 1NFIL (RATION RESISTANCE IS REQUIRED. SFF MOTE 0 SFIEFT I Design pressure chart (pso Fraan Singh Pas I and JMA Ra- VAdlh (m) Light 30. 0 3b.0 42.0 46.0 60, 00 72,00 84,00 96,00 Pos Neg Pos Neg Pos T Neg Pos Neg 84. 0 40.0 58A 40S 50,9 400 45.7 400 420 88.0 40,0 55.2 40.0 48.0 40.0 43.0 39 4 394 92.0 40.0 52.4 40.0 45A4 4 040.6 37.1 37.1 96.0 40.0 49.8 10.0 43.1 38 4 38A 35.0 35.0 CHART N2 WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SFE NO'((-- 9 SHEET 1 Design pressure chart (psf) France tP !' aril anu' Tvtal 6ram'ASdih {m) F#:x} t k 30.0 ,,?6.0 42.0 48.0 Lm) 60. 00 7200. 84.00 96,00 Pos Neg Pos Neg Pos I Neg Pos Neg 84.0 88.0 58.4 55.2 58.4 50.9 55.2 480 50.9 480 45. 7 43.0 45.7 43.0 42.0 39A 42i) 39A 92, 0 524 52.4 45A 45A 40.6 40,6 3Z1 37.1 86.0 ILLL 49.8 43.1 43.1 38.4 L38.4 35-0 35.0 CHART #3 Frame Number o7 anchor Coca [ions required SN,gIe Panel and T01a1 f rarcw Wuiih i r) fleight 30. 0 36.0 42.0 48.0 60.0 72.0 84.0 96,0 in) IT S Jamb HBS lamb H&S Jamb H8S Jamb 84.0 4 6 5 6 6 6 6 6 88.0 1 4 1 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 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" ELEVATION DRAWN: I REV V.L. 08-02249 C SCALE NTS° ATE 10/30/13 ' s"E 2 OE 10 L ROPERTO LOMAS 1'_E. 7432 WOODFORD RD LEWISVILLE, NG 27023 4,,74AB80609 rl7pmasLa lr7nmasA,w.com SIGNED: 06121121017 9I I I IL(0 y C' E N 73 ,TATE OF 7 1111 Luis R. Lomas P.E. FL No.: 62514 6 MAX 6" MAX 17" MAX O.C. 96" MAX FRAME HEJnTT 6** MAX 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED 17" MAX O.C. SERIES 420 SGD REINFORCED WITHOUT ADAP-T-E14 EXILITIOR VILIN DESIGN PRESSURE RA 7 ING IMPACTRATING 35.OPSF NONE SEE CHANTS 4'1 AND #2SHEEI 2 FOR ORIER UNITS RATINGS HARDWARE SCHEDULE A III) FLAT MOULIVED HANDLE SET (99-04-14-,)AT381/4"ON CENTER FROMPANEL_BOTTOM I, (_ I)_MFTAI-I-IC_fk,DEMROLLEPS(99-1/-195)ATEA(-.HE JDC)FPA IELBOTl()MfRAI[,S I'] Att)4AlritJM6063-T6REINFC)RCEMFrIT{668)AFAt.I.PANELiNTERt-,OC-KS 6" MAX 2) ANCHORS PER LOCATION AT Sill SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED DESCRIPTION ADDED FLANGE AND FIN MSIALLATION REVISED INSTAI LATION DETAILS REVISED INSTALLATION DETAILS NO TES: I, MAXIMUM PANEL SIZE 48 112" x 95' 2. MAXJMUMD.LO, 44518"x90518" CHART# 4 Number of anchor locafions qua. Sngle Panel and Total Ut-itvMdlh (n) Fras D 30,0 36,0 42.0 48.0 Fle,ght In) 60, 0 72,0 84.0 96,0— H8S I Jamb H&S I Jamb H&S I Jamb HASTJamb 84,0 4 6 5 6 6 6 6 Fi 88.0 4 6 5 6 6 6 6 6 92.0 4 6 5 6 6 J]d666 6 96.0 4 6 5 6 G G 1 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" FIN ELEVATION DRAWN: Dw( 3 N0. REV V.L. 08-02249 c SCALE NTS JDATE 10/30/13--7SHEET3 OF 10 I ROBER70LOMASPF 1432 WOODFORD RD LEWISVILLE, NC 27023 434 6813 0609 rlto,-,((Dfdo—p, — DATE MIPRUV{ D 12/10/ 13 R.L. 08/03/ 15 R.L. 06/21/ 17 R.L. SIGNED: 0612112017 Q E No, p 61 T AT OF v/ /0' NA 01111HO Luis R. Lomas P.E. FL No.: 62514 1/2" MIN. EDGE DISTANCE WOOD FRAMING 1 3/8" MIN. ENT OR 2X BUCK BY OTHERS 1/4 MAX SHIM 10 WOOD SPACE SCREW 10 WOOD SCREW WOOD FRAMING OR 2X RUCK BY OTHERS EXTERIOR 1111 1111 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES I INTERIOR AND EXTERIOR FINISHES, BY OTHERS, N0T,';RC4VN FOR Ct ARITY, 2 PHYME TER AND JOINT SEALANT BY OTTIFRS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SILL TO BE SET IN A BED OF APPROVED SEALANT MIN. ENT AIN. 1-1 11-11.1c REV15nNS DESCRIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION R. L. REVISED INSTALLATION DETAILS "mv, 5 R.E. REVISED INSTALIATION DETAILS 06/21/17 1 P1, 1 3/8" MIN. 1/4" MAX, EMBEDMENT SHIM SPACE T INTERIOR 1/2 MIN rLEDGEDISTANCE mi ic 11 10 WOOD---' U SCREW EXTERIOR WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X DUCK WOOD FRAMING —FRA—M—IN—GO—H 2X BUCK INSTALLATION BY OTHERS SIGNED: 0612112017 I WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 9 • L 0 E N SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" 7-o, FRAME INSTALLATION DETAILS TAT ; Q, ZDRAWN: DWG NO. 49 cV, L. 08022 401` 0 R ti0' scm E NTS I—F 10/3:0:/:1 310 L. RODER 10 LOMAS FIE Luis R. Lomas P.E. 1432VZOOOFORORDLEMSOLIE, NO 27023 FL N 62514 434-6880609 METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE r 1/4" MAX. 0 F SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR I I I I I I I I INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 112' MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCHIRE INSTALLATION NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, I IERS, NOT Sl 10 WN FOR CLARITY 2 I'LHIME rEH ANO JOJLJT SEALANT BY OTHERS TONE 1) ES K' , NE D IN A G C OROANCE WI T14 AS TAT F2112 v- 1/2" Mi EDGE DIST/ J— 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS R"SIONS 7--l- DESCRIPTOR DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12110113 RA, B I REVISED INSTALLATION DETAILS 08/03/15 R, L. C REVISED INSTALLATION DETAILS 06/21/17 R. L. JAMB INSTALLATION DETAIL METAI. STRUCTURE INSTALLATION SIGNED: 06121,12017 MI WINDOWS AND DOORS LLC 9 L 650 WEST MARKET STREET• GRATZ, PA 17030 S o E Nq SERIES 420 SGD REINFORCED WITHOUT ADAPTER S 0 51 96" X 96" FRAME INSTALLATION DETAILS TAT OF DRAWN! DWG ND. REV Awti 40R1 V, L, 08-02249 C AL .... SCALE FITS JDATE 1 0/30/1 3 1 SHEET5 OF 10 7jT1 1111 W\\ L. R013ER TO t 0A4AS P. F 1432 WWOFORD RD LEVIISV/LLE, NG27023 Luis R, Lomas P,E. 434-6860509 FL No.: 62514 1 112" MIN I" MIN SEPARATION EDGE DISTANCE 4 1 1/4" MIN. EMBEDMENT CONCRETE/ MASONRY -_; — ------ BY OTHERS 1/4" MAX, SHIM SPACE OPTIONAL 1X BUCK TO 13E PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR I I II 1111 INTERIOR SILL - 10 BE SET IN A BED OF APPROVED SEALANT 1 1/4" MIN. EMBEDMENT 4 2 7 /88'- MIN _r I" MIN. SEPARATION EDGE DISTANCE VER DCA L C17OSS SE C 7 ION CC INCHE TEIMASOLAR Y INS TAN AT IDN 1 1/4" MIN. EMBEDMENT T- 1 MIN. EDGE DISTANCE MIN SEPARATION RE' DESCRIF1 ON DAIE APPRO EO A ADDED FIANCE AND FIN INSTALLATION 12/10/13 R.L. B REVISED INSTALLATION DETAILS 08/03/15 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1/4" MAX. SHIM SPACE 11 INTERIOR 3/16" TAPCON EXTERIOR CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL CONCRETEIMASONRY INS 7ALLA 71ON OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 P40TES: 1, INTERIOR AND EXTERIOR FINISfIFS, 8YOTHERS, MOT SHOWN FOR CIARITY. 2.f'EfllP,4ETERANOJOINT SEALANT BY07Ntf3.;TOBE DESIGNED INACCOFIDAN(',EWITliASIMl-2112 SIGNED: 06/2112017 MI WINDOWS AND DOORS LLC 650 R. L WEST MARKET STREET GRATZ, PA 17030 E il,19 SERIES 420 SGD REINFORCED WITHOUT ADAPTER AD -51 96" X 96" t' az FRAME INSTALLATION DETAILS T OF DRAWN! NO, L . 08-02249 VCWD AL SDATEF E NTS10/30/13 IE, 6 OF 10 UlII\\ W I f? 0f3FPf0I0AlASPF Luis R. Lomas P.E. 1432'AVOOOFORE),'?[)LEVVISVitl-E,NC27023 FL No.: 62514 434 688060911 SOIIkr,—pe— 1/2" MIN. EDGE DISTANCE WOOD FRAMING 1 3/8- MIN 0 BY OTHER'S EMBEDMENTR2XBUCK 1/4" MAX. SHIM SPACE 10 WOOD SCREWS EXTERIOR [H-1 JHJ INTERIOR 0 BE SET IN I OF VED SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN. AENT LV,L UlJIANt VERTICAL CROSS SECTION D/ 000 FRAMiNG OR 2X BUCK INS7ALI A TION NOTES I. lNrFRiORAND I-XTERK)f3flNlS}IES,BY07liERS, NOT SfTOVVNFOR GtAR)lY. 2. PERIMETT R AN0,10INT SEALANT 8YOUILRS IOBE I)FSiCNFI)INACCORDANCE WiTliASTlvfF2112 RVASPHS DES RADON DATE APPROVED ADDED FLANGE AND FM INSTAL -I ATION 12/10/13 R.L, REVISED INSTALLATION DETAILS 08/ 03/15 RL. REVISED INSTALLATION DETAILS 06/ 21/17 R.L. 1 3/8" MIN, 1/4" MAX. EMBEDMENT SHIM SPACE INTERIOR 1/2 N rr— l wff— — CE M' EDGE DISTANCE L-- V, r 10 WOOD ---- n SCREWS I n EXTERIOR SINSTALLATION DETAIL WOOD FRAMIN OR 2X BUCK WOOD fRAMINFORiXBLICHINS7AI.LAFIC)N BY OTHERS SIGNED: 01312112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 ytGcNSfi> ysrr tiny SERIES 420 SGDREINFORCED WITHOUT ADAPTER 96 X 96" FLANGE INSTALLATION DETAILS ASTATE OF DRAWN! DWG ND. 0 Al V. L. 08-02249 C 10tqM- SCALE NTS I DATE 10/30/13 1 SITEET 7 OF 10 L P00FRT010MASPI 1432 WOODO) RD RD I EIN)SVII LE, NG27023 4345880609 Luis R. Lomas P, E, FL No.: 62514 METAL. STRUCTURE BY OTHERS 10 SMS OR SETE DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INS TALLAHON NOTES: 1. INTERIOR AFJO EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCF WITH AS 7ME2112 1/ 4" MAX. SHIM SPACE MS OR DRILLING V L TO BE SET IN BED OF PROVED SEALANT I 1/ 2" MIN. EDGE DISTAN( T 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS In i1AV RiVi510NS REV DESCRIPTION DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS 05/03/15 R.L C REVISED INSTALLATION DETAILS 06/21/17 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLA NON MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTS 96" X 96" FLANGE INSTALLATION DETAILS DRAWN- V. L, 08-02249 SCALE NTS DATE 10/30/13 SNEEr8 OF 10 L. RODERTO LOAAAS P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434- C88-0609 Aloe— lfl—laspa.— SIGNED: 06/2112017 R = yo 51 * - iTA SPATEOF •}}, acv o0fi Z0R1DA. C ONA1 yCa ti Luls R. Lomas P.E. FL No.: 62514 1 112" MIN. 1" MIN_ SEPARATIONEDGE DISTANCE 1 1/4" MIN, EMBEDMENT CONCRETE/ MASONRY BY OTHERS 1/4- MAX. r SHIM SPACE OPTIONAL - T1XBUCK 10 BE PROPERLY SECURED SEE NOTE 3 TSHEETI 3/16" TAPCON 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR LL-fl LLJJ INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 1 1/4" MIN, EMBEDMENT 2 7/8" MIN, 1' MIN, SEPARATION EDGE DISTANCE VERTICALCROSS SEC17ON CONCRETE/MASONRY INSTALLATION 1 1/4" MIN. EMBEDMENT MIN, EDGE DISTANCE MIN. SEPARATION 3/16- TAPCON CONCRETE/MASONRY BY OTHERS OPTIONAL 1X (SUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 REVISIONS REV DESCRIPTION DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS 08/03/15 R. L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1/4- MAX. SHIM SPACE INTERIOR n FE EXTERIOR JAMB INSTALLATION DETAIL GONCRETEIMASONRY INS TALLA NON NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY 01-HERS LOT BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED: 0612112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET I5 g'• I () /// GRATZ, PA 17030 tiC E N 6, .7, SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" FLANGE INSTALLATION DETAILS 1AT OF DRAWDRAWN:llwl 1 0 . . 141, - . V.L. 08-02249 i SCALE NTS ]"10/30/13 1 SHEET 9 OF 10 ffLfIn I I I I L. ROBEP TO LOMAS A. E 1432 WOODFORD RD LEWISVILLE, NC 27023 Luis R. Lomas P.E. FL No.: 62514434-6080609 VvLl I' 1111TAII, BY OTHEF EMBE APPRO\ SEAU BEHIND 5 WOOD SCREW APPROVED SEALANT BEHIND FIN 8 WOOD SCREW 7/16- MR EDGE DIST4 R"SIMis 1/4" MAX REV 9ESCRIPTION DALE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 8 REVISED INSTALLATION DETAILS 08103115 R.L. C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 5/8- MIN.. EDGE DIST. TRIM 1 1/4" MIN. INTERIOR EMBEDMENT MASONRY/CONCRETE BY OTHERS IX BUCK BY 01HERS, HOOK STRIP IX BUCK TO BE PROPERLY SECURED 7/16" MIN 3 16 1TAPCON EDGE DISTANCE JAMB INSTALLATION DETAIL EXTERIOR — PANEL INTERLOCK WOOD FRAMING OR 2X BUCK INSTALL AHEIN HOOK STRIP INSTALLATION MASONRY/ CONCRETE 1/ 2" MIN METAL STRUCTURE EDGE BY OTHERS 112 MIN. WOOD DISTANCE TRIM EDGE DISTANCE FRAMING BY OTHERS INTERIOR TRIM INTERIOR 1/ 4" MAX. 1 3/8- MIN. SHIM SPACE EMBEDMENT HOOK STRIP 10 SELF DRILLING HOOK STRIP SCREW 10 WOOD PANEL SCREW EXTERIOR INTERLOCK EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION R METAL SIROCIURE HOOK STRIP INSTALLATION SIGNED: 0612112017 2X BUCKIWO00 FRAMING VERTICAL CROSS SECTION WOOL) FRAMING OR 2X BUCK INSTALLATION FOR SILL INSTALLATION SEE SHEETS 4 9, MI WINDOWS AND DOORS LLC 0 IHIII/j/ 650 WEST MARKET STREET R. LC) GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" NAILFIN HOOK IMSTALLATION DETAILS z TATEOF ',N NOTES: ORJD' A 1. INTERIORANO EXTERIOR FINISHES, DYCRIERS, NOT SOWN FOR CLARITY. HEV. L. 249 Y7701111111 2PER[TE MRAND JOINT SEALANT BY OTHERS TO BE cZ N TS IlAll '10 OF 10 DESIGNED IN ACCORDANCE WITH ASJfl 62112 t ROBERTO LOMAS P,E Luis R. Lomas P.E. W32 WOODFORD RD LEWISVILLE, NC 27023 FL No.: 62514 43466e-0509 dbmasM maspe com Florida Building Code Online Pate I of 3Z' Burrs Home Log In Use, Registration Not -OptcS Submit Surcharge S"ats & lac:s Publication's FB'c Staff BCIS Site Map L1,1kS Search j"'' Pir.duilt Approval USER: Public User Pr ',t "t A-pc;Iva' n-, > Product or A.orca-t g,, -Search > Li9' > Application Detail FL F;-.'5332-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Add ress/Phone/Email 650 Wes', Markel, Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.coni Authorized Signature Brent Sithriger bsjthngerCg,mr,xd.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 12/31/2018 Validated By Steven M. Urich, RE 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 1-15332 P,4--CQl PL=- pff St-pridgLrd AAMA/WDMA/CSA 10I/I,S.2/A440 Method I Option D Yqp—r 2008 https:I/,,N,-\N-"-.florldabulldin,,.orb/pr/pr app dtl.aspx"param=,A'GEN7XQw-tDqtH8,72qvdWId... 2/1/2018 Florida Building Code OnlineZ' Pate 2 of 3 Date Submitted 08/11/2017 Date validated 08/131/2017 Date Pending FBC Approval 08/115/20 1, 7 Date Approved 10/10/2017 summary of Products FL —4, Model, Number or Name I Description SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OXO 145-3'4"x80" NON - I REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R4 iL1 _08 00500E.P—ff _ 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 PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96x80" NON- REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No 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 f 11 533Z_R4_AE_S_!Q O5D fif PRESSURE RATINGS Created by Independent Third Party: Yes 15332. 3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXC SERIES145- 3/4"x96" REINFORCEDLimits of Use Installation Instructions Approved for use in HVHZ: No P L_ 0 81 - _Q 2 ' 4-" -' (,f 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 FIL' _5-12 R4 AE 5122_68C.n f PRESSURE RATINGS Created by Independent Third Party; Yes 15332. 4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM, SGD REINFORCED OX, XO, XX REINFORCED 96"X96" Limits of Use Installation Instructions Approved for use in HVHZ: No :F RA TIL2-0_2 ( ff L 0 _ _ _212n _ , 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 I Other: REFER TO APPROVAL DOCUMENT FOR DESIGN I - R4 AE 5112on' aC nd' PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96" REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL!5332 R4 11 08-02250CS_ 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 P4 4E 5129701-_211-, PRESSURE RATINGS Created by Independent Third Party: Yes 15332,6 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX ALUMINUM SGD 196"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL'_533_7 'Ir',4_: 8-m4 a2E 2qr 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 Fi 5 RA AF PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED ALUMINUM SGD Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A SERIES 420 REINFORCED ALUMINUM SGD, 0XO 146"X96" Installation Instructions F, "I I Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports haps:// I A--\ N- w.floridabuildin-,orLl'pr'pr_,-tpp dtl,aspx"paran-i=wC7Et'XQA-tDqtH8 72q-,-du,-Id... 11/2018 Florida Buildina Code Online Pat—, 3 of 3 Other: REFER TO APPRCVVAL DOCUMENT FOR DESIGN PRESSURE RATINGS 15332-8 1 SERIES 430/440 ALUMINUM SGD P4 AE 10811 1, Created by Independent Third Party: Yes SERIES 430/440 ALUMINUM SGD XXX 143"W0" NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ; Yes 1 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 2, ,4'E 10809D_qdf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.9 :i SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUN41NUM SGD 143"x96" Limits of Use installation Instructions Approved for use in HVHZ: No a, _P4:' 38-02LI3_-2d' Approved for use outside HVHZ: Yes Verified By: Luis Roberta Lomas 6251.4 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN P7L 11 213-a` PRESSURE RATINGS Created by Independent Third Party: Yes 1-.1 EE tuonta y= :: 2._ [, an] Rtlgh u -4 1 - 4 The State of Florida is an As,/EEO employer. ;oZv_,:,i ni-- rida, :: EDy.0 Im n' ntgLnt _ _I Under Florida law, email addresses are public records, If you do not want your e-maj: address released in response to a public -records request, 01, not send is echronic mail to this entity Instead, contact the ofece by phone or by trachtera' mai:, if vou have any questions, please contact 85C.487, 1395. to Section 455.275(i), Florida Statutes, effective October 1, 201, licensees licensed under Chapter 455' F.S. must provide the Department with a, email address if they have one. The emails provided may be used for official communication with the licensee, However email addresses are id.ola record. if you do not .,a,', 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 Charter 455, F.S., please slick stisrt_. Product Approval Accepts: 771719, 11 =5-ARKH = Safe https:./ i"«-Ar",.florldabullding.orz,/pr%'pr_app dtl.aspx"parai-ii=-\-N-GEV:,-Q«-tDqtHSl/--Iqxd'V-ld... '.2,1/22018 NOTES: I . 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 15 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 113 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300--04/09 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS RUUARED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.0 DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 318" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTAI.LATION DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH 10 ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11 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 33,192 PSI, C. MASONRY STRENGTH CONFORMANCE 10 ASIM C-90, GRADE N, TYPE I (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-15 .048" THICK MINIMUM 15, APPROVED CONFIGURATIONS: OX, XO, XX, XP, PX, XF, RIX TABLE OF CONTENTS SHEET NO.1 DESCRIPTION 1 1 NOTES 2 3 ELEVATIONS 4 10 INSTALLATIC RC,nsloNs DESCRIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. SIGNED: 06121112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET 9, GRATZ, PA 17030 G E 1`48* p r SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" NOTES Via_• STATE OF DRAWN:'IWO NO. 08-02249 1 REV:1 C CA" NITS DATE 10/30/13 -EFT 1 OF 10 1 POP[ R FO 101,4AS P E 1432WOOf)FORDRDI-EVitSVfLIE,NC27023 134668 060") 8ond Wc—"p, — Luis R. Lomas P.E. FL No.: 62514 96" MAX FRAME WIDTH 2) ANCHORS PER LOCATION SEE CHART #3 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX 1 -- }--_ 17" MAX O.C- 6" MAX '-- 17" MAX O.C. 96"-- MAX FRAME HEIGHT 6" MAX _ SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTE171OR VIEW DESIGN PRESSURE RATING IMPACT RATING t35.OPSF NONE SEE CHARTS #1 AND #2 FOR OTHER UNITS RATINGS NOTES I. MAXIMUM PANEL SIZE: 48 112",x 95' 2_ MAXIMUM DLO.: 44 518" x 90 518" HARDWARE SCHEDULE Ft (1) FLAT KJUNTFD HANDLE SET (99-04-145) AT38 314" QN CENTER FROM PANEL BOTTOM B. (1) MF,T/-t..LIC TANDEM ROLLERS (99-17-195)AT EACH END OF PANEL. SOTTCAA RAILS C. A.l_U AT -IL) CO,33-T6 REINFQRCEMF.NT(668) ATALL PA3dEL IYJIERI_flCKS 6" MAX REVISIONS DESCRIPTION DATE APPRlYSo ADDED RANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTAI, LATION DETAILS 08/03/15 RA - REVISED INSTALLATION DETAILS 06/21/17 R.L. CI-IAR7 # 1 WHERE WATER INFILTRATION HESIS LANCE IS REQUIRED, SEE NOTE 9 SHEEN I Design pressure chart (psf) Prarce HOSM S Ogle Parlel and Total t ram Width LI,) 30.0 36.0 42,0 48.0 60.00 - 72,00 84.00 96,00 H) Pos Neg Pos Neg Pos Nog Pos Neg 84.0 40.0 58.9 900 50.9 40.0 457 40.0 42.0 88.0 40.0 55.2 4t7.0 4Ei.0 40.0 93.0 39.4 394 920 40.0 52.4 40.0 45.4 40,0 40.6 37.1 37.1 96.0 40.0 1 49.8 40A 43.1 38,4 38.4 35.9 350 CHART #2 WHERE WATER INFILTRATION RESISTANCE IS NOT REOLORED. SEE NO7E 9 SHEET i Design pressure chart (psi) Frarrr_ SngA- Paoe1 and Total Fr.-'+"h (m) F igl t 30.0 36.0 42.0 48.0 n) 60.00 72,00 84,00 96.00 P.;-T Neg Pas No g Pos Neg Pos Neg 84.0 -4 5Fi,4 50.9 54.9 45.7 45T 42.0 ]20W055.2 55.2 48 0 48fl 43 0 43.0 39A 92.0 5Z4 52.4 45.4 454 40D 40D 37A 96.0 49.8 49.8 33_ 1 43.1 38A 38A 35.0 IS CHART #3 Number of anchor locations required Single Panel and Total Franz; Width (in) Frain: 30.0 Tieigt t 36,0 42.0 48.0 60.0 72A 4.0 96.0 n) H§S Jamb Fl&S Jamb H8S Ja rnb HRS Jamb 84.0 4 6 S 6 6 6 6 6 88.0 4 6 6 5 6 6 6 92.0 4 1 6 5 6 5 6 6 1 6 96.0 4 6 5 8 6 5 6 6 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTE 96" X 96" ELEVATION DRAWN: DWG O. V.L. 08--02249 SCALE NTS DATE 10/30/ 13 SI3£cr 2 OF 10 ROPER70 LAMAS PE 1 432 N7OODEOAD RD LEWISVILI E, NC 27023 434-688-0609 rNomaS{6)1>Eamas{x3. cam SIGNED 0611211,1017 T}111HIJ7j7 9 L R = 101 r . f TAT OF 1, O IAil Luis R. Lomas P.E. FL No.: 62514 6" MAX 1 6" MAX T- i- 17" MAX D.C. 96" T— MAX FRAME HEIGHT 6" MAX 96" MAX FRAME WIDTH 1) ANCHOR PER LOCATION AT HEAD & JAMBS SEE CHART #4 FOR NUMBER OF LOCATIONS REQUIRED 17" MAX O.C. SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW 017SION PRESSURE RA 7 ING IMPACT RA FING 35.OPSF NONE SEE CIRIIIS #1 AND #2SHEET 2 FOR OTHER UNITS RATINGS HARDOIARESCHFDOLF A ' 1) F"{-AT tv7nL1NTF'U HANDLE SET (99-G4-145) AT 8 3/4'ON CEtl FFPROM R(-WPANELBOTTOM I)METAL , 1 ll- TANOFM ROLLERS (99-17,195) AT EACH END C)F PANEL ROT TOM RAILS A,tt AifJIIM(',()C3Tf,RElt IFORC,EME IT(668)ATALT PANFLINIFRIOrKS 6" MAX 2) ANCHORS PER LOCATION AT SILL i3t.L CHART #4 FOR NUMBER OF LOCATIONS REQUIRE REVISIONS DESCRIPTION ADDED FLANGE AND FIN INSTALLATION REVISED INSTALLATION DETAILS REVISED INSTALLATION DETAILS NOTES: 1, MAXIMUM PANEL SOE"481IC'x95" 2. MAXIMUA, 113.1-,0,:44518"x905,,8' CHART T # 4Number of anchor locations required Tolal Lht VAdth (n) FransSingleand Tipight30. 0 1 36.0 42,0 48.0 600 72, 0 84.0 96 '0 H&S Jamb T- H&SJambH&S Jamb T- N&S Jamb 84.0 4 6 5 6 6 6 6 6 88.0 4 6 5 F, 6 6 6 6 92.0 24 6 Le 56 5L6 6 6 6 6 96.0 4 6 6 6 P MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ , PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" FIN ELEVATION DRAWN NO. I REV V,L, 08-02249 C SCALE NTS JDATE 10/30/13--75HEET3 OF 10 1, PORFR70LOMASPF 1432 WOODfORD DO LEVVISWUE, NC 27023 431 688 0609 H,—C W—sp, ,,, 12iIATF G/ R.L. 08/03/ 1,5 R.L 06/21/ 17 Rl, SIGNED, 0612112017 9 L 0 E N Jl, Fri STATE OFRLuis R. Lomas P.E. FL No.: 62514 1/2" MIN. EDGE DISTANCE 1 3" MIN. WOOD FRAMING EMIE MENF OR 2X BUCK BY OTHERS Jj 1/4 MAX SHIM 10 WOOD SPACE SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 1111 1111 INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X RUCK INS TALLA DON NOTES I lt4fLf?l()f3AND EXTERIOR FINISHES, ,?YOTitEF?S, NOT SHOT'VIV FOR CLARITY. 2 f'FRIMETFR AND JOINT SEALANT" BY OTHERS TO BE DESIGNED IN ACCORDANCE WITO AS TM E2112 SILL 10 BE SET IN A BED OF APPROVED SEALANT MIN. ENT AIR. Lu' c U11-11— REASIONS DESCRIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. REVISED INSTALLATION DETAILS 08/03/15 Rl. REVISED INSTAILATION DETAILS 06121117 R.L. 1 318" MIN. L1/ 4" MAX* i EMBEDMENT SHIM SPACE T- INTERIOR 1/2" MIN. EDGE DISTANCE 11 10 WOOD SCREW EXTERIOR WOOD FRAMING JAMB INSTALLATION DETAIL OR 2X BUCK WOOD FRAMING OR 2X BOCK)NSTALLATION BY OTHERS SIGN17D. 0612I12017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 E IV 8,6, SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" FRAME INSTALLATION DETAILS T OF Z7 Dw DRAWN DWGNO. REV R10' V, L. 08-02249 C SCALE NTS DATE 10/30/13 1 SIIEl'4 OF 10 L R0, 9CPT0I0ClArPE Luis R. Lomas P.E. 1432 WOODFOR0 RD LEWISVILLF, NC 27023 FL No.: 62514 434 688-01,509 fflomas!&IhV-spar— M ETAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE 1/4" MAX. N F SHIM SPACE 10 SMS OR SELF DRILLING SCREW EXTERIOR 11 11 11 11 INTERIOR 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION SILL TO BE SET IN A BED OF APPROVED SEALANT 17- 112" Mil EDGE DISlA J-- 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REO5K DESCRiPPON ADDED FLANGE AND FIN INSTALLATION REVISED INSTALLATION DETAILS REVISED INSTALLATION DETAILS DATE APPROVED 12/10/13 R.L. 06/03/15 R.L. 06/21/17 R.L. JAA413 INSTALLATION DETAIL METAL .STRUCTURE INSTALLATIONION METAL STRUCTURE INS IAI LA 7 ION SIGNFO. 061211,1017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET F NSAGRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FRAME INSTALLATION DETAILS TATEE OF 14, NOTES DRAWN R- C R 0' INIFRIOR ANO 1 XTFRf0R I IISNES, BY OTHERS, FORNC)f SHIM L, 4925EOWNPPFRIERANOJOINISEALNANTBY07HERST0131SCALENTSIWE OF 10 L ROPERTO I OMAS P E Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLF, NC 27023 ED No,: 625144?4 688 0609 1 1/2" MIN 1" MIN. SEPARATION EDGE DISTANCE e 1 1/4" MIN. a. EMBEDMENT CONCRETE/ ° ° MASONRY 8Y OTHERS 1/4" MAX. F SHIM SPACE OPTIONAL — - -- — 1X BUCK - — TO BE PROPERLY SECURED SEE NOTE 3 S+-IFFY 1 3/16" TAPCON 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS EXTERIOR 1111 1 INTERIOR a ° d 4 A' e 2 7/8" MIN SEPARATION VERTICAL CROSS SECTION_ CONCRETEIMASONRY INSTALLATION SILL TO 8E SET IN A BED OF APPROVED SEALANT T a 1 1/4" MIN. EMBEDMENT 1 1" MIN, EDGE DISTANCE REASONS DESCRPT16N DATE APPROVED ADDED FLANGE AND PIN INSTALLATION 12/10/13 R.L. REVISED INSTALtAIION DETAILS 08/03/15 R.L. REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 1/4" MIN. EMBEDMENT 1/4" MAX. 1" 4 SHIM SPACE MIN, u-- INTERIOR EDGE A<. DISTANCE-- 3^-- MIN SEPARATION 3/ 16" TAPCON — — EXTERIOR CONCRETE/MASONRY BY OTHERS JAMB INSTALLATION DETAIL CONCRc TE/1,4ASONRY INSTALLA770N OPTIONAL i X SUCH - TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SI IOWN FOR CLARITY 2 PERIMETER AND JOINT SEALANT DYOTHERS TO RE DESIGNED IN ACCOROANCE WITH ASTN E21 12 SIGNED: 0(5121 /2017 MI WINDOWS AND DOORS LLC 1 11111IIr1 650 WEST MARKET STREET L o GRATZ, PA 17030 <tiGEIIS 9s SERIES 420 SGD REINFORCED WITHOUT ADAPTER _= k« 0'-9 51 = 96" X 96 ( atCz7 FRAME INSTALLATION DETAILS TAT _ OP 0. A DRAWN: DWG WJ. 'IV/,L! CDR1S%."C) scAe DAIS O8 -02244 C /iAXuljp A t NTS 10/30/13 6 OF 10 111 I PODERTOLOMASP.E. Luis R. Lomas P.E. 1432w000FoaDRDLEVVISVILIE,NC2702,3 FL Na.: 62514434-6f88 06(19 llomas@i lomaspe_com 1,2" MIN, EDGE DISTANCE WOOD FRAMING 1 3/8- MIN 0 BEMBEDMENT Y OTHERS R 2X SUCK 1/ 4" MAX., SHIM SPACE 10 WOOD SCREWS EXTERIOR 11] L11 INTERIOR 0 BE SET IN OF VED SEALANT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS MIN, AENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INS TALI A [ION NOTES I 11,17F.RIORAIi[?FXTFF710fiffNl'jliES,f3YO7-HERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEAT ANT BYOTHERS TO BE DESIGNED INACCORDANCI-.-WITH ASTME2112 REVISIONS DESCPIPTION DATE APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 RA REVISED INSTALLATION DETAILS 08/03/15 R.L, REVISED INSTALLATION DETAILS 06/21/17 R.L. 1 3/8" MIN. 1/4" MAX, EMBEDMENT SHIM SPACE INTERIOR EDGE, IN CE DISTANCE lf U-11--- - - 10 WOOD U SCREWS-1 A EXTERIOR WOOD RAMING JAMB INSTALLATION DETAIL F—/ OR 2X BUCK WOOD FRAMING OR 2X BUCK INSTALLATION BY OTHERS SIGNED: 0612112017 MI WINDOWS AND DOORS LLC R. L 650 WEST MARKET STREET GRATZ, PA 17030 E N SERIES 420 SGD REINFORCED WITHOUT ADAPTER 10$51 96" x 96, FLANGE INSTALLATION DETAILS s" f TAT OF DRAWN: V, L. Dwr No. I - 1 RI08- 02249 c I I)All s' E NTS 10/30/13 7 OF 10 so WOODFORD RO LEWISVILI E, NC 27023 Luis R. Lomas P.E. FL No.: 62514 43468801309 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS 1/2" MIN. EDGE DISTANCE 1/2" MIN, EDGE DISTANCE VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES J INTERIOR AND EXTERIOR F INISI E.S, BY OTHERS, NOT SHOWN FOR CI ARI1 Y. 2 !TRINE IER AND.IOINT Sf-AI ANT t3Y OTHERS TO 8E DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4" MAX. SHIM SPACE SMS OR DRILLING N L TO BE SET IN BED OF PROVED SEALANT 1 /2" MIN. EDGE DISTANC I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 9 /A" IAAY REVISIONS DESCRIPDON ADDED FLANGE AND FIN INSTALLATION REVISED INSTALLATION DETAILS REVISED INSTALLATION DETAILS JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" X 96" FLANGE INSTALLATION DETAILS DRAWN: D"VG N0. REV V.L. 08-02249 C SCALE NTS I DATE 10/30/ 13 1 SHEET 8 OF 10 L. RORETO LOMAS P.E. 14,32 WOODFORD RD LEWISVILLE, NG 27023 434-680-0609 A7ornay{t hlon:aspe corn DATE APPROVED 12/10/13 R.L. _ 08/03/15 R.L. 06/21/17 iR.L. SIGNED: 0612112017 9, I IL/ a ,'\GEt4,9' e OF } Luis R. Lomas P.E. FL No.: 62514 1 1/2" MIN. SE-PARAHON V' MIN EDGE DISTANCE 1 1/4" MIN. 44 EMBEDMENT CONCRETE/ 4 t MASONRY 1/4 MAX. BY OTHERS F SHIM SPACE OPTIONAL 1 X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON 3/16" TAPCON MASONRY/ CONCRETE BY OTHERS It EXTERIOR U1 [u] INTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT 4, 1 1/4" MIN. EMBEDMENT 7/8" MIN. 1" MIN. SEPARATION EDGE DISTANCE VERTICAL CROSS SECT ION_ CONCPETF-I?,IASONflYlt'J FALLATION 1 1/4- MIN. EMBEDMENT MIN. EDGE DISTANCE 3" MIN. SEPARATION 3/16" TAPCON CONCRETE/MASONRY BY OTHERS OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 REVISIONS REV DESCRPTION DATE APPROVED A ADDED FLANGE AND FIN INSTALLATION 12/10/13 FLA- 8 REVISED INSTALLATION DETAILS 08/03/15 fil. C REVISED INSTALLATION DETAILS 06/21/17 R.L. 1/4' MAX, SHIM SPACE INTERIOR N 11 EXTERIOR JAMB INSTALLA TICIALPE TAIL CONCRETE/MASONRY INS TAI tATI51N NOTES: 1, INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN I -OR CLARITY. 2, PERIMETER AND JOINT SEALANT BY () [Ht'HS 10 BE DESIGNED IN ACCORDANCE WITH ASTM E2112 SIGNED. 06,12112017 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET PA 17030 9 L GRATZ, SERIES 420 SGD REINFORCED WITHOUT ADAPTER I 96" X 96" FLANGE INSTALLATION DETAILS 6 TATE N' '& z- DRAWN NO, REVOw 08-02249 CI ci R M SCALE INITS "ATE 10/30/13 Noll II0\ L ROOFRIO LOMAS P F Luis R. Lomas P.E. TAU WID ODFORD HD LEONSVII LE, NG 27023 FL No,: 62514 434 688 0609 f11nr-s(,Df10—,5pe coin YY UOU rrtAMIiC BY OTHEF EMBE APPRO', SEAt/ BEHIND 8 WOUI) SCREW APPROVED SEAL -ANT BEHIND FIN 8 WOOD SCREW 7116- MR EDGE DISTAL, 1 1 /4" MAX 7/16" MIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK iNSTALLAPON VERTICAL CROSS SECTION W001) f 14AAAING OR 2X RUCK INS 7/11 LA 7 ION FOR SILL INS TALLA RON SEE SHEETS 4 9, WOOD FRAMING BY OTHERS 1/4" MAX. FSHIM SPACE R 1AIT477ninn TRIM 1/2- MIN EDGE DISTANCE 1 318- MIN. EMBEDMENT REV t7f:5CFIPiNJN PATE APPROVED A ADDED FLANGE AND FIN NSTALLAIRON 12/10/13 R.L. 9 REVISED INSTALLATION DETAILS 08/ 3_/1-5 ll L, C REVISED INSfALIATION DETAILS Of,/!21 17 R.L. 1 5/8" MIN EDGE DISI. TRIM 1 1/4" MIN. INTERIOR I . S.EMBEDMENT MASONRY/CONCRETE BY OTHERS 1X BUCK BY OTHERS, HOOK STRIP 1X BUCK 10 BE PROP ERLY SECURED TAPCON JR EXTERIOR Nj PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRY1CONORE7E METAL STRUCTURE 112" MIN BY OTHERS EDGE DISTANCE TRIM INTERIOR HOOK STRIP HOOK STRIP 1 --- 10 SELF DRILLING SCREW 10 WOOD PANEL SCREW EXTERIOR INTERLOCK EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE 1400K STRIP INSTALLATION SIGNED- 0612112017 2X DUCKIW(AX) FRAMING NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS NOT SHOWN FOR CLARITY. 2, PERIMETER AND JOINT SEALANT 13Y 0 It IERS 10 BE DESIGNED IN ACCORDANCE WITH ASTM F2112 MI WINDOWS AND DOORS LLC 650 WEST MARKET STREET GRATZ, PA 17030 SERIES 420 SOD REINFORCED WITHOUT ADAPTER 96" x 96" NAILFIN & HOOK IMSTALLATION DETAILS 7TAT'O DRAWN 0 I, V. L. 08-02249 I RL-v I C c,, 0 R 51" cn5/// 1/1SCALENTSJDATE10/30/13 s"ET 10 OF 10 1TIM0 L. ROBERTO I OAMS P. E 1432 WOODFORO RO LEWISVII LE, NG 27023 434 688-0609 dloa—@Nflornaspe c.-7 Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Online Page I of 6 J, kR' Is BCIS Home Loa in User Registration Hot Topics Submit Surcharge Stats & Facts Publications FRc Staff BM Site map Links Search Product Approval USER: PpDhc Use, d bp ADova_!enu P. _a_eac-, a Application Detail FL T FL15279-R5 Application Type Revision Code Version 20!7 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory reapply 11/28/17 Clopay Building Products Company 8585 Duke Blvd. Mason, OH 45040 513) 770-6062 mwesterfield@clopay.com Scott Hamilton shamilton@ciopay,com Exterior Doors Sectional Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Intertek Testing Services NA, Inc. Validated By Gary Pfuehler Validation Checklist - Haracopy Received Reference,' Standard and Year (of Standard) Standard Year ANSI ' /DASMA 108 2005 ANSI/DASMA 1115 2005 ASTM E1886 21002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Florida Licensed Professional Enqineer or Architect F L' 279 t 2 iZ, U i 1 7,- Method 1 Option A 08/10/20 1 7 1111/ 229/2017 https:,/ i/'«-,A-,.flor] dabuil din g. org/ pr! I pr app_ dtl.aspx'param=wGEVXQA-tDqN-vN"VKJZIQ... 2/1/1-)018 Florida Buildim-, Code Online Page '/ of 6 Date Pending FBC Approval Date Approved 2/05/2017 Summary of Products ZGotoPageL-i Page 1 11 8 0 fF L 4 Model, Number or Name Description 1_15279,1 001 W3-09 DSIE-1A171: 2050, 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; 2051, 20534050, 4051, 4053, 62, interior skin 29 go. min.) Single -Car (up to 9'0" wide) 64, 65, 62G, 62LG, 64G, SDP38, WTNDCODE(& W3 Garage Door SPL38, SRP38, 134, 1115, _36, Limits of Use Certification Agency Certificate C_:e,t'i i,,:.t.l Agency ApprovedforuseinHVHZ: No Approved for use outside HVHZ: Yes of in-L ctjon 'CLf Impact Resistant: N/A FL* _ I27 R,a_ C ing lntU k ,pdf 9 __ Design Pressure: +20 PSF/-20 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product 05/21/2028 meets the wind load requirements of the building code but Installation Instructions DOES NOT rneet the impact resistant requirement for F _lrlla windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for, windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279. 2 1002 W3-09 DSIE-IA471: GDISP, Gallery/Artistry/Expressions: 11-3/8" Double -skin Insulated CRISP, GDILP, GP -LP, AR1SP, EPS (exterior skin 27 ga. min,; interior skin 27 ga. min.) ARILP, ED1SP, ED1LP, 4132, 2132, Single -Car, (up to 9'0" wide) WINDCODE@ W3 Garage Door 61132, SFC38, MFC38 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No F -! 5.2 7 Approved for use outside HVHZ; Yes 31 _-1_Z5i_._r_1ag11Impact Resistant: N/A__..::_;_-aR, C CAC W3. U-'u.2L 1 nt k,;2JIr tt- - Design Pressure: +20 PSF/-21 PSF Quality Assurance Contract Expiration Date Other: The OPTIONAL glazing available for this product j 05/21/2028 meets the wind load requirements of the building code but i Installation Instructions DOES NOT meet the impact resistant requirement for F L,' 5 C yI. gf windborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions (ref 1609.1.4 FBC). Evaluation Reports Created by independent Third Party: 15279. 3 1003 W3-09 DSIU-1A171: 9130, Double -skin Insulated PUR (exterior skin 27 ga. min.; 1921, 9133, HDPI3, HDPF:3, interior, skin 27 ga, min.) Single -Car (up to 9'0" wide) HDPL13, 71130, 7131, 7133, 8130, WINDCODE(& WGarage Door 8131, 8133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No 1:1_1 5 2/q RS Y CAC Lel-,gLr with rjrD of cp and rogff Approved for use outside HVHZ: Yes of inaQian odf Impact Resistant: N/A FL15279 R.9 _CCAC W3 Usunc Intertek df Design Pressure: + 20 PSF/-20 PSF 4-uality--A-ssurance 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 FL I " 1 1 s-Revolp 7 R7ifwindborne debris regions. The product without glazing DOES Verified By: Intertek Testing Services NA, Inc. comply with the impact resistant requirement for windborne Created by Independent Third Party: debris regions ( ref 1609.1.4 FBC). Evaluation Reports Created by Independent Third Party: 15279,4 004 W73-16 DSIE-1AI71: 2050, 1-3/8" Double -skin Insulated EPS (exterior skin 27 ga. min.; 2051, 2053, 4050, 4051, 4053, 62, interior skin 29 ga. min.) Double -Car (9'2" to 16'0" wide) 164, 65, 62G, 62LG, 64G, SDP38, WINDCODEg W3 Garage Door SFL38, SRP38, 134, 135, 136, 6130, 6131, 6133 Limits of Use Certification Agency Certificate Approved for use in HVHZ: No and proof Approved for use outside HVHZ: Yes 0nsDe 0 2q7L_ T -eImpact Resistant: N/A 2,- J, W _CA __ Ds C _ (e 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 FS2 4.:,9 windborne debrisregions. 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 FSC). Evaluation Reports Created by Independent Third Party: 15279.5 Ii I I Z:" ! ' P I ' ' I https:,"N,Nr,,-, N-.tloridabu'ld'ii(,,ora.'pr," r app_dtl.aspx"pararn=NNGENXQNN7tDqN,-'--r\7KJZIQ... 22/ 1 / 2 0 18 Florida Building Code Online Page 3 of 6 K5 'A- sulated16DSIE-'_A47_': G:"-SP, Gallery/Artistrv/Expressions: 1-3/8" Double -skin -n GRISP, GD11 P, G I EPS (exterior skin 27 ga. min,; interior skin 27 ga. min,) R' LP AP'SP - ARILP, EDISP, EE'jL','413'2, 2'132, Double -Car (9'2" up to 16'0" wide) WINDCODES, W3 Garage 611-32, SFC38, MFC38 I Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF,/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of this 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 FEC). 15279.6 006 W3-16 DSIU-1A171: 9130, 9131, 9133, _3, HDP13, HDPF!-', HDPL13, 7130, 7131, 7133, 8130 8131, 8133 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609,1,4 FBC). 15279.7 007 W3-16 PAN-2P153: 73, 1500, 75, 190, 84Ar 94, 42, 48, 55, 42B, 48B, 55S, 4RST, 6RST, 4PSF, 6RSF Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: -20 PSF/-21 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debt -is regions (ref 1609,1.4 FBC). 15279,8 1008 W4-09 DSIE-1F171: 4300, 4301, 4310, 4400, 4401, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 16201,6203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609,1.4 FBC). 5279.9 009 W4-09 DSIE-IF471: G12SP, GR2SP, GD2LP, GR2LP, A.P.2SP, AR21-P, ED2SP, ED2'_P, 4302, HDGC, 6202, SFC68, 'IFC68 Certification Agency Certificate 12 _Sze__L' omn -2 _d" Fl - R5 _C_CA_ 1,3 !V-L Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions L - _279P,5 10402 Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Doubie-skin Insulated PUP, (exterior skin 27 ga. min.; interior skin 27 ga. min,) Double -Car (9'2" to 16'0" wide) WINDCODE;& W3 Gareae Door Certification Agency Certificate 111 5 79 n C CA es1gr.,wi, h praOf cf,cor.-a 'L and iriL 2f CJf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions LL 15_279 R5 11 104168-Rev01 Verified By: Intertek Testing Services NA, Inc, Created by independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 25 ga.) Double -Car (92" to 16'0" wide) WTNDCODE W3 Garage Door Certification Agency Certificate FLI 5279 R_S_j: C4C Le-er w h r cf of contract arc., Droof ZE, , EL-1 52 Quality Assurance Contract Expiration Date 05/2!/2028 Installation Instructions ILI Verified By: Intertek Testing Services NA, Inc. Created by independent Third Party: Evaluation Reports Created by Independent Third Party: 2" Double -skin Insulated EPS (exterior skin 27 ga. min.; interior skin 27 ga. min.) Single -Car (up to 9'0" wide) WINDCODE@ W4 Garage Door Certification Agency Certificate Fj! -,7' ',5__4C nter w"h r2iofaf con' -a- a,-)c proo f ection,Zff - ----- S tLe-' e kr cl Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLI5279 R5 I I '01652-E-Revll `21f Verified By: Intertek Testing Services NA, Inc, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Gallery/Artistry/Expressions: 21" 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 l No FLA.51-279 R5 C roof of con I-ac, and_prn Approved for use outside HVHZ: Yes of 1-11; ae_c -ti M -ni Impact Resistant; No Design Pressure: -28 PSF/-29 PSF Quality Assurance Contract Expiration Date Other: The standard alazin.- available for this product 05/211/2028 meets the wind load requirements of the building code but Installation Instructions f https:/"NN,,A,-,,.floridabuildiiic,.org,"pr"pr app dtl.aspx"parai-i-i=wGEVXQ tDqN-')-,,VVKJZIQ... 1,120 18 Florida Building Code Online Pane 4 of 6Zl DOES NOT meet the impact resistant requirement for Verified By: Intertek Testing Services NA, Inc. windborne debris regions. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.10 1 010 W4-09 DSIU-IF171: 9200, Double -skin Insulated PUP, (exterior skin 27 go. min.; 9201, 9203, HDP20, HDPF20, j interior skin 27 ca, min.) Single -Car (up to 9'0" wide) HDPI-20, 7200, 7201, 7203, 8200. WiNDCODER W4 Garsiae Door 820:,8203 1 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 1609,14 FBC). Certification Agency Certificate FL_i5273 R5 C CA-' Let _w=j, -oqf2of =rac, C _,_Ir,- r-e 1f11--.1- _'-_ . - __gi I e_--k _p.,_ Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions FLI ,9 R5 II e _1104-P3-R dQ! cff Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279.11 1 C11 W4-09 DSIUD-IK479: Canyon Double Skin Insulated PUR (exterior skin 27 ca, min,; Ridge/Brookstone interior skin 27ga, min.) with Overlay Single Car (up to 9,0" wide) WINDCODES W4 Garage Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant; N/A Design Pressure: +28 PSF/-29 PSF Other: The OPTIONAL olazina 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 .609,1.4 FBC). Certification Agency Certificate end of n5rbILbon_2df L1_LSL72_ R5 C CAC_VV4 Lisring me ek.pdf Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions LL l Z,ZC, _R5 1:' 044L_--Rjeyf ' nor Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 15279. 12 1012 W4-09 PAN-21`151: 73, 1500, Steel Pan (min. 25 ga,) Single -Car (up to 9'0" wide) 75, 190, 84A, 94, 76, 42, 48, 55, WINDCODEQ_k, W4 Garage Door 4213, 4813, 555, 4RST, SRST, 4RSF, 6RSF, 2RST, GD5S, GD5SV, GP,5S, GP, 5SV, ARES, AR5SV, ED5S, ED5SV Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: -25 PSF/-32 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris reaions. 15279. 13 0.3 W4-09 PAN-21`441: G4S, GS4, G4L, GLA, GD4S, GD4L, GR4S, GPAL, G4SV, GS4V, G4LV, GL4V, GD4SV, GD4LV, GPASV, GR41_V, E4S, E4L, ED4S, ED4L, E4SV, E4LV, ED4SV, ED4LV, SS4, SL4, AR4S, I 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 i 014 W4-09 SPO-2F449: Grand Harbor, Stone Manor Certification Agency Certificate of of contract and f of 0 11, fS 2- on. Dd f 7'? - RS C CAC W4 LrLs ung-_L,(_rteKI"Of L_ Quality Assurance Contract Expiration Date 05/ 21/2028 Installation Instructions FLI 279 RS 11 K,011 0-B-P v16.aff Verified By: Intertek Testing Services NA, Inc. Created by independent Third Party: Evaluation Reports Created by independent Third Party: Gal lery/Artistry/Expressions: Steel Pan (min. 24 ga.) Single - Car ( up to 9'0" wide) WINDCODELP,, W4 Garage Door Certification Agency Certificate C _- LC Leter with op; contract and proof 0, r S I;O c t o n n -1 , !.79 R -C Quality Assurance Contract Expiration Date 05/ 21112028 Installation Instructions nit c4, -'5 * _3486-B-Pe,,,8 Of Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 24 ca.) with Overlay Single -Car (up to 9 11 "wide) WIND=DECk W4 Garage Door Ct7 bttps: //vN-A-w. 11 ori dabuil din 2. or1 QA-tDqv3yVVKJZlQ... 2/1/2018 c, pr,,11 pr_app_dtl. aspx"parai-n=wGEVX Florida Building Code Online Palle 5 of 6 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSFJ-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 1609-4 FBC). 15279.15 !F171: 4300, 015 W4-16 DSIE- 4301, 4310, 4400, 4401, HDG, HDGL, HDGF, 66, 66G, 67, 67G, 68, SP200, SF200, SE200, 6200, 16201,6203 Limits of Use Approved for use in l 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, A,2SP, AR2LP, ED2SP, ED2LP, 4302, HDGC, 6202, SFC68, MFC68 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.5 PSF/-25,5 PSF Other: The standard glazing available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for windborne debris regions. 15279.17 017 W4-16 DSIEO-11`479: Coachman/Settlers/Affinity Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +25 PSF/-25 PSF Other; The OPTIONAL alazina 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 1-609.1.4 FBC). 15279.18 018 W4-16 DSIU-IF171: 9200, 9201, 9203, HDP20, HDPF20, HDPL20, 7200, 7201, 7203, 8200, 9201, 8203 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: -25,5 PSF11-25.5 PSF Other: The OPTIONAL glazing available for this product meets the wind ]ca-- 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 p-d' 17/s V-1 Lls_-L___" Quality Assurance Contract Expiration Date 251/21/2028 Installation Instructions f: 1-K70 R_ Verified By: Intertek Testing Services N,,',, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 2" Double -skin insulated EPS (exterior skin 27 ca. min.; interior skin 27 ga, min,) Double -Car (9'2" to !E'O" wide) WINDCODE(E) W4 Garage Door Certification Agency Certificate AC_L_.g.tter with Brqgf ra of inspection.pdf FL',5279 RE C CAC __Lio1,nq int tek,cLdf Quality Assurance Contract Expiration Date OS/211/2028 Installation Instructions FLI5279 R5 i 101481- Be,, , L, p (if 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) WINDCODES W4 Garage Door Certification Agency Certificate LI 527L.R5, 4nC _Le,' s279 RS 4. CAC Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions R5 Q4029-5-Rev32, Verified By: inteitek 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(S) W4 Garage Door Certification Agency Certificate FLI 5271_.E5 C_.AC Letter witch proof of contract and proof o _: Lins pecri "Alfon. FLI -79 R5 C CAC W4_L_,qinq JptQrek.pjff Quality Assurance Contract Expiration Date 05/21/ 2028 Installation Instructions FL ' 5 2 '9 R 5_L1_ 1 Q 3 Q 4 r- R eyG I,_pd f Verified By: Intertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by independent Third Party: Double -skin insulated PUP, (exterior skin 27 ga. min.; interior skin 27 ga, min.) Double -Car (9'2" to 16'0" wide) WINDCODE,-,j W4 Garage Door Certification Agency Certificate secco pj4 Quality Assurance Contract Expiration Date 051/21 / 2C28 Installation Instructions 41 _r9, evC Verified By: inter -Lek Testing Services NA, inc, Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: 21 /20 https:/NN7\N-",.floridabuildiii!a.orL i,pr,/pr_ctpp_dtl.aspx'paran,i=-,A,-GEVXQNN-tDq r3NVVKJZl()... _/ ;-, 18 Florida Buildimi Code Online Page 6 of 6 15279.19 019 W4-Iq DS1U_--!K479: Canyon Double Skin Insulated PUR lexterior skin 27 ca. min.; Ridge/Brook tone interior skin 27Qa, min.) with Overlay Double Car (9'2" to116'0" wide'), WlNDCCDE( W4 Garage Door 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 windibome debris regions. The product without glazing DOES comply with the impact resistant requirement for windborne debris regions (ref 1609J.4 FBC). 15279.20 1 020 W4-16 PAN-2F153: 73, 1500, 75, 190, 84A, 94, 42, 48, 55, 4RST, 6RST, 4RSF, 6RSF, GOSS, GD5SV, GR5S, GR5SV, AR5S, AP,5SV,ED5S,ED55V Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +24 PSF/-24.5 PSF Other: The standard alazina available for this product meets the wind load requirements of the building code but DOES NOT meet the impact resistant requirement for win -borne debris legions. Go to Page =1 iz Certification Agency Certificate zL,1527C', Pr C C,< Let- Ly 50 r a,-C broor, 0, o C k o Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions i7L' 5279 5 II i0 457-R=v1; Verified By: in' ertek Testing Services NA, Inc. Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide) WINDCODEg W4 Garage Door Certification Agency Certificate E LI., - 5- 2. 7-2- - R_ 5 - C. ful:, , a tt, o n .odf ftz]__279 RS __LP C Wj isinc Quality Assurance Contract Expiration Date 05/21/2028 Installation Instructions F: 5279 P5 -yl01711 --Re Verified By: Trtertek Testing Services NA, Inc. Created by independent Third Party: Evaluation Reports Created by independent Third Party: l=--1 EE 0 4) Page 1 / 8 0 0 f, ,a- ' I :: 21,'1 1-4Blairvokbla.jahalltf I'- 32599 Z!2 The Slate of Florida is an AA; Edo empuoyer. co-zean' d,, "t Untie, Fiends law, small acid,esseq are public records. If you as not want your e-mail address released in -esponse to a public -records request, do not send electronic trial: to I'll's entity, instead, Contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.'395. -Pursuant to section 455=5(1), Florida Statutes, effective October 1, 2012, licensees licensed under chapter 455, F.S. trust provide the Department with a, email address if tney have one. The smelly 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 thick here . Product Approval Accepts: M U I EE M C-e&i 11"'ard Safe https://'NA,-r"-.floridabuildiii(,.orc,/'Pr/pr app dtl.aspx?paraiia=wGEVXQwtDqv3vVVKJZIQ... 2'1 /2 0 18 CLASSIC' RAISES PANEL ENEMS M36RS M' HEDPIT S 4 7 0 OF U-BARS DOUR VOIN ' IF "T""' REVI DATE DESCRIPTION ECTI— — ----- XBAEI_1624 GA IDS GA 123 SA INS SHEET 1 OF 2 IDED HIDOMS, GDMEYRM CLOPAY, HOLMES, AND 0 -/N 091I/M/07 ADVED DOT CLapAy YA, 94 TO Tw A a 10 AOTMNw VT TO "F LIU` 2 AWED MIN 42B, 489, 55S I. I-' I I I— I. 1— 3 4. TW91 _M T FS T "I _ 121 11w 401 11K 7 H 14V TO WHY 4 11 10/21/08 ADDED MIN 4F VURT PANEL 2W 10 14V a I _12 0 3 1— 1. I79' 9 14 12 6/2009 ADDED 'CARMADE HOUSE' EMBOSS DOORS, 1 1 6'0 ID 19 13 8/2010 UPDATED MODEL TAM. RAI" KAXI SECTM-mmT, a, 14 _! JLO REMSED WND SPEED TABLE FOR ASCE7-10. r - REUSS D0CfZS OPTIONAL GLAZING MAY BE STANDARD OR IMPACT.... ADDED IMPACT RESISTANT OPTION. HURELS ` A zs 'A 0, RESISTANT GLAZING. SEE SECTION 8-8 FOR CLIPAY DETAILS. GALLERY' taros 9Rasv — MAX. STANDARD S17E IS 42-1/2'06'. IMPACT PELKS NT TE snum (SEE TAILE Qm GLAZING IS 21-5/8"x14-1/8". ARTISTRYRATT RESISTANT r . 20 A U-- N A --2-1 FATM% E. M U-iIARS ONFOANIN v L MIN. ENO S@S3 AT AM IC POOR 40C SYSTEM 11" 1 Ej m I 3" TALL U--BAR 20 GA. GALV, STEEL MIN. YEILD STRENGTH: 50 KSI 2' T14ICK 3^ T 12 GA. GALV. STEEL TOP crane i ROLLER BRACKET, EACH BRACKET ATTACHED W/(4) 14x5/ 8.SHEET METAL vtSHIPLAPJOINTS, SCREWS. A 14 GA GALV. ROLLER HINGE. oDoB EACH HINGE FASTENED TO END STILES WITH (4) #14.5/8* W* r SHOW PAMW-PANEL 5 ALSO APPRV,`ED, APPUiO SCREWS 3A.. R. ME -hum SEE SHEET TWO FOR IMPACT RESISTANT CONSTRUCTION DETAIL "A" AND STANDARD CONSTRUCT DETAIL "B"; TRACK AND JAMB DETAILS. DESICN ENGINEER MARK WESTERFIELD, PE. LORtDA RE. W496. NO RE, J23532, TEXAS P.E. 191513 C1,, R F1 T_)) iA\ 'IP I L" (n) fna) R J "(, ' 11 DENSITY POLYSTYRENE FOAM INSULATION 1- 5/16- THICK WITH VINYL RAIRCELL BACKER ( INSULATE[) MODELS ONLY) 25 CA MIN. GALV. STEEL SKIN WITH A BAKED -ON PRIMER, AND A BAKED -ON POLYESTER TOP COAT APPLIED TO BOTH SIDES OF STEEL SKIN. wrecM ANY &APB H0 4) AltSI W A 7- N p' E, TA"N' --2_F 1' 5-3- ZclepayDATE, 1/3/97 55135 DUKE b DRAVN BY, BuildingProductsMASON, ON JAC Company ( 513) 770-4800 CHECXED V, ME, Cmp-U_ AN R1,h. R—d' mww fROAMAAL 11, 527co SHEET METAL SCREWS AND (4) 1/ 4 -.3/4- SELF TAPPING SCREWS, SEE MEW 3 1' I A 211 1 11- 1111 1-1111 111 A 2-1-2-1 PATTERN (I.E. TWO U-BARS ON BOTTOM SECTION. ONE U-BAR ON NEXT SECTION, ETC.). EACH U-BAR ATTACHED WITH ( 2) 1/4.3/4' SELF TAPPING SCREWS PER STILE LOCATION. 13 GA. GALV. STEEL BOTTOMBRACKET. ATTACHED WITH ( 2) #14.5/8. SHEET METAL SCREWS. ALUMINUM EXTRUSION MNYL WEATHERSTRIP, DESIGN LOADS: + 24.0 PSF & -24,5 PSFi TEST LOADS: + 36.0 PSF & -37.0 PSF IA— 1 - 1, DOOR WE ffiSC p" O" CLASSIC AND CH RP STEEL PAN DOUSLE-CAR, 16'W 424/-24.5 PSF B I DRAVING 111" 111, v,A' 101711 IBC I I -;1);- 11 ---,1 lVWAL-`AMAUMa- UR TO 77 4 6 31e. - - 00 WA REIMER, LAR3M ON 24yCEKERS 1-1/8 7'30 TV 81_ y K - (- R. KOO-) TO —s A mOE,, TO, TO 1016, 6 9 RRRR SMEXE, iIORIZORT& 1 TpAksFER MO'. IV9' TO 12'3' 7 U 1-oV, Z-;' ME !Y-, 21-r! sl- PiJEL 12'6WTU14V 8 12 L42LTU 15"Y 9 14 =ZY am. Om (ZOO, m M. 1610- 10 15 OR — E -- MAX SECIlum WE ff, 10, 1/4-0- TA°C0N OH 17- EfliFETi9 (2,000 - -A. -Y" OR 9' A[SE9 PANEL C£FRERS (0- 1. 00, YLI5HER5 RzoO- -I TAP00"8. da In - BE NOT —A— REFER TO MWA MI-101. A UOEMED DtiPA RE EREI-EO TD I ERR 2 x wRN (4 %-1 IMPACT RESISTANT BLY DETAILS] ASSEMBLY VRE PER DRAWING 1 0 171 1 -A 14 2 . ROLLER fm3pE 0) ep'.KLT J14.R -EFT UET& MV (4) 14q4SMFI — OR rno 1/4- Tom- Stii1 BOILER Tirol OR TIRE Dam TPPE A" RE). WM TiE DEEM OF THE VJPPORTM siFi1KRP.W. EUEMUPRI sfoll OR TIE RESPOOSImm OF ME mFESstO Of RE,DEO FOR T,,E su"m OR sRNUVRE WIN CU iEFR SURDM CODES FOR ME U' EIED ON THE ORAWro.V. OR R ov MD E0Of`5 (n = REs4ST*`T ARE m OFT*WL WA POL TE FRONF F-E MR QArR, oE lExNi StX2432T, AN APflROVEO CO2 RIC 2- ndEhi1Fff ( ASSE148Ly &i . UED Ad Lin4flWfCE Mtn Tim SECTION MEETS THE WIND LOAD FWAOEmn Cf RE FLORIDA "M43 CON w NEWTON& WLM C AM REM T W-RTEW(REF. CtWRrER I- M/9C). STANDARD ASSEMBLY DETAILS GRAWING 10171 I_ B 5EQRQR-a-B- - P -RE2ANT LLAZJ fTvG FRAME w UN. coAON 1Y -T -'r FR-E s nwa LREQ8a3/4' PAN MEAD Sta£ N. OOFT NktEORORL EpwMGrM R"OMEPwruam P O2 N ,m W/m 2-, niE E- E CE w,H uc - THE " nI-w REOU'REOER'S OF PF REPMPR coOE THE W,cT RF-ART RE MR --E V- N ENOWEER: MARX WESTERFIELD, RIGA P.E. J4805, P.E. f23832, AS RE #91513 HOIL TRACK CONMURAnON ABOVE THE DOOR OPENING DOES NOT AFFECT THE VEND LOAD RATING OF T1413 DOOR. To S.oRr M-\Il 1' TALL MOBS Al iFNOtF 4) Tf-R BRACKET RER EMlc ILIR&% Al MQUL Oi iRROOORa15tA11.FR(m SIX) 13 - OKV. Sim R. SFAQKErl EAOflPGTu;Ev TO w000 " S *0TH t/le-5/ m- T TImxNm Ow0 "0', MA; 8 & 2- 1 2 5NCKeT NET NOT - -- -- .- 0111% FPL FOR KRi4.TRACK 4' MPIOURATION SIVU NOT EXCEED — t,O vFRWOE1,. OOH E.T FRO F ROO. DESIGN LOADS: +24. 0 PSF & -24.5 PSFTESTLOADS: + 36.0 ESE & -37.0 PST Florida Building Code Online Page I of 4Z W4 7 4 EEC t T SQS Norse v"k 1-0, in Use, Reolstllatlon Hot 3oplcs Submit Surcna-ge. Stars & Fac,s Pubhca,o,s FSC Szaff BCIS Site Map Links Search dJ,!Product Approval iUSER: PuDhC tittiterSbP-101" 147/ 0' Search > A- a jor—,,st > Application Detail FL # FL!7499-R3 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary, Comments Archived P- oduct Manufacturer MI Windows and Doors Address/ Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsIthnger@miwd, corn Authorized Signature Brent Sibinger bsitlinger@miwd. com Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) 5!p—n dArsi AAMA 506 AAMA/ WDMA/CSA 101/1.S.2/A440 AAMA/ WDMA/CSA 101/1,S.2/A440 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 01/15/2018 Date Validated 01"15/2018 Date Pending FBC Approval Date Approved 01/2!/2018 Ypar 2011 2008 2011 1- itips:/'/' NN,r"-,A-,flor'ldabuildi I 1 /2018 ing.orcupr,/pr app dtl.aspx"param=NNTGEVXQN7,-tDqtCUG-NjQlz6B... 2 Florida Building Code Online Pale 2 of 4 Summary of Products FL # Model, Number or Name 7 _ 14199.' 185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: P,-PG55*, Missile Level D, Wind Zone 3. Glass to be bedded in Pecora 896 sealant. 17499.2 1 185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +60/-60 Other: R-PG60 17499.3 1185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: t60/-60 Other: R-PG60* 17499.4 1 185 SH Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: -60/-67 Other: R-PG60* 17499.5 1 18 5 SH Description 36x84 Fin/Flange Frame TG/SG Ti-npact Single Hung Certification Agency Certificate C 111-0--S_--- 25-5--!:L F r —1: n P_a4t 4-1 _111:1N C wzi-LL I I- —H-- r irr f F1.I 499 R-- C CAC MI Wind,)"ys a5 - S e,r L4 —)-d f Quality Assurance Contract Expiration Date 10/17/2018 Installation Instructions FL17499 R3 ',I 08-02545B.ndf Verified By: Luis R Lomas PE-62514 Created by Independent Third Parry: Yes Evaluation Reports L!749 ±,E_ Ere"ated by Indeperdent Third Party: Yes 52x72 Fin/Flange Frame !G/SG Single Hung Laminated Glass Certification Agency Certificate P I _740c, 4 r- L__.AC b, C 6i El " 2 6 F74 N"I w 0 d, Quality Assurance Contract Expiration Date 10/ 08/2018 Installation Instructions F 11.7-4-91-91-1- - B, -2d, Verified By: Luis R LomasPE-62514 Created by independent Third Party: Yes Evaluation Reports FL17499 R3 AE 51-27R-4.Ddlf Created by Independent Third Party: Yes 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass Certification Agency Certificate FL CAC n4 1) _9R E__,_- 149Q R3 C _-/-V:M: - ''65:SH LF.n) _(14).p" ELI 7499 K3 C CAC VI-1 *1-101111' 5 H' plante} P. AfQuality Assurance Contract Expiration Date 10/ 17/201S Installation Instructions F'- 1402 -_ I -ff Verified By: Luis R Lomas PE-62514 Created by independent Third Party: Yes Evaluation Reports FL17499 R3 AE 5133285-5,pd' Created by Independent Third Party: Yes 36x71 Fin, Finless, Flange Frame IG Single Hung Certification Agency Certificate FL1749" R- C CA'- APC H0462.01-11 85 SH L, 1,4 ' _2' 2 2 LJ2' Quality Assurance Contract Expiration Date 04/ 25/2022 Installation Instructions F'- 17 4, 9 9 R3 a:f -- ---, j' Verified By: Luis R. Lomas, PE PE-62514 Created by independent Third Party: Yes Evaluation Reports Q P, 3 -1, _F5 ! 4 Q 8 2 rd Created, by Independent Third Party: Yes 52x72 Fin/Flange Frame IS/SG Ti-ninact Single Hung Limits of Use I Certification Agency Certificate ApprovedforuseinHVHZ: No FLI -,409 r3 C C,,"- V: Wmi'jo S -4S SH..,'Fir j 71-ram Approved for use outside HVHZ: Yes --2f Impact Resistant: Yes 4 AH , (Pr,' CA —CV i W.ices http s:,/'/'"- v,-NN. 0 orl d abuil din a. org " r/ r app dtl.aspx'paraiij=-N GEVXQA-tDqtCt-G(-,- 'Q*z6B... 2/11/22018 PPznV3I Florida Building Code OnlineBuilding Pac,e ' ) of 4 Pressure: +55 ' /-55 Other: P-PG55, MissileLevei D, Wind Zone 3, Gass to be bedded in Pecora 896 sealant. Ddt F-17499 Quality Assurance Contract Expiration Date 10/10/20" 8 Installation Instructions Verified By: Luis R Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports 7oqq Created by Independent Third Party: Yes 17499,6 185 SH 52x84 Fin/Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No Fi 17499 M3 C CAC t,,PC13 62F1725 Approved for use outside HVHZ: Yes HIFLG w-aive 5-91G '-SA 52 L SX 84 R,6_0(', L0 9: Impact Resistant: No FL17422- R3 C CAC N11 Windo s - 1 1 L Design Pressure: +60/-60 FL17429 R3 C AC Pll MD_q2w 85-{Cndt Other: R-PG60 FL17499 P,3 C CAC 1,11 Windows - 185 SH Iffien-P ,LLLLpf Quality Assurance Contract Expiration Date 10/09/ 2018 Installation Instructions FL17422_P, 3 I! 0j8-L)23_4fBVerified By: Luis P, Lomas PE 62514 Created by Independent Third Party: Yes Evaluation Reports 33 25- Created by Independent Third Party: Yes 17499.7 185 Triple SH 111x72 Fin Frame IG/SG Single Hung 110x72 Flange Frame IG/SG Single Hung Limits of Use I Certification Agency Certificate Approved for use in HVHZ: No 749g 73 C CAC. Mil 'Amdn, 11 ,, - 8FApproved for use outside HVHZ: Yes f Impact Resistant: No 7400 Rn - 141- N11 Windo r Design Pressure: - 50/-50 Other; P,- PG50* r _:_CAC N17_*i o 1 5 5 T 7 7 - 1 9 c R C CAC M, 1 W i n d Quality Assurance Contract Expiration Date 10/20/ 2018 Installation Instructions FL-17499 R3 T7 08-i)2548,3.p f Verified By: Luis P, Lomas PE 625,14 Created by independent Third Pbrty: Yes Evaluation Reports Created by independent Third Party: Yes 17409.8 185 Twin SH 106x72 Fin Frame IG/SG Single Hung !05x72 Flange Frame IG/SG Single Hung Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL17499 R3 C CA W i n di - I r H Twin FiQj Approved for use outside HVHZ: Yes J3)_pdl Impact Resistant: No 17499 R3 C CAC MTWindows -18 SHTwin (Fin) Design Pressure: +45/-45 iA—Ddil' Other: R-PG45 SH Twin (F;.an jq) L3 —I) of C41 pdf Quality Assurance Contract Expiration Date 0/20/2018 Installation Instructions Verified By: Luis P, Lomas PE-62514 Created by independent Third Party: Yes Evaluation Reports 174ia 5i: Created by Independent Third Party; Yes ED EE a_rt St— Road, 7M!ahasseg RLO—n—r, 0-4 4 The State of Florida is ar AA/EF^ elnPloyer, Co yngh, 2r- P- State 0-rl,03, :l L"-C, staV Met:: Egsj11;i State- t 2 hrtps:/,',A.floridabuildiiiL,.or(,. l'pr/,'Pr app_dtl.aspx?pa.ran-i=wGEVXQA,-tDqtCUGc,--\,,iQlz6B... 2/1 0 18 Florida Building Code Online Page 4 of 4 Under Florida law, small addresses are pl records, if you do not wan' your e-mail address released 11 response t, a public -records request, do not send electronic mat! to this ert;ty. Instead, contact the office by Phone or by t, a0itorat mai., :f you have any questions, please contact 850 487, 39Q -Dursuan-, to Section Statutes, FF., l-o" Sty,t, effec, nve October !, 20 - 2, licensees licensed unoe7 Chapter 455, F.S. muDepartment n;- provide the Depament with or, email address if trey gave ane. The ems!s provided may be used for afflow communication with, the licensee, However ema,; addreSpes are public record. 11 you do not .,a- to applov a personal address, cease prov,oe the Department with an email address wntCb Can ,a made available W the public To determine if You, we a kensee older Chapter 455, "S., please click Product Approval Accepts: rlt,—` Card i https://,A,w-A. 7. floridabuilding.oro/pr/ r app dtl.aspx"parai-n=,A,GEVXQNk-tDqtCt.,CYL,jQlz6B... 2/11/2018 Z, Z-11P T If S: I THPRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH P! 01flUf MFN I S OF THE FLORIDA BUILDINC CODE, 2, WOOD FRAMING AND MASONRY OUtNIMG TO BE DTSJGNFD AND ANCHORED TO PROPERLY TRAN'; T ER ALE LOADS TO SIRUCIURF, FRAMING AND MASONRY OPENING Is THE Pf" PONSIP111fY Of THE ARCHITECT OR FNGINEFR OF RECORD. 3. IX HUCK OVER MASONRY/CONCRETE IS OPHONAL. 1, WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST 13E ANCHORED THROUGH THE FRAME IN ACCORDANCF WITH MANUFACTURER'S PUBUSHfD INSIAIIAIION INSTRUCTIONS. ANCHORS SHAITL OF SECURELY FASTENED DIRECTLY INTO MASONRY, CONCRETE OR OTHER SIRUCIURAI SUBSTRATE MATERIAL. 5 WHERE WOOD RUCK THiCKNESS JS 1 1/2" OR GREATER, 131JCK SHALL BE SECURELY TA' STEN[D 10 MASONRY, CONCRETE OR OT'HIR STRUCTURAL SUBSTRATE. WINDOW UNITS MAY RE ANCHORED 'THROUGH FRAME 10 SECURED WOOL) RUCK IN ACCORDANCE WITH MANUFACTURER' S PURUSHEO INSTALLATION INSTRUCTIONS, 6 WHERE 1X RUCK IS NOT USED DISSIMILAR MATERIALS MOST BE SEPARATED WITH APPROVED COATING OR MEMBRANE SELECTION OF COATING OR MEMBRANE IS THE RESPONSIfflUTY Of 7HC ARCHIUCI OR ENGINEER OF RECORD, 7 BUCKS 5,HALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS PROVIDED. 8. TOP FIN IN'_;1A[1A1iOH SHIIA AS HI[DITD, FOR FRAME INSTALLATION SHIM AS REQUIRED AT FACH ANCHOR LOCATION WITH LOAD BEARING SHIM SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALIQ'V,'A[3!E SHIM STACK TO BE 1/4". 9. '- 11 IIIA" I SNAIL BE LOCATED, APPtTD 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, f RAMS MAHRIAI.: EXTRUDED RIGID PVC, 12, UNITS MUST RE GIAZED PER ASTM E1.300 04/09, SEE SHRET 11 FOR CLASS DFTAIIS, 11 APPROVED IMPACT PROTECTIVE SYSTEM 5_RLQUIRLD FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14 FOR ANCHORING 111RCUSH! FIN INTO WOOD FRAMING ON 2X BUCK USE #6 WOOD SCREWS WITH 5UffICtI-FN LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. REVISIONS , REASF0 ANCHOR o,, SPACMrNCHARTSt- RE- ViSED CLASS 0102117 RI 15 FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK NICE #10 WOOD SCREWS WITH SUFFICILNT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHOR'; AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16, FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" 1APCONC WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO Sims-IRATF WITH 2 112" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN EIFVAIIONS AND INSTALLATION DETAILS. 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SmS Of? SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM fqY0ITD STRUCTURE INTERIOR WAtL. LOCATF ANCHORS AS SHOWN IN EUVAIJONS AND INCIAIIAHON DETAILS. 8, ALL FASTENERS TO 13E CORROSION RESISTANT. 9. INSTALLATION ANCHORS SHALL. BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER' S INSTAL ATION INSTRUCTIONS AND ANCHORS SHALL HOT RE USED IN SUBSTRATES WITH SIRENGrHS LESS THAN THE MINIMUM STRENGTH SPFCIF-jfD B11OW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF CT=0,42 R, CONCRETE: MINIMUM COMPRESSIVE SIRELIGTH OF 2,000 PSI. C. MASONRY: HOLLOW ' 'FR[EO BLOCK PER ASTIN C90 WITH Fm-2,OOOPSI MINIMUM.1). METAL STRUCTURE: STEEL 18GA (048") TY-33KSI/FU-52KS! OR ALUMINUM 6063--T5 FU-30KSI 048" THICK MINIMUM TARIE OF CONT[NiS SHE NOj- -DF SCRIPTION 1 NOTES 2 3 ELEVATIONS 4 10 INSTALLATION DETAILS 11 COMPONENTS SIGNED: 1211412017 MI WINDOWS ANDMARKET DOORS,T LLB 650 WEST STREE GRATZ, PA 17030-0310 R.. L SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT TA NOTESOF ORAWN 1111G NO R. N. G. 08-02549 SDAME CAk ENTS12/29/14 saeEr 1 OF 11 L. POBERTOLOIOISPE Luis R. Lomas P.E. 1432WtX)DrOP017[) LEWISViLLE,NC27023 434 r88 0509 1-1 FL No.: 62514 52" MAX FPAIXI- WIDIII 2" MAX I--16 MAX O C 2" MAX MAX I " Q'c 2 MAX 1 MAX 72" 1 72" MAX MAX FRAM[_ FRAME I ILIGHT 52" MAX FRAME WIDTH 16 MAX O.C.2" MAX 185AI-UMINUM SINGLE HUNG - WINDOW - - 185 ALUMINUM SINGLE HONG WINDOW-- EXTERIOR VIEW OESIGNER FXFFNIOR VIEW F1 ANG F & FINLESS INSTALLATION FLANGE & FINLESS INS TAT CATION SEE CIRRI #f FOR SMALLER UNITS REOUInEN ANCHORS SEE CHART#1 FOR SMALLERER UNITS REQUIRED ANCHORS DESIGN PRESSURE RATING IMPACT RATING H30.0PSF NONE NOT[ 5: I MAXtMHM ',;A'-,Il '17F 51" X 36". 2. MAXIMUM ',A';Il D1,0,: 47 5/8" X 32 112" 5, MAXIMUM FIXED 01,0- 49 3/8" X .32 1/2"; HARDWARE SCHEDULE METAL SWEEP LOCK AT 8" FROM EACH END INTERIOR MEE ffrl(.; RAIL BLOCK AND TACKLE BAtAtICE AT JAMBS PEVISMS 01 sl'Rlp"ll t' PFI/IST-D AMMM7 SF rr tNC & CHARTS 07/1 1/16 R t 10/02/ P iRO/ISED GLASS i CHAPT#1 Number of anchor locations required Frame Height in) 18,00 Heimci -'Jaw, i 24,00 Fmxi Jamb Frame Width din) 30.00 36,T)O 42 OV fl;md I Jamb Headad Jamb I Weac(TJa b 48.00 Head Jamb 52.00 Head Jamb 00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 30.00 36.00 2 2 3 3 3 3 3 3 3 3 3 3 4 _3 3 3 4_ 3 4 4 3 3 4 4 3 3 42.00 2 4 3 4 3 4 3 4 4 4 4 4 4 4 48..00 54.00 2 2 4 3 3 4 5 3 4 3 5 3 4 4 3 4 4 5 A 5 4 60,00 2 5 3 5 3 5 3 5 4 5 4 5 4 5 66.00 2 5 3 5 3 5 3 5 4 5 4 5 4 7700 3 76 1 3 1 4 6 4 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT FLANGE & FINLESS ELEVATIONS DPAWN DWG N0, N.G. 08--02549 scAGe NTH I DATE 12/29/14-7SHFE1 2 OF 11 L. PORERIOLOMASPF 1432 WCXXIFORD RD LEW)SVILLE, NC 27023 434-A&I 0669 r#-;as@,ldo—pe c— SIGNED: 12/1412017 URlllLilll' o t, Eli 8' ld, TM OF 0 Luis P. Lomas P.E. FL No.: 62514 52' MAX FRAME WIDTH - — 7" MAX - - 10 MAX O.0 - --- 2" MAX 2 MAX -- 7' hAK 2dAX =. MAX r) C . MAX 0 C. 52" MAX FRAME WIDTH ---- 10" MAX D.C. __ --. 2" MAX 1fl ili 0 72 MAX MAX _ AMA, RAME HE IGHT 71 t11-.1f;k-1T f?rnsKNas DE Sf RIPTIOh SALE A3'VHWfD RFVI CD ANCIAOR fACJNC, Ps (,HARI_S 07/11/15 Rf ... REVISED CA ASS 10102117 R,L. CHAR 1 #2 Number of anchor locations required Frame in) Frame t1,_.. Height 48.II0 24.00 30.00 _ 00 — 42. DO 48.04 52.00 ink) H & S Jamb H & S Jamb H & S Jamb H & S Jam b H& S Jarrvb N& S Jarrob li & S Jamb 24. 3 5 3 6 3 6 3 30.00t 4 3 4 4 4 5 4 6 4 6 4 36.00 3 5 3 5 4 a S 5 5 6 5 6 5 42.00 3 5 3 5 4 5 5 5 5 5 6 5 6 5 48.00 3 6 3 6 4 9 5 6 5 6 6 6 6 6 54.00 3 6 3 6 4 6 5 6 3 6 6 6 6 6 60.00 3 7 3 7 4 7 5 7 5 7 6 7 6 7 66.00 3 8 3 8 4 8 5 8 5 8 6 8 1 6 8 72.00 3 8 1 3 8 4 8 5 8 5 8 6 8 6 F3 185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW EXTERIOR VIEW EXTERIOR VIEW FIN INS TALLA PON FIN INSTAL.LA NON SEE (40IRT k2 FOR SMALLER UNITS REOUIRED ANCHORS SEE CHART N2 FOR SMALLER UN17S REOUIRED ANCHORS DESIGN PRESSURE RAZING IMPACT RATING 60.OPSF NONE III() If 5, 7 MAXIMUM SASH SIZE: 51" X 36". 7. MAXIMUM SASH D ! -Q.: 47 5/8" X 32 1 /2". 5- MAXIMUM HXLD D 1.0,: 49 3/5., X 32 1/2"- HARDWARE SCHEDULE METAL SWi EP LOCK AT 8" FROM EACH END IVOERJOR MEETING RAIL Bl.(YA< AHD TAfGVi F EAUANCE ATJAMBS SIGNED: 12/14/2017 MI WINDOWS D 111 11 411!/ 650WE T MARKET TSTREET JX" 9 . 1 GRATZ, PA 17030-0370 n,xGENS SERIES 185 ALUMINUM SINGLE. HUNG WINDOW- 52" X 72" NON -IMPACT qq; sf, R[" a-trZ.C>2 ,. FIN ELEVATIONS STAT OF w' DRAWN GVfG N0. Hf! D cLi i O(1 1A' \''•,;\,.. N.G. 08-O'2549 B NAI. sca EP1TS naTe 9/14 srleeT3 Of 11 7j011110111'X H00FRTOtOMASP [. Luis R. Lomas P.F. 1432 1" OODf OHO PO LL WISVll I E, NC 27023 434666-0609 dio s0.*kx,aeT,— FL No.: 62514 1/2" MIN RLV it YN EDI E DISTANCE WOOO f PAWN(; OR 2X HUCK E3 _PFVI,'TD _GIA',5 BY OfIlf-PS 1 1/4" D11W LMT3EDMLNfA JU ------- --- BACK[ R ROO APPR(Of D S I At AP41 un H, M, SPACE 10 woot) ScRtw 1 1/4" M)N FMRF Do, N T INTERIOR MIN W"L DISTANCE To wooc) ScPf-W WOOD FRAMING - OR 2X BULK EXTERIOR Ely OTHER RACKER ROD APPROVED At.ANT WOOD FRAMING OR 2X B 1 31tt)CK Y ( PS VERTICAL CROSS SECTION SILI, TO BE SET IN A HE D OF APPROVED STRUCTURAL SEAtANI 1/4" MAX, SHIM SPACE WOOD FRAMING OR 2X BUCK INSTALLATION P40TES I Itl7f--R1Of3AND EX7E-RlC)RI-INISI'E-S,BYOTtIERS, NOT SIJ0WNFOr?(3LAf7ILY 2 PFF414fE TEE? AND JOINT SEALANT PY OTHERS TOBE DESIGNED lt,IACf,OFfDAf,JCEWITH ASTAIE2112 114" MAX, HM SPACE INTERIOR BACKER ROD APPROVED EXTERIOR SEALANT JAMB INSTALLATION DETAIL WOO )( DFRAMING OR 2SUCK IN I ST - ALLAf - ION D. T ERUVFD 117 / I 1 111 10102117 F? I SIGNED: 121141PO 17 MI WINDOWS AND DOORS,ET LLC 650 WEST MAET RKSTRE GRATZ, PA 17030-0370 9111 L 0 titv SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT FLANGE INSTALLATION DETAILS TAT; Or, DRAWN, HNC; No 'E v R 'D 08-02549 B N. G, I I N. 0NM_ !-' LYY F NTSI DATE 12/ 29/14 1 SHUT 4 or 1 1 111011m0\ L. ROBERF010MASPE 1432VVC,IODFORDRDLEW)S' VILLE,NC270,-, 3Lui5 R. Lomns P.E. 434 686 0609 60-01 0--p, — FL No.: 62514 STRFTCTt BY QTIL APPROVED SEA[ AD I 1_ _1 1/1" MIN EDGE DISIANCIF 1/4" MAX. SHIM SPACE 10 SMS OR SHE DRILLING SCREW INTERIOR EXTERIOR RA(',I(FP ROD APPROVFD SFAt ANT t, 9F TA BY OTHER SILL_ T> RE SET IN A BF-0 OF APPROVED STRUCTURAL SEALANT 1/ 4" MAX. SHIM SPACE VERTICAL CROSS SECTION MF7Al STRU(CTORFINSTANATION NOTES I IN TFRIOR AND FX71 RIOR I (NISI tFS, 13Y OTHERS, NOT Sl IOWN FOR CLARITY. 2, PERIMETER AND JOINT REAL ANT BY 0 7 NERS TO BE OE,' 3/(' 3NE-0 IN AGCONf)ANCF WITH AS7M E2112 HEVI D ANCHOR SPACIW, & CHARTS p 1, REVISED GIASS lolc)2117 ifil- 1/ 1" MAX, SHIM SPACE 10 SMS OR SELF DRII-I ING INTERIOR SCRLWS 51 ------------ - -- -- ---- MIN. DI-, TAFJCE EXTERIOR ML TAI, SIRUCIURE V BACKER ROD BY OTHERS APPROVED SEA? ANT JAMB INSTALLATION DETAIL ME VAL S MUCTURE INS7ALLATION SIGNED- 1211412017 MI WINDOWS AND DOORS, LLC S V, - L o RKET650WESTMASTREETGRATZ, PA 17030-0370 E N S- B, SERIFS 185 ALUMINUM SINGLE HUNG WINDOW 5 52" X 72" NON —IMPACT FLANGE INSTALLATION DUALS TATE OF Luz 0 0 R I'D N. G. 08— 0 N A L 4 E NFS I IlAll 12/29/14 1 sII0EFJ 52549 OF11 L HOUFRR)LOWSPE f432 WOODFORD RD LEMSVII LE, N027023 434-688 0609 Luis R. Lomas P.E. FIL No,: 62514 2 112 MIN. I [ )GE III LANCE G ONGP EtE/MAS ON!Y n n i n 7P7104,ni 1 X PUCKK , 4 EMBEDMENT SEE. NOTES 3 7 SHEE 1 1 r 1/4 MAX._-T1 BAI KLR ROD SHIM SPACE F SFALAEDEAL,aFlr 3/ 1 6" TAPCON IN x IJ t L1 LAX EXTE131OR / i{ SIt I TO BE St T IN A BED 4F BACKF3 ROU - '*.. ilia= v i OVED APPROVED \ ISTf2UCTURALTRCTURSTRUCTURAL SEA[ ANT ` OI'J10tdN 1X BUCK ---,.. '„ f Sf;}ALANJ SCE f f,T 3 - 7 t 1 v 1/4" MAX SHIM SPACE CONCRETE/MASONRYm.----- BY OTHERS e e a e 4 VERTICAL CROSS SECTION CONCRETF-1MA.SONRY !AlSTAI.LATION 1 1/4** MIN, EMBEDT4 NJ CONCRETE/MASONRY - BY Ol"HERS v 3/16" TAPCON A° a i 2 1/2" MIN. EDGE 015JANICE ' a RtaWlis DC Ut .A iIUN F FVF,FV Aft OR - A( NG N HARD D[VfSt(1 GtAl, - 1/4 MAX. SHIM SPACE INTERIOR EXTERIOR F3PCKER ROD APPROVED OPTIONAL 1X. BUCK - SEALANT SEE NOTES 3 - 7 SHEET 1 JAMS INSTALLATION DETAIL CONCRLTEMASONRY lNS7AI i ATION NOTES: L fNTERtOR AND EX71 RV.TR PINI,SHES. BY OTHERS, NOT SHOWN FOR CLARITY_ 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM £?t 12 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 170310-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON -IMPACT FLANGE INSTALLATION DETAILS DRAWN: Nff; N;.)_ N.G. 08-02549 scs.LE NTS TA l 12/29/14 1 s"E€' 6 OF 11 1POI ERTO LOMAS P.E 1432 WOODFORD RD LEWISVILLE, NC 27a23 436- 589-0509 dLlmas{ Vt; ru&sp,'n pAi PPP.)VED 07/ 33/76 A L I _ 10/ 0 2/ 17 1 R,L, SIGNED: 12/1412017 ftLo,// i e 0P AL1 \\\ Luis R. Lomas P.E. FL No.: 62514 WOOD FRAMING OR 2X DUCK BY OTHER,, BACKEP ROD APPROVE D S EAI AN I BACKER ROD APPf?OVEO, SEALANT WOOD FRALAING OR 2X HUCK BY OTHERS 112" MIN EDGE DISTANCE 1/4" MAX. JflM SPACE 10 WOOD SCREW DR SILL TO BE, SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4" MAX_ SHIM SPACE VERTICAL CROSS SECTION WOOD FRAMING Oft 2X BUCK INSTALLATION NOTES 1 iN7f t7IC'AANC>CX7CRK){i FIAlISilcS, l3Y O7NFRS, NO Sf 1f7WN FOfd (AAHII P 2. PE 1 i[MF f ER Al1D .K 11N 1 SE ATAN i DY OTHERS TO NE DESIGNED IN AGCORDA! (J 1 WITH A.STM E2112 1 1/4" MIN, EMBEDMENT 1/2„ MIN EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS f'E'r15XJN5 LE PS'i(9N E--- WHO .ANCHOR 5PACING & CHARTS REVI5ED GLASS 1/4" MAX. SHIM SPACE INTERIOR EXTERIOR BACKER ROD APPROVED SEALANT JAMB INSTALLATION DE FAIL WODfJ PHAMNiG OR 2X EiU{;K lNS7A1 LAT(!JN MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON --IMPACT FINLESS INSTALLATION DETAILS DRAWN. Dw No. N.G. 08-02549 tE NTS IDALE 12/29/14 S"EE17 OF 11 L DOSED C) LOMAS P_E 14,12 WOODFORD RD LEWISVILLE, NC 2%029 434-688-0609 rtlomasC lrbmaspe com DAIS APPROV[D Lo/oz/n I tz.t_ SIGNED: 12114112017 ffR ILf0 2X lo 6 r p f tt TA.T 4F e ctt' !{7RtC)P'1 D s l(MAL11111601 Luis R. L.omos P.E. FL No.: 62514 f?C,E DISTANCE CONCRETE/MASONRY- BY OTH£k'; n u n 1 1/4" MIN. OPTlOSIAt_ 1X RUCK_. SI E MITES 3 — 7 a 7' SHIFT 1 1 / 4 PIA./ _ BACKER ROD --%' SHIM SPACE SCAtAN ( 3/ 16" TAPCON INTERIOR IV[ EXTERIOR Sit t TO HE, SLI IN A BED OF 91 I<ER ROD i APPROVEEC7 IS APPR I-D I STRUC1TURAI SEALANT SEALANT' ar QPH NA_ 1X RUCK — 3 4 MAX. SEE NOTE 3 7 SHIM .SPACE SHEET 1 F — C. ONCRE3E/MASONRY BY OTf1ERS a VERTICAL CROSS SECTION CONCRf T FJP.lA ,ONRY iNSTALLA7IQN 1 1 j4' MIN. EMF3FDMENT CONCRETE/ MASONRY --\ BY OTITHS _.._.. 3/ 16" TAPCON 2 1 /2" MIN. EDGE DISIAN( J r? rv s:oa s 9 , RIP WA RUVIHO ANCHOR SPACING ING & CHARTS REVT, SF0 C A95 OPTIONAL IX BUCK SEE NOTES 3 — 7 SHEET 1 1/ 4" MAX. SHIM SPACE INTERIOR 1 I EXTERIOR BACKER ROD APPROVFD SEALANT JAMB INSTALLATION DETAIL CONCRE FEIMASONRY INSTAL. LAT7ON NOTES: 7 fN7Ef3lC)FfAND EXTE13tOf1 FINISHES, 8Y0THEf?S, NO 1 Sf TOWN FOR C7 ARF7"Y. 2 PFRfMF T f R AND JOINT SEAI AN7 BY O7NFRS FO 3F DESIGNED IN ACCORDANCE WIT7-f ASTM 1-2112 MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS DRAWN: i7'NG Px3. N. G. 08-02549 SCArr_ NTS Dale 12/29/14 1 sr+'erg OF 11 l.. RO©ER101—M P.E. 1432 W(JODf_ORO RD LEWISVILLE, NG 21023 4. 34-668-0609 A/omas trtornaspe. Corr, tWE PF n-vZJ tU/ flL/ll FZt SIGNED: 1211412017 v Xy 141141 2VHi 51 r STAT OF 0 w` ORVDD • ti' e Luis R. Lomas P.E. FL. No.: 62514 APPROVED SEALANT BEHIND i IN 7/16" MIN pp EDGE DISTANCE INTERIOR 1 EXTERIOR 7/16" MIN EDGE DISTANCE APPROVED SEALANT BEHIND FIN 1 1/4' MIN. EMBEDMENT 8 WOOD SCREW L"utL VNICIvI VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION WOOD FRAMING BY OTHERS 1/4" MAX. SHIM SPACE REVISIONS ' REV DESCRIPTION DATE APPROVED A REVSED ANCHOR SPACING & CHARTS 07/11/16 1?,T R 1 REVISED GLASS 10/02/17 RL WOOD FRAMING - _ 1/4" MAX BY OTHERS SHIM SPACE 8 WOOD SCREW INTERIOR Mlra. EMBEDMENT APPROVED SEALANT BEHIND FIN 7/16" MIN EXTERIOR EDGE DISTANCE JAMB_ INSTALLATION DETAIL_ WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1, INTERIOR AND EXTERIOR FINISHES, DY OTHERS, 1/4" MAX NOT SHOWN FOR CLARITY. SHIM SPACE 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS, LLC WOOD 650 WEST MARKET STREET FRAMING GRATZ, PA 17030-0370 BY OTHERS SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FIN INSTALLATION DETAILS DRAV' N: CVIG NO N. G. 08-02549 SCALE NTS °ATE 12/29/14 s"EE` 10 OF 11 L. ROBERTO IOMAS PE 1432 WOODFORD RD LEWISVILLE, NC 27023 434- 688-0609 rIIomas@lromaspecom SIGNED: 12/14/2017 I I0 f o, TAT OF ° 4 B XXX7 S7 N R„ Luis R. Lornas P.E. FL No.: 62514 METAL STRUCTORE By OTHERS APPROVED SEALANT INTERIOR szu EXTERIOR BACKER ROE APPROVE[ SEALANT METAL STRUCTURE BY OTHERS 1/2" MIN EDGE DISTANCE 1/4" MAX. SHIM SPACE m,., 1S OR SELF DRILLING SCREW VERTICAL CROSS SECTION__ MF-TAL 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 SILL 10 BE SET IN A BED OF APPROVED STRUCTURAL SEALANT 1/4" MAX. SHIM SPACE RE` 15PN5 DESCRIPTION REVISED ANCHOR SPACING k CHARTS REVISED GLASS 1/4" MAX, SHIMSPACE 10 SMS OR INTERIOR SELF DRILLING SCREWS T 1 /2 MIN. l EDGE DISTANCE i-- EXTERIOR METAL BACKER ROD STRUCTURE APPROVED BY OTHERS SEALANT- JAMB INSTALLATION DETAIL_ METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON —IMPACT FINLESS INSTALLATION DETAILS DRA'NNDWG N0. N. G. 08-02549 SCALE NITS DA'T 1 2/29/ 1 d SNFFT 8 OF 11 L, ROBERTO LOMAS RE 1432 WOODFORD AD LEWISVILLE, NC 27023 434- 688-0509 rllomas atrloaiaspe-com DATE APPP.GVEp 07 TO/ 02/77 R-I. SIGNED: 1211412017 v, tiXCEN,rF 9Pf 4 Sp51 7 , y :' , 06'6; - — 4 Al Rev Luis R. Lomas P.E. FL No.: 62514 2 3/16" 1 7/8" -- T_ 2 3/16" 1- 51 2 3/1f 16" '- A - FLANGE FRAME HEAD FLANGE FRAME JAMB FINLESS FRAME HEAD CM 1850 C;M£85D? CM-4II 5? At 01,11NUM 6063 T5 050' THICK At UMINI JM C063 TS 050" THICK At 6063 T5 050" THICK 2 5/16" - 2 5/16" --1 5 .. /q" 2 1:5/1 1111 If j 3 3 J4" lil FLANGE FRAME SILL FINLESS FRAME SILL cM 01 cM-5a FIN FRAME SILL Al.UM1NUM 60C33- T5 0 i5" THICK A!-UMiNUM 6063-T3-T5 .055" THICJf CM- 36509 ALUMINUM 606.3-75 055" THICK 1 7/ 16" n5 I tn 1 FINE-, LOCK RAIL/STILE SASH BOTTOM RAIL MEETING RAIL CM-18505 C M-18555 C7+f- 18504 ALUMINUM 6063-75 062" THICK ALUMINUM 6063-T5.050" THICK ALUMINUM 6063-T5.055' THICK q/8.• 1 3/8.. T_ j 15/i6 T _ GLAZING HEAD SASH STILE CM 1 fi535 CM-18507 RIGID PVC 050" THICK ALUMINUM 6063-T5.050" THICK ftEV15 NS { 1 3NEb EE k} ON I S,.IV A 7vF0 S A REVISED ANCiiOR SPACIN, & CIiA s O7(11/16 ET_( 8 REVISED CLASS 10/0Z/11 RI, _. 2 3/16" I ` i/L" -- -- FINLESS FRAME JAMB _ M 185-13 1/ 8" ANN 1/8" ANN. ALUMINUM 606.3 75 050' 7-1 TICK 1 1/8. /'=.NN. 090 NAB 8Y KURARAY 1 - tiff 3At Rt".INFOPCED EIUt? l PAGLH 2 3/16" -_ EXIE_ HIOR 1NTEHIUH BITE j _. `>I11COLIE JCAir T L - SETTING BLOCK --- GLAZING DETAIL FlN FRAME HEAD CM- 18508 At 6063-T5.050" THICK 2 3/8" I S 2 3/16' ,-: -- t FIN FRAME JAMB cm- 185t0 ALUMINUM 6063-T5 .050" THICK MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 SERIES 185 ALUMINUM SINGLE HUNG WINDOW 52" X 72" NON --IMPACT COMPONENTS DRAWN. N. G. DWG P-t0. 08- 02549 sc'- E NTS on'E 12/29/1d s 11111 OF 11 1., Hg8EHTO LOMAS P.F- 1432 WCJODROHD AD LEWISVILLE, NG 27023 434 688 0609 rl/onta5@IrlomaSpo.Ggm SIGNED: 1211412017 I t I0 p doJ 625i •*. ITAT OF 4u RFV 277 7 A', Y Luis R. L.omcis P.E. FL No.: 62514 Florida Buildln Code Online PaLye I of 3 I fim. 0. 7 Home Log in Use, Registration Hot Tepics SoDmil, Surcharge scats & -acts Pubicat,ons FBC Staff SCIS Site Map i Links Search AProduct Approvaldb- KiUSER: bic Userpr opaL,- A, ovckl Men ,odS- 2, A > Application Detail FL # FL!5349-R9 TypeApplicationA Revision Code Version 2 C 17 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsrtlinger@miwd,com Authorized Signature Brent Sitlinger I ,sitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Fixed Compliance Method Certification Mark or Listing Certification Aciency American Architectural Manufacturers Association Validated By Steven M. Urich, RE Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) 5140da Ar —Year AAMA 506 2011 AAMA,,'WDMA/CSA 10I/I.S. 2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 12/31/2017 Date Validated 12/31/2017 Date Pending FBC Approval Date Approved Cl/041/2CI8 https:/,"Iwr"-A,.floridabuildinorZ=.or2/pr,ipr_app rndtl,aspxpara=wGEVXQ wIDq'LH8572qvd"iX'I... I 1/ 33 1/ 22 0 18 Florida Building Code Online P a 2,' e 2 of 3 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 = 5 - 4P 2-_C CA C AP? d' Approved for use outside HVHZ: Yes A P18 27 7. C ImpactResistant: No Quality Assurance Contract Expiration Date Design Pressure; + 60/-60 0,4/03/2018 Other: CW- PG60 j Installation Instructions E 3 4 9 PG 71, 8 - fj2 3575 f Verified By: Luis R. Lomas, P" 62514 Created by independent Thir d Party: Yes Evaluation Reports PL5142_ D9 _A_ E_513i24BpY 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 E-13',9' _549 C j;,CLPC 1515C f pd_ Approved for useoutside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/ 124/2021 Design Pressure: +55/-55 Installation Instructions Other: R-PG55 13-- C' 49 Inif Verified By: Luis R. Lomas, PE 62514 Created by independent Third Party: Yes Evaluation Reports 9 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 FL15342 E_2__ L:_LPfj 5 4 5 4,g d f 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 consisted of 5/32" tempered exterior - spacer - 5/32" Verified By: Luis R. Lomas, RE 62514 annealed ' 1 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 5349 P, 9 A L-_f 1 L72 Created by Independent Third Party: Yes 15349.4 --- -4 185 PW impact1 159 x 54 Triple CHS Insulated Laminated Glass 1 Limits of Use I Certification Agency Certificate Approved for use in HVHZ: No 1 8272 d, Approved for use outside HVHZ: Yes FL'--349 R-- CCAC AP(' R73ndif Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: +55/-55 01/24/ 2021 Other: FW-R55, Missile Level D, Wind Zone 3. Glass Installation Instructions consisted of 1/8" annealed exterior - spacer - 3/32" FL15349 annealed / 0.090 Soluble 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 AF Created by Independent Third Party: Yes 1 5349.5 :85 PW Impact 96 x 60 Insulated Laminated Glass Limits of Use Certification Agency Certificate Approved for use in HVHZ: No L=—LP--7.c2 & Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/05112020 Design Pressure: —1 55/-55 Installation Instructions Other: FW-LC55, Missile Level D, Wind Zone 3, Glass consisted of 5/32" 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 FLIc34 R9 4" PI2277-_pff Created by Independent Third Party: Yes Back =1 1 —, a—aj—, , 1 3 1_ Z1 _ 1K1n - 4 $2 4 The State of Florida i, an AAEEO empioyer. _qo _Ln S-2te "da R jLj-- an. https:Ill T-,A,-w,tloridabuildinc,. orzl'pr,lpr_app_dtl.aspx"parai-n=,A,GEVXQNN-tDqtH8',72qvdN\,'I... L/31/2018 1 - Florida Building Code Online Pa!,e 3 of 3 Under Florida law, erri addresses are pubir: records. If you do not ,art you, e-mail address released in response to a public -records request, do not -"no electroniciect, 0 no ma to this entity Instead, contact the office by probe on by traditional mail. If you have any questions, Please contact 850,487, 1,95, `Pursuant to Section 45..275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if Communication with the licensee. However email addresses are public record. Itheyhaveone, The emads Provided may be used, to, oi -Drincul-Indat f you do not wish to esupplyaPersonaladdress, Please provide tne Department with an email anoress which can be made available to the public. a determine if you are a licensee under Chapter 455, F.S., please click Dgre_, Product Approval Accepts: M CLI =qg* M-71 Crec,", Card Safe https:,,"/-"-"-w.f-loridabuildin,2.orff/"])r,/'pr app dtl.aspx?paraiai=wGEVXQA-tDqtH8-572qvdNN/-I... 1/1-7, 1 '20 18 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 RUCK 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 15 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 FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. R£JiSt4iiS DESCRFMN REOSED REVISED NAME I ANDOrADDRE55S 70/27f 36 P,.LFD 15.FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS W11H SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 16. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4`" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 17. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL_ LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 18. ALL FASTENERS TO BE CORROSION RESISTANT. 19. INSTALLATION ANCHORS SHALL- BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI. C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PSI MINIMUM. D. METAL STRUCTURE: STEEL 18CA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM 20. GEOMETRIC SHAPES ARE ALSO APPROVED. APPROVED GEOMETRIC SHAPES DIMENSIONS SHALL NOT EXCEED INSCRIBED DIMENSIONS OF APPROVED RECTANGULAR ASSEMBLY SHOWN IN SHEET 2. MI WINDOWS AND DOORS, LLC 650 W. MARKET ST. GRATZ, PA 17030 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT NOTES TART E OF CONTENTS DRAWN: oxc rx SHEET NO. DESCRIPTION J.L. 08-02357 1 NOTES --- -- SCALE NTS DATE 09/03/14 1 S"EET 1 OF 12 2 — 3 ELEVATIONS, CHARTS AND GLAZING DETAILS I RORERIOLOASPE. 1432 WOODFORD RD LEWISVII IE, NG 27023 4 — 12 INSTALLATION DETAILS 434-688-0,309 arom SIGNED: 1111512016 X 11191 I tL/0 4 oj,s 61 s , 57ATE OF e v O_ I0Rtt7 C : g ;,A Luis R. Lomas P.E, FL No.: 62514 72 1/2" MAX FRAME WIDTH — 6" MAX -- 18' MAX O.C. — 6" MAX 18" MAX O.C. 71 1/2" _ MAX FRAME HEIGHT REFER TO CHARTS SERIES 185 ALUMINUM FIXED WINDOW 1 & #2 EXTERIOR? VIEW FOR NUMBER OF ANCHORS REQUIRED 72 7/2" MAX FRAME WIDTH 6" MAX — 18" MAX O.C. 6" MAX 6" _ I / 77 7/2" 18^ MAX MAX O.C. FRAME HEIGHT 0 0 REFER TO -CHARTS — ,SERIES 185 ALUMINUM FIXED DESIGNER WINDOW 1 & #2 EXTERIOR VIEW FOR NUMBER OF ANCHORS REQUIRED DESIGN PRESSURE HA 77NG IMPACTRATING 60.QPSF NONE NOI FS: 1, MAX1h4WJ D.L.O.: 69 ,4/4" X 68 3!4" REYiS40N5 DESCRPRON DAIS APPPUXt ED REVISED INSTALLATION DETAILS 06/01/h R'L REVISED NAME AND ADDRESS 10/27/16 R.L. CHART Al Number of anchors required (without rigid fillers) Frame Frame width tm) Height 24.00 30.00 36.00 42.00 48.00 54.00 6-0.00 66.00 72.60 I;N3 H&S HAS[14&HAS Jamb HAS amb HAS amb FIRS lamb HAS amb HAS Jamb H&S nzb 24,OD 30,00 2 2 2 3 2 2 3 2 3 3 2 9 2 4 2 4 2 A 4 2 4 2 2 5 5 2 2 3600 2 3 3 3 3 3 4 3 4 3 3 5 3 42,00 48 00 5400 6000 2 2 2 2 N22 3 3 3 3 3 3 4 3 4 4 3 5 3 3 3 3 3 4 3 5 4 4 3 4 4 4 5 5 3 5 3 6 5 4 6 5 5 6 3 3 4 5 6 7 766-00 3 3 4 71.50 2 2 5 2 5 3 5 3 5 5 3 6 3 6 3 6 4 8 4 _. _..7...- 5 6 6 5 7 _ 6_ 8 7.._ 7 6 7._. CHAFIT #2 Number of anchors required (with rigid fillers) Pram¢ Frame ti ridth Lin) t# iyht 24.00 30,00 36.00 42.00 48.00 54.00 50.00 66.00 72.50 all) H&S amb H&S amb HAS amb H&S amb HAS amb H&S a rb HAS P.,Nb HAS J.mb HAS lamb 24. 00 2 2 2 2 3 2 3 1 2 3 2 4 1 2 4 2 4 2 S 2 30, 00 2 36, 00 2 4200, 2 2 2 3 2 3 2 2 3 2 3 3 3 3 3 3 3 2 3 3 3 3 3 3 3 2 3 3 4 2 4 3 4 3 4 2 4 3 4 3 4 2 5 2 4 3 5 3 4 3 5 3 48, 00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3 6400 2 60, 00 2 4 2 4 2 4 3 4 4 3 4 3 4 3 4 3 3 4 4 4 4 4 4 4 4 4 4 4 4 5 4 4 4 4 66. 00 2 4 2 4 3 4 3 4 3 4 4 4 4 4 4 4 5 4 71. 50 2 5 2 5 3 5 3 5 3 5 d 5 4 5 4 5 5 5 SEE SHEETS 4-7 FOR INSTALLATION DETAILS MI WINDOWS AND DOORS, LLC 650 W. MARKET ST, GRATZ, PA 17Q30 SERIES 185 ALUMINUM FIXED WINDOW 73" X 72" NON —IMPACT FLANGE & FINLESS ELEVATION & CHARTS DRAWN: D'NC NO, J. L. 08-02357 SCALE NTS I DATE. 09/03/14 1 SHEET OF 12 L 7406ERTO LOMAS P. E. 14. 12 WOODFORD RD LEwISVILLE, ! C 27023 434- 688 0609 rfbom (&lrt ,spe.—, SIGNED: 1111.512016 19 l 1 Ll0 777ji 4li Y, y\0EAS6, % f STATE OF O `• 4 aiv ' ice • FC0Rl4p ' <\ Luis R. Lomas P.E. FL No.: 62514 72 1/2" MAX FRAME WIDTH — S" MAX6" MAX — 1—r 1B" MAX O.C. —) -- I (i 18" j MAX O-C. i 71 1/2" MAX FRAME HEIGHT REFER TO CHART #3 SERIES 185 ALUMINUM FIXED WINDOW FOR NUMBER OF -- EXTERIOR VIEW ANCHORS REQUIRED 72 1/2° MAX FRAME WIDTH — 6" MAX — 18" MAX O.C. 6" MAX 18" MAX O.C. 71 1/2" MAX /X FRAME HEIGHT a REFER TO CHART #3 FOR NUMBER OF SERIES 185ALUMINUM FIXED DESIGNER WINDOW ANCHORS REQUIRED -- - --- EXTERIOR VIEW --- ESIGN PRESYmE RA_FING IMPACT RATING, 760.OP SF NONE NOTES: 1. MAXIMUM C.L.O.: 69 3/4"X 68 3/4` REVISIONS REV DESCRIPTION RATE APPRbVED A REVISED INSTALLATION DETAILS k/27/16 01 115 R.L. 6 REVISED NAME AND ADDRESS R.L. CHART 1f3 Number of anchors required (fin installation) Frame France wWlh (in) Height 24,00 3000 11,00 42,00 48,00 54.00 60.00 66.00 72,50 M) HRS lamb HAS amb H&5 amb H&5 amb H&S a,rlt> 1f&S amb tl&S amb H&S fanrb H&S Jamb 24,00 3 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 6 3 30.00 3 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 6 3 36.00 3 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 6 3 42.00 3 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4 C, 4 48.00 3 4 3 4 3 4 4 4 4 4- 4 4 5 4 5 4 6 4 54.00 3 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4 6 4 60,00 3 5 3 5 3 5 4 5 4 5 4 5 5 5 5 5 6 S 66.00 3 5 3 5 3 5 4 5 4 5 4 5 5 5 5 5 > 5 71.50 3 6 3 8 3 6 4 8 4 6 4 6 6 5 6 6 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 DRAWN: J.L. 08-02357 SCALE NTS DATE 09/03/1 d tIEET 3 OF 12 1, R(?BFRT0 i 0kf1V P.E 1432 bV000FORD RO L£WISVILLE, NC 27023 434-6860609 rllomxsF/rl nraspe.Gm SIGNED. 1111,1512016 vX 19P, L 0 E N S;cS1 3o 6 51 = aTATE OF ,tea Rev '/ t vv• [QitlO • N' e s/0NAL. Luis R. Lomas P.E. FL No.: 62514 1/2 MIN, EDGE DISTANCE WOOD 1 RAMING, 1 1 / MIN OR 2X RUCK 1EMBEDDMENT BY OTI It HS R CKFR ROD —/ -T ,-',-, i aHiDA SPACE J APPROVED i SEAIANT 10 'WOOD SCREW EXTERIOR 1 INTERIOR 10 WOOD SCREW RIGID FILLER T3A1 r*ER i2OD c An;'€?I3VED :. J,f' 1/4" MAX SEAIANT '-j sH7rA SPACE WOOD f RAM NO - r, 1 1 /4" MIN BUCK EMBEDMENT BY 011AERS \ L 1/2" L41N. EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING Of? 2X RUCK INSTALLATION 1 1/4" LAIN. _ 1/4" MAX. EMULDMEN9 i 5NIM SPACE 1/2" MIN, EDGE DISTANCE 1 INTERIOR Ci2 "Al WOOD FRALT,r ; EXTERIOR ON 2X HICK BACKER ROD BY OTHERS V APPROVED E At ANT JAMB INSTALLATION DETAIL O10OU FRAMING OR 2X M ICK iNSMI LATiON METAL STRUCI; jRE BY OTHERS BACKER ROD APPROVED SEALANT EXTEf BACKER ROD - APPROVED SEALANT METAL STRUCTURE BY OTHERS f 3/4" MIN. EDGE DISTANCE 10 SMS OR SELF DRILL IFIG SCREWS METAL STRUCTURE BY OTHERS 3 " MINCE 1/4" MAX. SHIM SPACE T o SMS OR SELF DRILLING SCREW INTERIOR 10 SMS OR SELF DRILLING SCREW RIGID r I( LER 1/4" MAX. SIWA SPACE REv353gN5 Rf Ji SCD iN'STAt (sA11UN DETAILS RE/ISF0 NAM[ AND ADDRESS AT APPRJVED Io/?7/i6 RL. 1 NOTES' iL,'77{ jJ f INTERIOR AND EXTERIOR FINISHES, BY OTHERS, N07 .SHOWN FOR CLARITY. 3/4' MIN 2 PERIMETER AND JOINT SEALANT BYOTi IERS TO 13E UGe""- DISTANCE DESIGNPI) INACCORDANCE W1TN AS7M E2112 VERTICAL CROSS SECTION METAL STRUCTURE INS TALLA7'7ON 1/ 4" MAX. SHIM SPACE 127" i __ INTERIOR ORSIGNED: 1111512016 MI WINDOWS AND DOORS, LLC 11TIIirlr7 650 W. MARKET ST. GRATZ, PA 17030 XX\ . ft °049X7Y/i yXGh/s gP ii SERIES 185 ALUMINUM FIXED WINDOW J mum 73" X 72" NON -IMPACT J. o'" EXTERIORFINLESSINSTALLATIONDETAILSWITHOUTFILLERS9J , TATE OF °( k' HACKER ROD APPROVED DRAWN_ DWG NO, REV A' A n L o R 1 i' #, iS ^ G SEAIANT J.L. o3 {o23s7 B i//'ONA11 >i' AMBINSTALLATIONDETAILNTS09/03/14 4 IF 12 METAL STRUCTURE INSTALLATION 1,. F30t3EPt701OA4A511. E. Luis R. Lomas P.E. C27023 FL NO.: 62514 4345880609Mon3.1+D1101-1pe.1— 2f VI ONS REV OFSC—TtO3J Dfi iF pF}H(J'EU 2 1 jZ' MIAs. A RCASFo NSiAUATf0N DUAn 06/01/15 1,E EDGE DISTANCE 8 RkASE{J 11AME AND ADDRESS 1012711E R,L CONCf LUJMASONRY f3Y OT#iERS c a __.—• --_,_....--- 1 1 j 4" MIN. _.._. EMf3( DME Nt OEEIONA{_ 1X DUCK a o 1 1/4" MIN. Et Near# 3 - 7 " ° - EMBEDMENTa i 4 CONCREIF/MAO iRY — BACK R ROD U u 1/ 4 MAX. BY OPILPS 1/4' MAX, R P,4't'{?O'JEU ( SHIM SPACE a SHIM SPACE I > t.AANT OPIIONAI_ IX BUCK SEE NOTES 3 -- 7 .,....,.... SW ET i 3/18" TAFCON EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/16" TAPCON TACKER ROD APPROV}.D _ Sf AIANT _ OPTONAI 1X BUCK 1/4 MAX 2 112" - mum SE Nt> TE 3 7 . Ft SHIM SPACE MIN. - j 1 EXTL R!{R Sl1EEr 1 \\ EDGEDlsrn.NCL > CONCRLIE/ MASONRY _ _ _-._ ' BACKER ROD__ i 1 j4" MIN- SEALANT n • a °. EMBEDMENT JAMB INSTALLATION DETAIL 4 .- --a— - - - - CONGRETElAr1ASOSOAlRY INSTALLATION 2 1/2' MIN. EDGE 0151ANCE VERTICAL. GROSS SECTION CONCRETE/MASONRY INS fAt C ATION SIGNED: 1111512016 MI WINDOWS ow. MNDK I DOORS, LC + KIIILri/ / GRATZ, PA 17030 - v •XG VS ; NOTFS: SERIES 185 ALUMINUM FIXED WINDOW 1 INiERinf3ANOEXTER10RFINISHES,RY07HE13, 3, 73" X 72" NON -IMPACT = NnT SHOiNN FOR CLARITY FINLESS INSTALLATION DETAILS WITHUT Fit_LERS ,. iTAT OF 2. F'Ff? IMFTFf3 AND JOINT SEALANT BY OTHERS TO BE CI-SIGNCDiNACCORDANCEtViTitASTME2112 t> anNv4: ovrc ra*a. REv ''r. C {7R10'+~' S Z OL. tlnrf OB SD23`i7 B ///I JONAt j* TITS 09/03/ 14 = 5 OF 12 L-70BERTOLOMASPe Luis R. Lomas P.E. t ^t32 W( 1f7DFORD RO Lk.1'M1'+S lK LE, MG 27023 434 688 0609 d1--nJrbmasne.coon FL No.: 62514 WOOD FRAMING OR 2X UUCP BY OTHERS tCNFR ROD APPROVi 1) SEAi_ANT EXTERIOR BACKER ROD Fti APPROVE EALAN I WOOD ERAMIN, OR 2X BUCK HY OTHERS 1/2" MIN, EDGE: DISTANCE 1 1/4 MIN. F I MBFDMC NT 1/4" 4 MAX SHRA SPACE RIGID FILLER 10 'WOOD SCREW INTERIOR 10 MOOD SCREW RIGID FILLER 1/4" MAX SHIM SPACE 1 1 1/4" MIN, EMBEDMENT 112" MIN, EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X RUCK INSTALLATION 1 1/4' MIN 1/4" MAX. EMHEDMENI SHIM SPACE 1 RIGID FILLER EDGE t>I IANCE: INTERIOR Io woot) SCR(W v \ F V-]RF WOOD FRAM ti EXTERIOR Of 2X RUCK BACKERROD HYflTHEIZSAPPROVED SEALANT JAMB INSTALL A77ON DETAIL WOOD F RARING OR 2X RUCK INSTALLATION Mf1` AL — STRUf,( URE BY OPIERS SACKER ROD — APPROVED SEALANT EXTERIOR BACKER ROD - APPROVED SCALANI" METAL STRICTURE BY ONIFPS Z 3/ 4" MIN. EDGE DISTANCE 3/ 4 MIN jj ED E. 01STANCF 1/ 4 MAX. U SHIM SPACE RiGlD FILLER 10 SMS OR SELF DRILLING SCREW INTERIOR 10 SPAS OR SELF DRILLING SCREW i- RIGID HLI_ER 1/ 4" MAX. SHIM SPACE 3/ 4" Mlh! EDGE DISTANCE VERTICAL CROSSS ECTION METAL_ STRLiGTURE INSTALLATION 1/ 4" MAX SHIM SPACE RIGID F;LI_ES? INTERIOR 10 SMS Di21LiINGNGSCREWS LSELF EXTERIOR META[ . STRUC' T'URE ezrrc... — BACKER ROD BY OTHERS APPROVED SEALANT JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION REV35i0N$ i SrfiaC^T#ON REVISED ItJ5 AUAIJ N DFTAi=_> REVISED NAME AND ADDRESS ATi appROVEO 06/ 01/1 (,-i_ 0/ 17191, ( H.L. NOTES: I. INTERIOR AND EXTERIOR FINISHES, RY OTHERS NOT SHOWN FOR C;LATT 7Y 2. PERIMETER AND JOINT" SEALANT BY OTNFRS 7013F DESIGNED IN ACCORDANCE W171-7 AS7 M F2112 SIGNED: 1111512016 MI WINDOWSDDOORS, LLC oW. MARKETtu r. 11 GRATZ, PA 17030 mow,>lENS P SERIES 185 ALUMINUM FIXED WINDOW 1p f51 73" X 72' NON -IMPACT FINLESS INSTALLATION DETAILS WITH RIGID FILLERS TAT OF u uanvrrl: owc slo. P. 0 . 4, - LORIijC,'.• 08 c02367 E3/ 11+IAi XX\ KAIF NTS DATE 09/03/14 OF 12 L. ROQERTOLOMASP-E- Luis R. Lomas P.E. 1432 WOODFORD RD LEWISVILLE, NC 27023 FL No.: 52514 434-688 0609 rffamasIgWOmsspx aarm fYiS46NS E V D S t ip'YJN DAiE A4 f2) 2 1/7_" EAiN A REVJSED INSTALLATION DETAKS 116/m/1t EDGE DNI'ANCE B REVISED NAME AND ADDRESS 10/27/16 CONC RE f F/»ASONPY BY OTH RS t 1/4" PAIN. p ° '. ML' EDMC.NJ OPTIONAI 1X RUCK —. e 4° e i 1/4 MIN. SEE FK)JF5 3 - 7 ° ° ° ° LMBEDMEE __-_......-- i CONCREIE/ MASONRY ACKE R FOOD ' { -- f4" PAAX BY OTHf f ,> / EE1 4" MAX, APPROVE D SHIM SPACE _ q SHIM SPACE Sf AI ANT — OPTIONAL lX CHUCK RIGID F 11 i f::R SEE NOTES 3 - ! ' RIGID FILLER Sf{EET 1 3/ 16" TAPCON ---- - v EXTER/ 0R INTERIOR 3/ 16" TAPCON INTERIOR nI -- -- ------ 3/ 16" TAF'CON \ _ 13AL KE R ROD -.. c kRiitlihh zii APPROVTP RIGID FILLER ------ - _ SI ALANi 9 111!] 1/4" MAX, 2 1/2.. i --- OPTIONAt IX [ILICK { -- 1 V = .. Std9M PAOF MIN, SEE NOT, _S - 7 . EDGE I1tET i — - DISTANCE --- EXTERIOR CONCRETx Tx/MASONRY ° T i 1 4i" P.hiN. -- -- -- SACKER ROD BY{) THEf; `.. ° - / RSEALAN-.OVED EMBEDMENT JAMS INSTALLATION DETAIL COPICRETE/ MASONRYINSTALLATION EDGE DISTAId VERTICAL CROSS SECTION NCRETEA, MONRY INS COTALLATIONSIGNED: 1111512016 MI WINDOWWETS MADE DOORS, LLC v P uL GRATZ, PA 17030 •yXG E N s y N07ES 1. INTERIORANDFXFERIORFINISHES, f3Y07HERS, SERIES 185 ALUMINUM FIXED WINDOW 40-6 51 = NOTSHOWNFOH GLAR17Y. 73" X 72" NON IMPACT 2 RERIMfTERAND JOINT SEALANT BYOzIiFRSTOFJE FINLESS INSTALLATION DETAILS WITH RIGID Fil9 ERS TAT OF W=- OFSIGNED IN ACCORDANCE WITH ASTM E2112 crzarsel. rvrc No- p'VLpRlat'" ''' on1£ 08-02357 F3 K//A IC%AlA# y'.eXS N T S 09/03/14 1 SHEET 7 OF 12 L. ROBERTO LOMAS R£. 1432 WOODFORD RD LEWISVILLE, RD 27023 Luis Pi. Lo fitas 1. E. 414-6880609 rlbmas s tFO—spp (7om FI- No.: 62514 WOOD FRAMING OR 2X BUCK BY 01HER4S 8AI,K1H ROD & APPROVED SP ALANT HF-.HIND F I ANGE 1 /2' MIN. EDGE DISTANCE 1 1/4" MIN, EMBE.DMETIF 1/4" MAX. SHIM SPACE 10 WOOD SCREW EXTERIOR INTERIOR 10 WOOD SCREW RIGID Elitt.R BACKED ROD APPROVED SLAIAE11 All ( 1/4' MAX. HL HIND T I ANGI 7{ SHIM -SPACE WOOD FRAMING -- ' " / --- 1 —1/4 ' MIN 01? 2X E3UCK 1 _ LM EDMENT BY {Jilt{RS \ f._._—- 1/2" MIN r -- -, EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X RUCK INSTALLA LION 1 1/4" MIN. -..L_ _ 1 4' MAX. I IAHEDMENi SHIM SPACE 1/z' MIN. EDGE DISTANCE INTERIOR If) wow I / SC Rf W li WOOD FRAMIrIt=, OR 2X WICK EXTERIOR By OTN " S BACKER ROD & APPROVED SEALANT BEHIND FLANGE JAMB INS FALLATION DETAIL WOOD f RAMING OR 2X BUCK INSTALLATION Mt TAI_ STRUCTURE By CJTTiERS HACKER TROD & APPFROVP:D SEALANT HLHIND HANGE 3/4" MIN i -nr 1—TAIII'l 1/4" IAAX. HIM SPACE 10 SMS OR i F ORll. ING HEW EXTERIOR INTERIOR I o SMS orR SFIF DRILLING SC i E_W E A ;KE R F C D & - - (IGI!) Flit 1R APPROVECA'ANT x r WHIND RANGE /4 MAX. SF- IIM SPACE METAI. BY OLHEHS 3/ 4" MIN EDGE. DISTANCE r VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/ 4" MAX. SHIM SPACE 3/ 4" MIN. INTERIOR EDGE DISTANCE f 1I) Sms OR SELF DRIt LING SC RE W F # M EXTERIOR STRUCTURE HY OTHERS01HERS BACKERPOD & APPROVED SI, ALANT HFHIND FI ANGE JAMB INSTALLATION DETAIL METAL S TRUCTURE WSTALLA NON REVi StOh15 ' DF t' fttPTiON RFVISFO NS; AUATON DF TA! S R6YISFD NAME AND ADDRESS once n arxoveD DG/Dt/ i5 (?.L 10/z7/ 16 1 RL- NOTES: 1- INTERIOR AND EXTFPlOf3 FINISHES, NY OTl ff_'F7S, NOT SHOWN FOR CLARII Y. 2- PERIMETER AND JOINT .SEALANT BY OTHERS TO BF DESIGNEDINACCORCJANt', N/ ITflAS7ME2Fl2 SIGNED: 1111512016 MI WIND DKDOORS, PLC 9111L oWw. MAETSGRATZ, PA 17030 SERIES 185 ALUMINIUM FIXED WINDOW da 1 73' X 72" NON -IMPACT I, rE, FLANGE INSTALEATION DETAILS WITHOUT FILLERS 33 TAT OF 4 r RAWN DWG sF i R 5 , J. L. 08-02357 8 X77f1t Alht t r.A.eNTS cue 09/03/14 sDSEr8 OF 12 L. R09ERTOICMASP. E. Luis R. Lomas P.E. 1432 WOODFORDADLFWISVILLENC27023fLNo.: 62514 434-CM060910 ,(gv0aspe.u- RLVISIDttS RF`J DCtiLRtaTFJN DATE AflPHO'/£U 2 7/2" MIN. A RE ISE0 INSTAUATfON DCTAit7 05P. /01/ 5 .I EDGE DISTANC,L T3 REVISED NAMi. AND ADDRESS 70/27/1R Pt CQHORFIf/ MASfINRY 1 1/4" MIN 1 1/A, MIN. EMBEDMENT OPTIONAL 1 X RUCK -. ° a + 4` EMBEDMENT S( E NO f 3 - 7 _— -- -- ° --- - --- --- C 0 N C RF TEfMASO IT Hy — o PA„ KF1' }?!1D & I >± 4 MBY Ol'3ERS / 1/AX4" MAX. y T APPROWD 51- NANT '' SHIM SPACE SHIM SPACE e3C_tiiND 11ANGE — OPTIONAL 1X BUCK — SEE NOTES 3 _ 7 SHEET' 1 3/16" TAPCON EXTERIOR INTERIOR 3/16" TAPCON INTERIOR 3/ 16" TAPCON HACKFH POD Al C HLf- UPlD £ 1AI ANT T` 4'ROi4 D SEAING(_ i OF T) OPdA{ 1X E3iJ(,K 1/4" MAX. 2 1/2 V }ILIA , PACE. RAIN SEE NniF, }{{ fi 1 Af CDt 1 {{{ 1 _ _— DISTANCE — - EXTERIOR ONC;r'', ETE /MASGNfY — l- BACKER ROD & APPROVED SFAt ANT EtY OTHEEtS + a a ° 1 174' MiN. BEHIND FLANGE E A 3v.[7hnENT JAMB INSTALLATION DETAIL CONCRETEIVASONRYIN,STALLADON 2 1/ 2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRF_TE/ MASONRY INSTALLFlT70N SIGWED: 11115f201 & MI WINDsoWw. S ANMADKDOORS, LLC 9. Lo 2 GRATZ, PA 17030 u +yXGENs4% NOTES: SERIES 185ALUMINUMFIXEDWINDOW ^ JQy 51 1.INTERIOR AND EXTERIOR FINISHES, OY OTHERS, 73" X 72" NON —IMPACT ..y(> CJsia2Gazwz NOT SHOWN FOPCLARITY- FLANGE INSTALLATION DETAILS WITHOUT FILLERS 1 , TAT Or ,' 2- PERIMF7'ER AND JOINT SEALANT 8Y OTHERS TO RE 4 DESIGNED IN ACCORDANCE WITH ASTM E2112 oftAwi. ryaG rao. R. ,- JA 08-02357 13 / ^'1 sral E. 0/ TE SHEET it II I V0 NX NTS 09/03/74 9 OF 12 ROeERTOLoxASR-e. Luis_ R. Lomas P.E. 1432 Wf)ODFORD RD LEVIISVIL t F, NG 27U23 atr4-eaa-os e m masOalrramaspe.coa F L No.: 62514 WOOD ' RAMIM OR 2X DU i( BY OTHERS BACKER ROD & AY"ROVED SEALANT BEHIND) FLANGE: EXTERIOR RACK[R ROD & APPRO`fD SFALANI EILHIND I LANCE WOOD f RAMING OR 2X HUCK BY OTHER'_; 1 /2 MIN, EDGE. DISTANCE 1 1/4" MIN. FMBE(JMEP7T 1 /4' MAX. SHIM SPACE RIGID FILLER 10 WOOD SCREW INTERIOR 10 WOOD SCREW RIGID FILLER 1/4" MAX. 3(- SHIM SPACE L I I 7/4' MIN. EMBEDMENT 1 2 Mlra EDGE DISTANCE VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION 1 1/4" MIN f M[3EDMf_III 1 `, j 1/ 7" MIN EO, F DIS"LANCE 1 1 Woof) SCREW 7OOD FRAMING OR 2X FLICK RY OTHERS 1/ 4" MAX. SHIM SPACE RIGID FILLER INTERIOR? EXTERIOR BACKER ROD & APPROVED SEALANT BEHIND FIANCE JAMB INSTALLATION DETAIL WD+ X7 FRAMING OR 2X BUCK 1NSTALL4 TION 3/ 4 MIN METAL SIR CIURE F3Y OTHERS BACKER ROD & APPROVED SLAIANT BEHIND FLANGE EXTERIOR __ INTERIOR 1/ 4" MAX. SHIM SPACi CID ° A-t_ER 10 SFAS OR F(_ F DRILLING CREW RE" SIONS ' FSt F3( it0tt REVISED INSTAI_t1 i)9N DEIAII S RFVI ED NAME AND ADDRESS CI+ 1 Af t i t JE;,) 15j0 f9 1C 10 SMS OR SELF DRILLING SCREW BACKER ROD & - - RIGID FILLER APPROVI D `>£AL -ANT fli: 1-IIND FLANGE 1/4" MAX. SHIM SPACE NOTES MFTAL_ v g, 1. INTE131OR AND EXTFRI R F)Alt; If! S YOINFRS, 1t LICIURE V 1 NOT SHOWN FOR CLAR17'f HY OIHE(RS 2. PERIMETER AND JOIN T SFALANT HY OTHERS TORE 3/ 4" MINDESIGNED 1NACGORDANC E W17H ASTM E2112 P DGF DISTANCE— -- VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1/ 4 MAX SHIM SPACE RIGID I II A R 3/ 4" MIN. INTERIOR EDGE DISTANCE SIGNED: 1111 ,15/2016 MI WINDOWS AND DOORS, LLCtia11 1+1r7jX 650 W. MARKET ST. \3X R£ L2jq`Y GRATZ, PA 770:30 1 * • ilG NSA ,J ilJRr- SELrLF URJ I i I SERIES 185 ALUMINUM FIXED WINDOW h ^ 1py5.51 SCREWWWI ; 73" X 72" NON —IMPACT METAL EXTERIOR FLANGE INSTALLATION DETAILS WITH RIGID FILLERS , TAT OF C? 4 STRUCTURE ------- M .' BY OTHERS RACKt R ROD oaAvrqws o APPROVED SEAiANT A. L. 08-02357 eBi 2Yj 5' fDNAL C'- X BEHIND FLANGE "AnE NITS ` 09/03/14 10 OF 12 XX777!lIU11g1 X P013FRTO LopraS P E JAMB INSTALLAON DETAILL. . -- --_---.—..__ TILuis R. 1...omns P.E. METAL STRUCTURE tINS A1STAtt AT7UN 1432 WOODFORDAn cEwlsvfLLE, Nc 27023 FL- No.: 6251 4 434-6884-b88-0509A?om2sOalrlamasAecam CON CPF I F/MASQNRY BY OTHERS OPTIONAt IX RUCK 5ff NOTES 3 - 7 SHEET I BACKER POD N APPROVED SEALANIF BFIUND FILANG( EXTERIOR BACKER ROD & APPROVID SEALAHT BEHIND FLANGE OPHONAl IX BUCK r I N()IF 3 - 7 SHEET I CONCRF f [ /MASONRY Bf OTHERS 2 112" WE. I OGE DI STANCE Qa 1 1/4" MIN, EMBEDMENT 1/4" MAX. SHIM SPACE RIGID HLI-ER 3/16" IAPCON INTERIOR 3/115" IAPCIIN RIGID FILLER 1/4" MAX. SHIM SPACE 44 Mf3f DMFN 1 2 112- MIN. LDGf DISTANCE VERTICAL CROSS SECTION CO-NC—f?--E-T-EI-M—A-S-O-N-[?-YIN-S-TAL-I-A--TIO--N CONCRf TF/MASONPY BY ()rHFRS OPTIONAL IX BUCK St-E NOTES 3 - 7 Sl`EEI- 1 5/15' TAPCON CIE-, cPiPM11 DATE D TRENISET) INSIMLAT10N PEIAILS REVISED NAME— AND ADDRESS R.L. 1 1/4" MIN, Lt-AHLDMt NJ l/I" MAX, SHIM SPACE RIGID HH111 Aj INTERIOR 2 112-' MIN, EDCE DISTANCE EXTERIOR BACKER ROD & APPROVED SEAT ANT BEHIND FLANCF JAMB INSTALLATION DETAIL C1}t,JCRETFIA.4ASOt4RYIPJSTALLATI()N SIGNED: 11115120 f6 Ml WINDOWS AND DOORS, LLC NOTES 1. INTEPIOR AND EXTERIOR FINISHES, 13Y OTHERS, 650 W. MARKET ST. V, L NOT S11OWNFOR CLARHY. CRAlZ, PA 17030 2. PEF31A.4EIERANf),JO;NrSE-Al-ANTBY(:)IJlf-f3S 7013E SERIFS 185 ALUMINUM FIXED WINDOW 51 DESIGNED INACCOROANCE WITH ASTM F2112 73" X 72" NON -IMPACT FLANGE INSTALLATION DETAILS WITH RIGID FILLERS 3. VTAT - 0 owc, w) DRAWN40MV J. L. 08-023 57 GALE OATE NTSII I I10 I ROBER70LOMASPF Luis R. Lomas P.E. 14,12 WOODFORD RD LEWISVII [ E, NC 27023 FL No.: 67514 4346880609 APPROVED SEALANT HEHIND FIN 6 WOOD SCill `3d 3/8' MIN F:DCG[ DISTANCE EXTERIOR 1 1 /4" Minl. EMBEDMENT WOOD FRAMING BY OTHERS 1/4" MAX. SHIM SPACE INTERIOR i/8" MIN E DSF_ Di STANCE If F, WOOD APPROVED — T 1 1/4" MIN EAIaNT a,HEDMENT HF OND FIN VERTICAL CROSS SECTION WOOD FRAMING OR 2X BOCK INSTALLAT{ON 1/4" MAX SHIM SPACE WOOD FRAMING BY OTHERS 1/4" MAX WOOD FRAMING SHIM SPACE BY OTHEP.S A N6 W000 INTERIOR SCREW 1 1/4" MIN. 15EPA[3EGMEiJT \ APPROVED— SEALANT DENIED FIN EXTERIOR 3/8" MIN _ EDGE DISTANCE JAMB INSTALLATION DETAIL WOOL) I RAMING OR 2X BUCK INSTALLATION RZ VIWNS - DE Cft u N DA TE I Af FRS)*, FU' F E JISED INSTA3...(.AIION DUAR5 A R VISI Fl NAME AND ADDRESS 10 I R 4_ NOTES- 1 INTERIOR ANTI EXTERIOR FINISHES. BY OT HERS, NOT SHOWN f OR CLARIT Y. 2. PERIMPTER AND JCJINT SEALATJT BYOTHERS TO BE DF_SIGNED 1N ACCORDANCE WlTN 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 DIM; NO- J.L. 108-02357 SCALE NTS o"` 09/03/14 1 SHEET12 OF 12 1, POSER TO LOMAS P.E. 1432 WOOUFORD RD LEWISVlLLE, NC 27023 434-688 0609 lfl-11( III-111jJ9.-11 SIGNED: 11/15/2016 N ltiP, 1 Lt 7j TATbP O° R y ZLti Rev it f i2S7pNALy Luis R. Lomas P.E. FL No.: 62514 Florida Building Code Oi-dine Page I of 3 7"7 3i-xA BCIS Home Log In Use, Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff KIS Site Map j Links Search Approvald, 0, rP Product USER: Public Use, Product Me— I PL22,—c'-0-1--Application Search > AN ication=ist > Application Detail 0: FL # F115353-R3 H=' pusApplicationd Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Authorized Signature Brent Sithricer 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 I Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Luis R Lomas, RE the Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich, RE d 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 ELI5353 L- 3 COI FLCOT Ddf Standard AAMA 450 Method I Option D Year 2010 haps:// -"-w.floridabuildinz.or!2/"Pr,/pr—app_dtl.aspx?parain=wGEVXQw-tDqtH8572qvdtN'IS... 21/1/2018 Florida Building Code Online Page 2 of 3Z:> Date Submitted Date Validated Date Pending FBC Approval Date Approved of Products 10/16/2017 10/23/2017 10/26/2017 12/12/2017 FL # Model, Number or Name Description 1 15353.1 5764 :z -----FH.r,.rtal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No F5353 Pa IT 08 0 1448ff, Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes span: Pressure: NI A Evaluation Reports Design re: oth er: r r. Maxa singlewindow size: 52-1/8" x 84". Max mullion f---!,'-53 P3 AE 5120/25.acif M Me. hegl' s pan 10"_ Created by Independent Third Party: Yes pan: 104-1/4 15353.2 5764 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No fL.1 551R3 il 08-01439B 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 ' ._ RAE .51 06715. 'df 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 fl-15353 PQ I" 08 01449B.odf Approved for use outside HVHZ., Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A A EvaluationReports Other: Max sinale window size: 52-1/8" x 84". Max mullion fj15353 R3 AE 512073,BDL, span: 156- 3/8" Created by Independent Third Party: Yes 1 115353. 4 15765 1 Vertical Aluminum Mullion I Limits of Use Installation Instructions Approved for use in HVHZ: No EL15353 -R3 1' -, 08-0 * 1440B ` 2f 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 FL153511 R3 AP Sit pdf span: 83". Created by Independent Third Party: Yes 1 15353.5 1 CM-18514 I Vertical Aluminum Mullion I Limits of Use Installation Instructions Approved for use in HVHZ: No fl-15353 R3 11 08-01442B nof Approved for use outside HVHZ: Yes Verified By: Luis P, 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 P,3 AE 512066B.p 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 EL15353 P3 -:1 Q 8-,QI4515p df I _....... Approved foruse 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 F-L-1-5-3-53 P3 —AE512075f--f--' span - 156-3/ 8" 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 R3 iI 08-_01452B pdf 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 3 F' !;35R3 E512076B..p A 11- uf span - 104- 1/4". Created by Independent Third Party: Yes 1 15353.8 1 CM-18531 I Vertical Aluminum Mullion I Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Installation Instructions FL153c3 R3 TT 08- 01443 B. P-Off Verified By: Luis R Lomas, PE PE-62514 1-ittps:l,,,"N,- NA,,.floridabuildinol,.orallpr,lpr_app_dtl.aspx'?param=wGEVXQA7,,-tDqtH8'-,72qvdNN7,TS... 2/1/2018 Florida Buildina Code Online Paze ' , 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 fL " 3 R3 AE 520673.Dd- span - 83" Created by Independent Third Party: Yes 5353.9 CM-18532 i Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No P __ __ 353 _P3 - -1 1 Z 5-713 r, -1 1 Approved for use outside HVHZ: Yes Verified BY: Luis P Lomas, PE PE-62514 Impact Resistant: Yes Geared by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size - 52-1/8" x 84". Max mullion I -53L5_: R3 AE 512077r,_.2,1F span - 156-3/8" Created by Independent Third Party: Yes 15353.10 CM-18533 Vertical Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No F- 51 P_ :c I? 08-61444B.nif Approved for use outside HVHZ: Yes Verified By: Luis R Lomas, PE PE-62514 Impact Resistant: Yes Created by Tridependent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Max single window size: 52-1/8" x 84". Max mulliorr span: 83" j Created by Independent Third Party: Yes 15353.11 i CM- 185:34 Horizontal Aluminum Mullion Limits of Use Installation Instructions Approved for use in HVHZ: No FL15353 _E_3L10_8_-01454B.pdj` Approved for use outside HVHZ; Yes Verified iy: 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 F, L5'353 R3 An 5'-20 8`r D span: 31 56-3/8". C r eahed by Independent Third Party: Yes EE EE DjaSt Q,, :: 2601 Blair Store Road r ja ha 5tt ,n' ?_h h L_85Q-4S7-_1aL4 The State of Florida is an AA/EEO employer. C ,00dL'q -'rt-loo Sta-&_2f E:1o2ZI, F ta,ms't :: Accessisli-d Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released tr, response to a public -records request, do no, send electronic mail to this entity, instead. contact the office id, phone or Dy trad,rorai mail. 11 you have any questions, please contact 850.487,295. *Pursuant to Section 455.275(1), Florida Statutes, effective ©wooer 1, z0'_z' Licensees licensed undo, Chapter 457, F.S. must provide the Department with an emai, address if they rave one, The email crevice, may be used for official communication wi,n the licensee. However enriar addresses are public record. If you do not wish to supply a person.' address, please provide the Depalme,t with an email address which can be made availaD,e to the public. Tc determine if you are a licensee under Chapter 45S, F.S_ please click Djd_r€.. Product Approval Accepts; UL Safe 1- ittps:/,'/NN,-Nv,A-.floridabuild'nc,.or y-"pr,'pr app dtl.aspx?parm-ii=wGEVXQA-tDqtHS7"qvdN,71S,.. Z-2/l/2018 1 t4 - NOTES: 1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED FO COMPLY WITH REOUIREMENTS OF THE FLORIDA BUILDING CODE. 2) WOOD TRADING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSE ER AIL LOADS TO STRUC'URE. FRAMING IS THE RESPON` llili.ITY OF THE ARCHITECT OR r::NGIN4=ER OF RECORD. 3) ALLOWAB6.E STRESS INCREASE OF 113 WAS NOT USED IN THE DESIGN OE THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 4) APPROVED IMPACE PROTECTIVE SYSTEM IS NOT REOWRED FOR THIS PRODUCT IN WIND BORNE DEBRIS RLGIONS UP TO WIND ZONE 3. 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS DOCUMENT APPLY ONLY 10 MULLION. WINDOWS MUST BE APPROVED UNDER SEPARATE APPROVAL. 6) SINGLE WINDOWS TO BE MULLED ARE NOT HOPED TO THOSE SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI WINDOWS AND DOORS, INC. 7) DESIGN PRESSURE OF MULLED UMT SHALL BE CONTROLLED BY THE LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL WINDOW OR DOOR UNFF. 8) ULIHS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE E1NF( WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS ANCHORED A5 SHOWN HEREIN. 9) MULLION VIR11CAl INSTALLATION IS SHOWN, MULt_i0D MAY BE USED IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS IND{CACED HEREIN ARE NOT EXCEEDED AND MUE..LION IS ANCHORED ACCORDING TO THIS DOCUMENT. DESIGN PRESSURE TABLE INSTRUCTIONS: 1) DEFINE P[ OUIRED DESIGN LOAD PER Ft ORIDA aP[DtNG CODE CHAP -(ER 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 RESPECTIVI-LY IS THE MULLION RATING FOR PRODUCT IN STEP 2. MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN PRESSURE OBTAINED IN STEP 1, TRIBUTARY WIDTH = W' F _W2 L—._..._ I2FYtSK).45 PESCHtP T16N OAiE REVISED INS i AI LA VION DE IAlIS (36/t0/tS REVISED ANCHORING NINES & iNSTL DET. 06/07/17 ANCHORING NOTES: FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUI FICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM, EMBE[)t INI. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 2) FOR ANCHORING INTO CONCRETE USE 114" ELCO ULTRCON TAPCON WITH SUFFICIE NT TENPIN TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT WITH I" MINIMUM EDGE DISTANCE, LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS SHEET 3. 3) FOR ANCHORING INTO METAL USE ,'(10 SMS OR SELF DRILLING SCREW WITH SUFFICIENT LENGTH TO ACHIEVE3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL, LOCALE ANCHORS AS SHOWN IN INSTAL€.A'EION DETAILS SHEET 3. 4) ALt FASTENERS TO BE CORROSION RESISTANT. 5) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WfTH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND AN(, HORS SHALL CLOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE FAINIMUM STRENGTH SPECIFIED BELOW: A. WOOD -- MINIMUM SPECIFIC GRAVIFY OF G-0.42 B. CONCRETI- -- MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI, C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE I (OR GREATER). D. METAL STRUCTURE —STEEL 18CA (.048") FY=33KSI/FU=52KSI OR ALUMINUM 6063—T5 FU=30KSI .062" THICK I•diNIMUM. 6) FOR ATTACHING WINDOW UNITS TO MULLION L,tSE #10 SELF TAPPING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EM3INMENI OF THREE THREADS PASS THE MULLION WALL. LOCATE SCREWS G" FROM EACH MULLION END AND 1 2" MAX. O.C. THEREAFTER. STAGGER SCREWS AT EACH WIFIDOW. 1ABE 1 OF CONTENTS SHEET NO DFSCRIPI ION 1 NOTE 2 CONEIGURAHON7 AND UP CHART 3 INSTAL LA( ION DE FAIL S 4 COMP O dE.NTS MI WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 — VERTICAL MULLION 83" MULLION SPAN GENERAL NOTES DRAWN- DWG NO, V. L. 08-01439 SCALE NTS 0AIL 01%11/12 ^"EEr 1 OF 4 I ROBERIO LOMAS P E- 1432 W(K)OPORD RD LEW1SOU E, PA, 27023 434' 8,8 0609 lib—SCaW1r 1 espn rnnr SIGNED: 101131,2017 o/XZ i ti .VOEP{S, sP 4 TAT OF , w ef••.v ra` d' p C} RtO'•`1 Ei I / KXZS/ONAl.t0t\X\. Luis R. Lornras P.E. FL No.: 62514 TE77 3/8.. _ COMBINLO WHITII WI ___ .-.__ W2 -- FRAME I,{( 1r,EIT WINDOW WINDOW MlILUON SPAN) Ii 107 3/8" C': OM13INLI) WIDTH 107 3/8 _ COMBINED WIDTH W1__ ;- W2 F RASAE WI DOW r HEIGHT WINDOW MULLION SPAN) j-_ - WI --.-_. L_ -- 'W2-._.._._..._.__j 83' WINDOW FORME HEIGHT WINDOW 4 WINDUT' I / Mu _ uON SPAN', W t --- - VJ2 107 3/8 COMB NE0 Wfum Design pressure rating (pso Mullion Tributary width (in) 18. 13 25.50 36.00 4Z00 48.00 52.13 span (in) 25. 00- 12Ex0 120.,0 120.0 720.0 120.0 120-6 37. 38 i 20 0 120.0 120.0 12i}. () 110.0 120.0 4B 63 12C7 0 98.3 8L2 76 9 75 2 75-1 62 00 l i U 522 39.7 35 9 3, 4 32.3 65. 63 59 6 43. 7 33.6 29 6 27.4 26. 3 7200 44.9 32.7 24.4 21.8 t9,9 19.0 84. 00 28. t 20.3 LAR617 AND SMALL MISSILE IMPACT, LEVEL 0, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. 107 3/8" COMBINED WIDTH W1 -- -.- W2 ......_. IHAME 1 WINDOW; MDOW HEIGHT I - MUI LION SPAN) 107 3/8" C, OMBIN[D WIDTH 911 - - 4 ----- W2 --i 83" IA WINDOW FRAME HEIGHT k w1Nr cas1,', I...w_(hlC7o4^/ MULLION SPAN) d W 1 -- -) W2 107 3/8" COMBINED W imf REVISIONS DESCRIPTION I DATE I APPR(NED REVISED INSTALLATION D[ TALI S 06/10/1ce ( fB L. LNREVISEDANCHORGNIES & INSTt UET. 06/07/17 Rt. FW- 1 C) OMf3iNI0 WIDTH W2 83" / WINDOW FRAME HEIGHT WINDI l ( WINDOW MULLION j W1 ( W2 1: 77 3/8 - --- COMBINED WIDTH APPROVED CONFIGURATIONS MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMfINED WIDTH DOES NOT EXCEED 107 318"AS SHOWN HEREIN. Design pressure rating (psO with rebar Muffin span ( in) 25_ 00 3T 38 Tributary width (in) 18. 13 120, 0 120. 0 25. 50 1200. 120. 0 36. 00 120. 0 120, 0 42. 00 1200 120. 0 48. 00 1200 120 0 5Z 3 120. 0 012G. 0 49. 63 120.0 98.3 84.2 76.9 75.2 75.4 LID 2 70.0 53.3 d62,008..1 44...8 434 80. 0 86 442 9 673.33 565.6..1 72. 00 60.3 439 32.8 92 261 25.E 84. 003Z7 273 20.1 66 15.1 LARGE AND SMALL MISSILE IMPACT, LEVEL D, WIND ZONE 3 DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT INCLUDE FLANGE. M1 WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 - VERTICAL MULLION 83 MULLION SPAN APPROVES CONFIGURATIONS AND RATING CHARTS DRAWN CWG NO. RfJ V. L. 08-01439 E3 ISCALE KITS I DATE 01 / 1 1/ 1 2 1 SHEET 2 OF 4 1 L RORERTO LOMAS P E. 1432 WOODFORD RD LEWISVILLE, NC 27023 434- 688 0609 rtlomasC trkrmaspe. rom SIGNED: 10113/2017 VlttR L 1I7jAi mow <', OENS qp% ri STAT OF u Rto?• ZZf $ 10 " 1 Luis R. Lomas P.E. FL No.: 62514 I" MIN FDCE DISTANCE MASONRY/CONCRETE BY OTHERS ffi MIN. EMBEDMENT lJ lj 1/4" ELCO ULTRACON TAIICON SECT5736 CLIP OPTIONAL REBAR SECT5764 MULLION i MTp00622 CLIP WOOD SCREWx't0 L r r E 1 3/8" MIN. EMBEDMENT WOOD FRAk iEIG/ 112 MI El 2X BUCK 1)6 BY OTHERS DISTANCE VERTICALTICAL CROSS SECTION MAS0IVf3Y,L0N(:RETF AND WOOD FRAMING INSTALLATION NOTE CL IIS MAY BE USED IN MASONRY/;ONCHFR R WOOD FRAMING SUBSTRATE 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION nncrAL iNsrALta nonr k EViStC)NS j({ 6F SCftif t{Ot! kTE t ). Vf"DD`!tD REVISED D A CHOft NG hlrLOT S &_iL4,Ci. LET. 66/ 0 7' S K( - -- y2 S OR DING METAL STRUCTURE BY 01HERS Ml WINDOWS AND DOORS, LLC 650 WEST MARKET STREET GRATZ, PA 17030-0370 5764 — VERTICAL MULLION 83" MULLION SPAN INSTALLATION DETAILS D(.141: E.'VJC NUJ. V. L. 08- J 1 439 cue NTS cAll 0 i 7 1 12 3 Of 4 L ROSERraLOMASPE. t 432 WOODFORD RD LEWISVILLE, t C 27623 434-6880609 riforrtns"I rl mas e. Corr SIGNED: 10/1312017 SNST Elf (l 1027jY i 40 6.51 OF Q/ IdNCi `tq-ti Luis R. Eomos P.E. FL No.: 62514 NOTES: 1 2 2.140" --i I T5" SLC75764 MULLION At1IMINUM 6005 T5.125' THICK 0,688" f- ll------ 1,53 Y„ i R1 185-2 RE -BAR 16 CAA ( GG2) GAL VAN17ED STEEL CLIPS MAY HE USED IN MASONRY/CONCRETE OR 'WOOD FRAMING St HS,IRAtE, F(Ai, W000 & METAL IN TAL[AI OLI IF,, At L FOUR ANCHOR LOCATIONS, FCl OROtdCREIF INSTALLATION USE 2 ANCHOR LOCATIONS ONLY W!rH 3 1/4" St PARAI ION HEDNEEN ANCHORS_ l_ -- 0. 843 MT00002_ 2 CLIP 16GA (. 063) GAL VANIZI D STEEL SEE NOTE 2 & 3, THIS SHEET. 4, 000 I 3 JS(?" 1. 070 --- 0,375" I E 0 84 3" 2X 00,210 1. 562" I! i. 62" SECT5796 Cl if' FOR WOOD FRAMING INSTALLATION ALUMINUM 6063 T5 125" THICK REVISIONS 6 SCRIP 116N LlTE kFf'ROVtO REVISED IN IALLAXION DETAILS - tG i(/rs RA REM SED ANCHORING NO & INJ[ DfI ;iG/07f 17 F.L. 3.750" 0.375" L I 10. 422" 2.032" 2,875" ii 0. 843 j SE-CT5796 CLIP 2x 00. 210" FOR CONCRETE INSTALLATION ALUMINUM 6063- T5. 125" THICK M! WINDOWS AND DOORS, LLC 650 `NEST MARKET STREET GRATZ, PA 11030-0370 5764 - VERTICAL. MULLION 83" MULLION SPAN COMPONENTS DRAWN_ NU- V.L. 08-01 439 SCALE NTS DATE 01 1 1 12 'Iar 4 OF 4 L. ROBER7" 0 LOMAS P E. 1432 WOODFOR" RD L EWISVILLE, NC 27023 434-6880604 rt/omas(rUlrio-frrasp. ccrn SIGNED: 1011312017 X t1R.' Lto7 X j1 i v„'y\ ENSF qi d0 5i yy gq rf , sLLrt , µp,4 STAT OF Wy` Rey r,'r.: C(}R40P• B Luis R. Lomas P.E. FL No.: 62514 Florida Buildiritz, Code Online Palle I of 2 rill, BC71; Mome Log in Use, Regs-zi-at,o, Hot Topics Submit Surcharge SZats S Facts i Publications FBC Staff 5CIS Site Mar, Links ± search Product Approval FUSER: U SER: Nblhc Use, d bp' L Mares. mud A DtL i c zt i > A mcation's, > Application Detail F' FL12194-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/ Phone/Email Author' 7ed Signature Technical Representative Address,' Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method Aluminum Coils, Inc. 5001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc. com Gareth Rahman grahman@aluminum.- oilsinc.com Paul Frost 5001 West Knox Street Tampa, F! - 33634 813) 249-974 2 Pf' rost@aluminumcoilsinc.com Panel Walls; Soffits Evaluation Roper, from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Fionda 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 Looks Bowden Validation Checklist - Harccony Received Certificate of Independence FLi 2124 RE :Q1 A C5)CQ 1 _q , 1 QLj hna' hdf Referenced Standard and Year (of Standard) 5jandard AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code X- 1ZAIr 2009 https:; 1'/,A-vA-w. floridabuil dinO. org, pr pr app dtl.aspx?param=,A,GEVXQA-tDquk-24AUC%?fL... 2/1/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 09/06/2017 Dale Validated 09/061/201 7 Date Pending F5C Approval 09/13/2017 Date Approved 12/12/2 0' 7 Date Revised 12/15/2017 P FL # Model, Number or Name i2194.1 i Alumunum Coils Aluminum Soffit Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: - 80/-90 Other: See Evaluation Report for limits of use Aluminum soffit panels Installation Instructions 1- 1 72-19 4- - R t - 5 0 0 3 2, --11 a-_ Ott f Verified By: Zachary R, Priest PE-74021 Created by independent Third Party: Yes Evaluation Reports F LI 2 Created by Independent Third Party: Yes EE 1=1 Qci tom-.:: L,Ep. Blair Stone Road —elld—ha,=-,—'L}2 The State of Florida is ar, Ay'EE0 employer, ,horn 1pht nGG'-20' Staff Q° FIB; , :: p waev Statement Ac e s h l:+v „*?-t mrnt :: { f and Statement urns, 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 ectronic mail to this entity. Instead, contact the office by phone or by tradphmac mail. If you have any questions, please Contact 850A87.1395r *Pursuant to Section 455.275(' ). Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please thick tlerr_. Product Approval Accepts: cled" Cam, Safe https:%lw N-w.floridabuildinz.ora,"pri'pr_app_dtl.aspx"param=wGEVXQ,,N-tDquk24At,TC% I. 1E... 21/2018 TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 6T" EDITION (2017) Manufacturer: ALUMINUM COILS, INC. Issued September 1, 2017 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA91 10) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1. 1709.10 Properties: Wind Resistance REFERENCES EE12Y Report No Standard Year Certified Testing Laboratories (TST1577) CTLA 1847VV AAMA 1402 2009 Certified Testing Laboratories (TST1577) CTLA 2076VV AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 2009 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 2009 1. This report is not for use in the HVHZ. 2. Desion wind loads shall be determined in accordance with FBC Section 1609. 3, Soffits shall be labeled in accordance with FBC Section 1709. 10, 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. ALC15001,3 FL12194-R6 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product chances 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, tA TECHNICAL SERVICES` LLC ALUMINUM Co|S.INC 318" F-Channel Prelomnad nominal 0.016-inohthick. 3105 H-14 aluminum F-channel. See Appendix Dfor dimension drawings. 30"JI-Channe! Preformed nominal O,01O-inchthick, 3105H-14aluminum J-chennei See Appendix Dfor dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminurn fascia. See Appendix D for dimension drawings. 16" Q4Soffi1 Preformed nominal 0,0135-indh thick, 3105 H'14 aluminum aoffit9anes provided in 15- inch sections. The reported oU netventilation areas are 22.3 in^/Un.ftfor the 'full vent' configuration and 11 1 in'/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4Soffit Preformed nominal 0.0135-inch thick. 8105 H-14 aluminum soffit panels provided in 12- indn sections. The reported net free ventilation areas are 12.5 in.0in.ftfor the 'full vent' configuration and 42 in^ 8in.ft for the 'center vent' configuration. See Appendix D for dimension drawings. 1' 'I El -I I ILI 12" SOLID This evaluation report is provided for State of Florida product approval under Rulen1g20-3. The manufacturer shall notify CREEK Technical Services, L Cofany product changes urqoa|uxpxrv ncechanges mmughnmmouu nxun wmu m pun vo. This evaluation pou m not express om} m yw namy. imxa|/atwn, recommended use, mother 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, 6 [h Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. EN No 74021 STATE OF 0 R 10-06:18 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation, Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. UMMIMM 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) ALCI5001,3 FL12194-R6 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or a ' uality 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 The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.51 margin of safety per FBC Section 1404.5.1. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system, 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project, 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 7. Typical fastening details are as follows: a. 12" T4 Soffit— 12-inch o.c. Fastener Fastener Location Location b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16" 04 Soffit — 16-inch o.c. Fastener Fastener Location Location ALC 15001.3 FL12194-R6 Page 1 of 8 this evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK1% V11-s w TECHNICAL SERVICES, LLC d. 16' Q4 Soffit — 8-inch o.c. Fastener Location F- ALUMINUM COILS, INC Soffits UMMMMM Fastener Fastener Location Location 12F # Approved Systems for 12-inch Overhang with F-Channel 12J-ft 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 Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max One (1) min. 3/8-inch head dia. nail, One (1) min. 3 8 x 3/8-inch One (1) min. 1 3/4-inch long x 0.072-inch dia. x min. 3/16- 12F-1 6-jnc'hcrown24-inch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16-inch inch head dia. turn nail 40.0 o.c. O.C. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min 3/4-Inch x 1/4-inch One (1) ruin. 1 3/4-inch long x 12F-2 Max. 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 01072-inch dia. x ruin. 1/4-inch head dia. trip nail spaced 48- 48 64.2 spaced 24-inch o.c. and securing each panel lap inch o.c. One (1) min 3/4-inch x 1/4-inch One (1) min. 1 3/4-inch long x 12F-3 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x rnin. 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 0.c. ALCI-5001.3 FL12194-R6 Page 2 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK li TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width W Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/4-inch crown One (1) min. #8 x 1/2-inch One (1) min 3/4-inch x One (1) min. 1 3/4-inch long x 12J-1 Max Wood staples in diamond long x 3/8-inch head diameter Wood 0.072-inch dia. x min, 1/4-inch 1/4-inch crown staple 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 1 inch o.c. connecting soffit to J-channel inch o.c. FApproved Systems for 16-Inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No, Width Pso Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 Max Masonry One (1) 14 ga, 5/8-inch long T nail Wood 1-inch leg staple spaced max. 0.072-inch diameter finishing nail with min. 3/16- 53.3 12-inch spaced max. 8-inch o.c. 4-inch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max, Three (3) 18 ga. 114-inch crown x 1- 1-inch leg staple spaced max, 0.072-inch diameter 16F-2 12-inch Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail,,vith min. 3/16- 53.3 spaced 16-inch o.c. panel lap inch head spaced 12-inch o.c. One (1) 3/8-inchhead dia. nail, min. One (1) min 3/8-inch x 3/8-inch One (1) min. I 3/4-inch long 16F-3 Max. 16-inch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 16-inch x 0.072 inch dia. x min. 3/16-inch head dia. trim nail 25.6 inch o.c. o.c. spaced 36-inch o.c. Three (3) min. 3/4-inch x 1/4-inch One (1) min. I 3/4-inch long 16F-4 Max, Wood crown staples in diamond pattern Wood One (1) inin 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. ALC 15001 .3 Ft12194-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval Linder Rule 6 1 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. CREEKFart; TECHNICAL SERVICES, LLC ADvroved Systems for 16 inch overhang with F-Channel ALUMINUM COILS, INC Soffits OTIMM Wall Connection Eave Connection System Panel MDP No. Width psi Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. Masonry One (1) 14 ga. 5/8-inch long T nail Wood 1-inch leg staple spaced 4-inch 0.072-inch diameter finishing nail with min, 3/16- 43.3 16-inch spaced 8-inch o.c. o.c. and securing each panel inch head spaced lap 16-inch o.c. One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-inch x Max. Three (3) 18 ga.1/4-inch crown x 1- 1-inch leg staple spaced 4-inch 0.072-inch diameter 16F-6 16-inch Wood inch leg staples in diamond pattern Wood o.c. and securing each panel finishing nail with min. 3/16- 43.3 spaced 16-inch o.c. lap inch head spaced 16-inch o.c. Approved Systems for 16-inch overhang with J-Channell Wall Connection Eave Connection System Panel MDP No. Width pso Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. Three (3) min. 3/4-inch x 1/4-inch One (1) min. I 3/4-inch One (1) min 3/4-inch x 1/4-inch long x 0.072-inch dia. x +23.5 16J-1 Wood 16-inch crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. min. 1/4-inch head dia. trip -31.4 spaced 24-inch o.c. I I nail spaced 48-inch Al-C15001.3 FL12194-R6 Page 4 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes of quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. J. CREEK TECHNIC --AL SERVICES., LLC Approved Systems for 24-inch overhang withF-C annel ALUMINUM COILS, INC Soffits WEEMM Wall Connection Center Connection Eave Connection System Panel MDP No. Width Pso Substrate F- Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One ( 1) 18 ga.1/4-inch Nominal 1x2 crown x 1-inch leg No. 2 SYP staple spaced Three ( 3) 18 ga.1/4- anchored to 12-inch o.c. securing One ( 1) 18 ga. 1/4- One ( 1) rain. 1.75-inch x Max. c inch crovoi x 1-inch after Win 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) rnin. 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 rnin. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga,1/4-inch crown x 1-inch leg Nominal 1x2 staple spaced One ( 1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1) 18 ga, 1/4- One ( 1) min- 1.75-inch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0. 072-inch diameter 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 ga1/4- 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. 76.6 spaced 8- inch o.c. 1) 7d x 2.25- One (1) min. 1,75-inch inch o. c. 3/16- inch head spaced inch rina' shank x 0.072-inch diameter 12-inch o.c. nail 24- inch o.c. finishing nail with min. 3/16- inch head spacedl 4-incho.c. ALC15001.3 Ft-.12194-R6 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. A CREEK TECHNICAL SERVIcEs, LLC ALUMINUM COILS, INC Soffits ENIMMM I AoDroved Svstems for 24-inch overhang with F-Channel I System Panel Wall Connection Center Connection Eave Connection MDP No. Width pso Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap AttachmentAttachment One (1) 18 ga. 1 /4-inch crov,qi 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 Wood leg staples in each panel lap Wood leg staple spaced 8- finishing nailwith min. 80/-60 16- inch diamond pattern 1) min. 2.25- inch o.c. and securing 3/16-inch head spaced spaced 16-inch o.c. inch x 7d ring shank nail One ( 1) min. 1.75-inch each panel lap 16-inch o.c. 24- inch o.c. x 0.072-inch diameter finishing nail with min. 3/ 16-inch head spaced 4- inch o.c. One ( 1) 18 ga. 1/4-inch crown x 1 -inch leg staple securing the Nominal 1x2 nailer of each female One ( 1) min. 1.5- No.2 SYP lock or spaced One (1) 18 ga. 114- One (1) min. 1.75 inch x inch x 11 ga. anchored to 16-inch o.c. securing inch crown x 1-inch 0.072-inch diameter Max 24F- 5 Wood smooth shank rafter with one each panel lap Wood leg staple spaced 8- finishing nail with min. 801-60 16- inch roofing nail spaced 1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced 16- inch o.c. inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min, 3/ 16-inch head spaced 4- inch o.c, ALC15001. 3 FL12194-R6 Page 6 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes of quality assurance changes throughout the duration for Mich 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, LILC Approved Systems for 24-inch overhang with F-Charmel ALUMINUM COILS, INC Soffits 911 System Panel Wall Connection Center Connection Eave Connection MDP No. Width psi] Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga.1/4-inch crown x 1-inch leg7-max 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 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 r-nin. 80/-60 spaced 8-inch o.c. (1) 7d x 2.25- inch o.c. and securing 3/16-inch head spaced inch ring shank One (1) min. 1.75-inch each panel lap 16-inch o.c. nail 24-inch o.c. x 0.072-inch diameter finishing nail with min, 3/16-inch head spaced 4-inch o.c. ALC15001.3 FL12194-R6 Page 7 of 8 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL- SERVICES, LLC Approved Systems for 24-inch overhang with J-Channel ALUMINUM COILS, INC Soffits Wall Connection Center Connection Eave Connection System Panel MDP No. Width Pso J-Channel Fascia CapBatten Attachment Batten Panel Attachment Substrate Panel Attachment Attachment Nominal 1x2 No.2 SYP scabbed between rafters with One (1) 18 ga. 1 /4- one (1) min. 2.25- inch crown x 1 -inch Nominal 1x2 inch x 7d ring shank leg staple spaced No.2 SYP Three (3) 18 nail straight -nailed 12-inch o.c. anchored to ga.1/4-inch crown through the rafter securing each panel One (1) 18 ga. 1/_ One (1) min. 1.75-inch Max. rafter with one x 1-inch leg into the end of the lap inch crown x 1-inch x 0.072-inch diameter 24J-1 12-inch 1) min. 2.25- staples in diamond batten or two (2) Wood leg staple spaced finishing nail with min, 60 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d One (1) min. 1,75- 8-inch o.c. 3/16-inch head spaced shank nail inch o.c. ring shank nails fee- inch x 0.072-inch 12-inch o.c. 24-inch o.c. nailed on either side diameter finishing of the batten at nail with min. 3/16- each batten/rafter inch head spaced intersection. Max. 4-inch o.c. rafter spacing is 24-inch o-c. . Nominal 1x2 No.2 SYP scabbed One (1) 18 ga.1/4- between rafters with inch crown x 1 -inch one (1) min. 2.25- leg staple securing Nominal 1x2 inch x 7d ring shank the nailer of each No.2 SYP Three (3) 18 nail straight -nailed female lock or One (1) 18 ga. !4- anchored to ga.1/4-inch crown through the rafter spaced 16-inch o.c. inch crown x 1-inch One (1) min. 1.75-inch Max, rafter with one x 1 -inch leg into the end of the securing each panel leg staple spaced x 0,072-inch diameter 24J-2 16-inch 1) min. 2.25- staples in diamond batten or two (2) lap Wood 8-inch o.c. and finishing nail with min. 53.3 inch x 7d ring pattern spaced 16- min. 2.25-inch x 7d securing each panel 3/16-finch head spaced shank nail inch o.c. ring shank nails fee- One (1) min. 1.75- lap 16-inch o.c, 24-inch o.c. nailed on either side inch x 0.072-inch of the batten at diameter finishing each batten/rafter nail with min. 3/16- intersection. Max. inch head spaced rafter spacing is 4-inch o.c. 24-inch o.c. ALC 15001.3 FL12194-R6 Page 8 of 8 This evaluation report is provided for State of Florida product approval under Rule 6IG20-3. 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 a TECHNICAL SERVICES, LLC INSTALLATION Note - Refer to the APPROVED SYSTEMS section of this report for additional installation ALUMINUM COILS, INC Soffits uFaMEM a selected system and maximum design pressures limitations. ALC15001.3 FL12194-R6 Page I of 12 This evaluation report is provided for State of Florida product approval under Rule 6IG20-3, 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. ALUMINUM COILS, INCCREEKSoffits TECIANICAL SERVICES, ILLC Apbendix B System No. Installation Detail 12F-2 Ljfff3/0* BETWEEN OPEN RAFTER STAPLES SOFFIT STAPLE 3/41/4' DIAMONDPATTERN X CROWN STAPLES _ j DETAIL. A DIAMOND _ 3/8' DETVEENJ STAFUS PATTERN FACIA BOARD om 3/ 4" X 1/4- CROWN STAPLE "8" ON CENTER 1-3/ 4- TRIM NAIL F' CHANNEL CAN BE PAINTED S.S. 48' INSTALLED WITH THE O.C. NAILING FLANGE UP OR DOWN SOFFIT— c" Ax, '12-inch span WOOD SUBSTRATE 1- 3/ 4- TRIM NAIL PAINTED S, S, SOFFIT FACIA BOARD FASCIA CAP 3/4" X 1/4" CROWN STAPLE SOFFIT & FASCIA DETAIL ALC 15001. 3 FL12194-RG Page 2 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 System No. I Installation Detail 12J-1 OPEN RAFTER 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN L-CNANNEL 1-3/4' TRIM NALLA screwed to 98,Ix PAINTED S.S. 48" wittl J12, X 3/8 lie d O,C. diameter vcrew, 16" o.c, SOFFIT —max. 12- inch span WOOD OR BLOCK SUBSTRATE FACIA BOARD ME 3/4- X 1/4- CROWN STAPLE W ON CENTER ALUMINUM COILS, INC Soffits affamnMr TAPU$ 50FLI! STAPLE UlAM-OND PATT-RN I'DETAIL I SOFFIT rACIA BOARD FASCIA CAP X I /4„ WN STAPLE SOFFIT & FA5iQ-]A DETAIL ALC15001.3FL12194-R6 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. S, INCALUMINUMCOIL CREEK Soffits TECHNICAL SERVICES., LLB Apbendix B ALC 15001.3 FL12194-R6 Page 4 of 12 This evaluation report is provided for State of Florida product approval Linder Rule 61 G20-1 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. S, INCALUMINUMCOIL CREEK Soffits TECHNICAL SERVICES, LLC Appendix B ALC 15001.3 FL12194-R6 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. a -ACREEKTECHNICALSERVICES, LLC System No, I Installation Detail 16F-4 3/4' X 1/4' CROWN STAPLES USING A DIAMOND PATTERN F' CHANNEL CAN BE INS`rAU_EO WITH THE NAILING FLANGE UP OR DOWN 1-3/4" TRIM NAIL] P,NNTE0 S.S. 48' B.C. ALUMINUM COILS, INC Soffits SOFFIT SJ AL)LE OPEN RAFTER DIAMONDPATTERN I' DETAIL ST& PLES FACIA BOARD rl ASCIA CAP 3/ 4- X 1/4- CROWN STAPLE " 8' ON CENTER SOFFIT- Mlix, 16-inCrl f`Parl 1- 3/4- TRIM NAIL PAINTED S.S. FACIA BOARD FASCIA CAP 3/ 4' X 1/4" CROWN STAPLE SOFFIT -& FASCIA DETAIL ALC15001. 3 FL12194-R6 Page 6 of 12 This evaluation report is provided for State of Florida product approval Under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail USING A I PATTERN; R 16F-2 & SOFFIT 16F-6 DIAMOND P F" (HA SUBSP Ual BOARD CAP; REFER FIT & FASCIA MAX. 16" I J" T PAI ALUMINUM COILS, INC Soffits Appendix B FASCIA BOARD FASCIA CAP CROWN STAPLE SOFFIT & FASCIA DETAIL SOFFIT STAPLE DIAMOND PATTERN AI-C15001.3 FL12194-R6 Page 7 of 12 phis evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer Shalt notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC System No. I Installation Detail 16J-1 onflumasim 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN T-\- CNAtdNEL TRIM NAIL PAINTED S.S. 48' s .oFFn- max. ir,-indi pan WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits MMMMEM STAFIES 50FIT STAPLE 1- 1 DIAM )ND 'AT -TERN FACIA BOARD 1-0- BETWMI DETAIL STAPUS r i ___ FASCIACAP3/ 4" X 1/4' CROWN STAPLE W ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. FACIA BOARD FASCIA CAP 3/ 4- X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALC15001. 3 FL12194-R6 Page 8 of 12 I his 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 PlOdUCt attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 24F-1 & 24F-4 No. I Installation Detail M S I USMG A Of PATTERIL RF SOFFIT DIAMOND P1 WOOD sues ALUMINUM COILS, INC Soffits Appendix B I J- TEN NAIL FASOA BOARD PAINTER 5,5. ti ----- FASCIA CAP SOFFIT — 1-0," CROWN STAPLE f- -1 T- BOARD SOFFIT FASCIA DETAIL Ap; REFER FIT & FASCIA 3/8' SOFFIT STAPLE DIAMOND PATTERN ALC 15001.3 FI12194-R6 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein, CREEK TECHNICAL SERVICES, LLC 24F-2 & 24F-5 No. I Installation Detail 1-1- SMOOTH ROOF M WOOD SUBS ALUMINUM COILS, INC Soffits Appendix B I J' TRIM NAIL i FASCIA BOARD PALLITED S.S. 11 C— FASCA CAP SOFFIT CROWN STAPLE j— BOARD SOFFIT & FASCIA DETAIL CAP; REFER Fit & FASCIA ALC15001.3 FI12194-R6 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. l CREEK ALUMINUM COILS, INCaiSoffits TECHNICAL SERVICES, LLC App6ndix B System No. Installation Detail TRIM NAIL — A FASCIA BOARD PAINTED S.S IV,A J"T-NAILS FASCIA (AP SOFFIT tR OWf4 STAPLE J I TRIM NAIL PAINTED S.S. A SOFFIT 9, FASCIA 24F-3 & DETAIL 24F-6 I xJ- CROWN STAPLE FASCIA (AP: REFER TO SOFFIT & FASCIA F-CIIANNEL MASONRY AL(', 15001.3 --- FL12194-R6 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LI-C of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC System No. I Installation Detail 24J-1 & 24J-2 1'xJ- (DOWN STAPLES USING A DIAMOND PATTERN; REFER TO SOFFIT 5 TAPL E DIAMOND PATTERN DETAIL J-CHANNEL WOOD SUBSTRA I jl" !RIM NAIL PARFIED Sa- Nominal I' v 2' SYP batlenS SCab.' between laftoAnd secured wilh one (1) 7d ring shanl,, nail st,aighrnailed th" nugh the rafter into the end of the h.R.n .1 Ne. 12) Id ring sharK nails roe -nailed on either leae of the ballvh at the ballenlraple, Int—ed*. ALUMINUM COILS, INC Soffits Apoendix B I J- TRIM NAII- FASCIA BOARD PAINTED S.S. FASCIA CAP SOFFIT CANTILEVERED I-kj' CROWN STAPLE RAFTER J. FASCIA BOARD SOFFIT & FASCIA DETAIL 1-. 1" (POWN STAPLE Y J'— FASCIA CAP: REFER TO SOFFIT & FASCIA DETAIL SOFFIT; MAX, 24' SOFFIT STAPLE DIAhOND PATTERN ALC15001. 3 FL12194-R6 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 611320-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK Os' -A TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits 9-38MUM the following tables provide design wind loads for components and cladding in accordance with Section 1609 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category 1, 11, 111, 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. zL All calculations are based on an effective wind area of 1 O_ft2 or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kj = 0.85 7- Wit is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1609.1 .3 of the FBC. 8. Projects 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. ALC 15001.3 FL12194-R6 Page I of 4 This evaluation report is provided for State of Florida product approval Linder 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. ALUMINUM COILSS, INC CREEK TECHNICAL SERVIcEs, LLC Appendix C Building Type Zone 00 120 130 140 150 160 190 . . . . . . . 20000 Height (ft) 7 92016.9 19,8 22.9 26.3 30.0 33- 737 42.2 46,8 25 16.9 19.8----- 22.9 26.3 30.0 318 37.9 42.2 30 19.8 22.9 26.3 30.0 318 37.9 42.2 8. 84 40 1-6.9 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 45066 o 50 19.5 22.9 26.5 30.5 34.7 39.1 419 48.9 54.1-- Enclosed 60 20.5 24.0 27.8 32.0 36.4 1 41.1 46.0 51.3 56.8 eNgative 20 20.8 247- 28.3 32.5 37.0 41.7 46.8 52.1 57-8-- Loads) 20. 8 24.4 28.3 32.5 37.0 41.7 46.8 52.1- 57.18 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 5 F'2 Z5 404022.6 26.5 3U 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 3 66.8 60 25.3 29.6 34A 39.5 50.7 56.8- 63.3 701 20 10.8 12.7 14.7 16.9 44. 9- 19, 2-- 21.7 24.3 27.1 30.0 25 10.8--12.7 14.7 16.9 1"9.2---- 21.7 24.3 27.1 -'------30.0 30 10.8 12.7 14.7 16,9 19.2 21.7 24.3 271 30.0 4 40 11.7 16.0 18.320.8 23.5 26A 29.4 32,5 50 13. 8 14. 7 17.0 19.5---- 22.2 25.1 28.1 31.3 34.7 Enclosed 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 Loads) 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 21.7 24.3 27,1-- 30.0------ 5 40 11.7 13.8 16.0 19. 2 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 23.3 263 29.5 32.9 36A ALC 15001,3 FL12194-R6 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. S, INCALUMINUMCOILCREEKSoffits TECHNICAL SERVICES., LLB Ap}endix C ALC15001 3 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. rACREEKTECHNICALSERVICES, LLC Design Wind Pressures for Soffits in Exposure D Mean, Basic Wind Speed (mph) ALUMINUM COILS, INC Soffits WHOMEM nullu If 3Y Zone Roof Type 130', 140 150 160 180 190 200 Height (ft)' 20 26.0 30.5 35.4 40.6 46.2 522 58.5 65.2 72.2 25 31.6 36.7 42.1 47.9 54.1 60.6 67.6 741.9 30------,- 27,0 27.9 32.8 43.6 49,6-------56.0------- 62,8 70.0 4 40 29A 34.5 38,0 40.0 45,9 52.2 58.9 66.1 77.5 73.6 81.6----- 50 30.6 35.-9---- 47.8- 54.3 613 68.8 76.6 Enclosed 1 60 31.5 37.0 41.6 42,9 49.3 56.1 1 -63.3 70.9 79.0 84.9 87.6 Negative Loads) 20 32.1 37.7 43.7 57.0 64A 72.2 80.4 89.1 25 313 39.1 50.1 45.3 52.0 59.2 66,8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 613 69.2 86A 95.7-- 5 40 362 42.5 49.3 56.6 64A 77.5 72.7 81.5 90.9 100.7 50 37.7 44.3 51A 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 20 16.7 19.5 22.7 26.0 29.6 33.4 37,5 41.7 463 25 173 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 243 27.9 31.8 35.9 40.2 44,8 49.7 4 40 18.8 22.1 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 25.6 210 34.8 39.3 44.1 49.1 54.4 Enclosed 30 20.2 26.7 23.7 30.6 27.5 31.6 35,9 40.5 45.4 50,6 56.1 Positive 20 16.7 19.5 22.7 260 29.6 33.4 3T5 41,7-- 46.3 Loads) 25 17.3 20.3 215 27.0 30.7 34.7 38.9 43.3 48,0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52:2- 50 19.6 23,0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 - 60 20.2 23.7 27.5 31.6 1 35.9 40.5 45.4 50.6 56.1 ALC15001.3 FL12194-R6 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK rECHNICAL SERVICES. LLC 3/8" F-Channel RESSIBRIMM 11 3/4" --1 1 6" HEM 7 3/4" 3/8' ISOMETRIC VIEW 3/8" PROFILE LS-I)METRIC VIEW 318" PRORLE ALUMINUM COILS, INC Soffits Z=i ALC15001-3 FL12194-R6 Page 1 of 4 This evaluation report is provided for State of Florida product approval Linder 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. W-TM CREEK TECHNICAL SERVICES. LLC 5 3/4" A-_ 1/4" 7 / 8 6"FASCIA T' BLANK I5011ETRIC VIEW ALUMINUM COILS, INC Soffits zz ALC15001-.-3------ FL12194-R6 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. HeAmAm"A ' HNICAL SE-MRVICES. LN 16" Q4 Soffit 0 2S, 7, P G.124" ilp 18"BLANK 3 / 8 PROFILE L ALUMINUM COILS, INC Soffits Apoendix D ALCI50013 FL12194-R6 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKi` i Tr> ciINIClAL SERVICES, LLC MUFMITIUM 3 1/a" 7/81, 112" % ,_/ 1/2" 1I8" 02i TIP 512-"T)P 3 118" 13.75" BLAND 3/8" PROFILF 7/8" _ l _ 3 1/8" 112" 112" 1!6" IIl(f10 Ilflflll-- CI JIJ T ALUMINUM COILS, INC Soffits Ap endix D 1/2" f-\-- Y 3!6" 1 LC15001.3 FI 12194-RG Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Florida Building Code Online Page I of 2 K y, A BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BC15 Site Map j Links Search kkProduct Approval j ) USER: Public Use, A -Laya licatioin DetailMen- Ergo 7-_n' A g-2t, Search > LcL _q > Alan 7 "Q- FL # FL17147-R2 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Add ress/Phone/Ernail Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Evaluation Entity Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Huber Engineered Woods LLC 10925 David Taylor Drive Suite 300 Charlotte, NC 28262 704) 548-5442 kurt.koch@huber,com Kurt Koch kur-t.kocl)@huber.cDm Ken W. Mix 1446 Hwy 334 Commerce, CA 30530 706) 336-304 " ken.hix@huber.corn Walker Campbell 1446 Hwy 334 Commerce, GA 30530 704) 562-1053 walker. cam pbell@huber.com Structural Components Products Introduced as a Result of New Technology Evaluation Report from a Product Evaluation Entity IAPMO Uniform Evaluation Services LLC. PFS Corporation 10/01/2018 IAPMO Uniform ES DIL57147 R2 COI Certlflcgte of Indeoendence fu Ey-a I ua d, -Iion. 5tp_ ndard Year ICC- Evaluation Service AC310 2015 Approved Evaluation Entity https:/ I,A-\,,-w.floridabuildinL,.oru,l'pr,"Pr_app_dtl.aspx"paran-i=NvGEN,-XQ,A-tDqN,Co')EaplllBdS... 2,11/2018 Florida Buildins4 Code Online Pane 2 of-') Product Appiovai Method Method I Option C Date Submitted 10/20/2017 Date Validated 10/20/2017 Date Pending FBC Approval Date Approved 10/25,12017 Summary of Products 1 FL # 1 Model, Number or Name Description 1.1 ZIP System (R) Wall Sheathing ZIP System (K) Wall Sheathing i Limits of Use Instailation Instructions Approved for use in HVHZ: No FL17147 R2 1: Z!, Approved for use outside HVHZ: Yes Verified By: ICC Evaluation Service, LLC Impact Resistant: No Created by Independent Third Party: Design Pressure: N/A Evaluation Reports Other: limited to structural aspects of pane! rl 17', R 7 2L AE L:1 , 4 21 FL17147 P-, --1474 -jf 17147.211 ZIP System (R) Wall Sheathing Combination Wail Sheathinc, and Water Resistive Barrier Limits of Use Installation Instructions Approved for use in HVHZ: No Fl17147 R2 jT FLU 7147 ZIP Sheathina Tri ', 11 Manual - Approved for use outside HVHZ: Yes 2C1 3,00f Impact Resistant: No Verified By: 1APM0 Uniform Evaluation Services LLC. Design Pressure; N/A 1 Created by independent Third Party: Other: Evaluation Reports r,4 7 C-ec, woolts17 EE EED Oa' a cl' :: zil — - R " h " e I- -, "o Phu aL:_FSP-4a7-3 The State of Forces a, oAiEEC e,riploye-, ZLa'_-220--n—, - f sn"', 'Il nt j e ., h S 'd , -lands !a,, email addresses are publi: records. If you do not want you, e-mail address released in response to a p—li—neco- repoest, do not San, lec7t' 011c ma,: to this entity. Instead, contact the since by phone 0, by traditional mail. If you have any questions, please contact a5lc.487,139S. -Pursuant to Section 455 2 SGj, ' Flonda Statutes, effective CctDDer I , 2L!I, licensees licensed under Cheats, 455, F.S. must provide the Department with an emai; address if they have one. The ernads provide- may be used 'o, official communication with the licensee. However email addresses are public record. If you do not w,sh to Sunni) 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 hjt,&. Product Approval Accepts: M 9__1 li l KE M cred' camd Safe hnps:;',,'« r\N-.fioi--idal-uildinz.or,-- " pv I pr app_dtl.aspx'-,)ara i.-i=-\,GE,Q-tDqvCoDE-api-IlBdS... 2/122018 a ZIP SystemO Roof & Wall Sheathing INSTALLATION MANUAL Sakes Office: 10925 David Taylor Dr., Suite 300 Phone 800-933-9220 zipsystem.com Charlotte, NC 28262 Fax: 704-547-9228 anwi, G 20;)8 :gar LLC ::.7.anTech a^d Thn New Gr= cminn of AAalls arc rn istrxed trademarks of Hu, =f Eng,gyred'A d CL [;F Ayste,-, th axo rppanya g l7P System logo a',o d--9n „c65tormex a etra r a' c of I Uri G._t.^Ivec. d nods LC, lun.c: a rg to ;d of aM Rubs Gaut oa HUB311 3.12110 ffimmmmmm(& ENGINEERED N100DS 02 ZIP System" Sheathing Installation On Roofs 03 ZIP System" Tape Installation - Roof Panel Seams 04 ZIP System" Tape Installation - Roof Panel Seams (continued) 05 Roof Covering Installation Instructions 06 ZIP System" Roof & Wall Sheathing Installation 07 ZIP System" Tape Installation - Panel Seams ATTENTION: This installation guide is intended to provide general information for the designer and end user. The following guidelines will help you safely and properly install the ZIP System' Roof & Wall wall sheathing. We urge you, and anyone installing this product, to read these guidelines in order to minimize any risk of safety hazards and to prevent voiding any applicable warranties. This manual is a general installation guide and does not cover every installation condition. Proper installation shall be deemed to mean the most restrictive requirement specified by Huber Engineered Woods (HEW), local building code, engineer or architect of record or other authority having jurisdiction. You are fully and solely responsible for all safety requirements and code compliance. For additional information contact Huber Engineered Woods LLC. ZIP System® Roof & Wall Sheathing Safety Guidelines Follow all OSHA regulations and any other safety guidelines and safety practices during installation and construction. Use approved safety belts and/or harnesses orotherfall protection equipment. Install ZIP System panels and tape only in dry conditions and on dry surfaces. Do not install in rain, snow, frost or other slippery conditions. Wear rubber -soled or other high -traction footwear while installing ZIP System sheathing in a roof application. Do not wear footwear with worn soles or heels. Ensure the roofing surface is free from oil, chemicals, sawdust, cliff, tools, electric cords, air hoses, clothing and anything else that might create a tripping hazard. Install temporary toe boards along the ZIP System sheathing roof surface. What Is ZIP Systems Roof & Wall Sheathing? ZIP System Roof & Wall sheathing is code -recognized as a wood Structural panel, roofing underlayment (ICC-ES ESR-1473), water -resistive barrier and air barrier (ICC-ES ESR-1474). ZIP System Roof & Wall sheathing has a built-in moisture barrier that lots you say good-bye to building paper or housewrap on the walls and felt paper on the roof.* Simply install the panels, tape the seams, and you have a structural wall sheathing, water - resistive barrier and air barrier or a structural roof sheathing and roofing underlayment all from one product. FASTER. TIGHTER. ENERGY EFFICIENT. 08 ZIP System' Roof & Wall Sheathing - Window Installation Flanged Windows & Brick Mould Windows 09 ZIP System' '- Roof & Wall Sheathing - Window Installation Brick Mould Windows (continued) 10 ZIP System' Roof & Wall Sheathing - Penetration Openings 11 ZIP System' Roof & Wall Sheathing Installation Details 12 ZIP System'' Roof & Wall Sheathing Installation Details (continued) ZIP System Roof & Wall sheathing can be used with a range of exterior claddings and roof coverings. Approved wall coverings include brick, vinyl, stone, wood fiber cement, wood and cedar shakes, traditional hard coat stucco and specified drainable EIFS applications, however it is not recommended for use with adhesively attached EIFS. Approved roof coverings include asphalt -fiberglass shingles, metal tiles and panels, clay and concrete tiles, slate and slate -type shingles and wood shakes and shingles. Follow all cladding and roof covering manufacturer's installation instructions, ZIP System Roof & Wall sheathing can be used on buildings of Type III (Roof Applications ONLY) and Type V construction and construction permitted under the IRC. ZIP Systems Roof & Wall Sheathing Includes: ZIP System sheathing panels with built-in moisture, barrier with preprinted fastening and tape guides ZIP System tape Storage and Handling Set panel stack on three supports (stickers) to keep off the ground. Outdoors, cover panels loosely with waterproof protective material. Anchor covers on top of the stack, but keep away from sides and bottom to assure good air circulation. In high moisture environments, cut banding on the panel stack to prevent edge damage, ZIP System` Roof & Wall Sheathing Notes and Limitations: Do not use on roofs with slopes less than 2/12. Do not use abutted against general stone or masonry without providing a minimum of a 112" gap. Do not install ZIP System tape in temperatures less than 20' F ZIP System products are not recommended for manufactured housing applications that are built under a federal building code administered by the U.S. Department of Housing and Urban Development (HUD). Do not use panel edge clips (H-Clips) with ZIP System Roof & Wall sheathing without expressed written approval from Huber Engineered Woods.` Do no, use ZIP System tape to permanently seal around circular roof projections (plumbing vents, pipes, curved walls, etc.) Contents (continued) Wall Coverings ZIP System Roof & Wall sheathing should be covered with the finished roof covering or exterior cladding within 180 days of installation. Finished roof and exterior cladding products should be installed per the manufacturer's installation instructions. Per the recommendation of the Western Red Cedar Lumber Association and the U.S. Forest Products Laboratory, wood siding should be primed before installation. When original roofing or claddings are removed and replaced on existing ZIP System sheathing, the roof or wall should be covered with an additional roofing underlayment or water resistive barrier prior to installation of the new finished roofing or cladding. Note: In cladding systems requiring multiple layers of water -resistive barriers, like traditional hard -coat stucco, ZIP System sheathing is intended only to replace the first layer. Wet Blown Cellulose Insulation In addition to following manufacturer installation instructions, we recommend a maximum moisture content of the cellulose of less than 25--/. measured a, the inside surface of the ZIP System panel before closing the wall cavity. Secondary Coatings Do not apply secondary coatings or treatments to ZIP System Roof & Wall sheathing panels with the exception of the following: HEW approved fire resistant coatings. Fire resistant coatings must be tested and approved by HEW for use with ZIP System panels. Field applied water-soluble berate insecticide or fungicide treatments applied to the non overlay side of the panel. See technical tip, "Termite Treatments on ZIP System Roof & Wall Sheathing," on zipsystem,com for more information. Permeable laminated radiant barrier foil or paint. For a radiant barrier foil or coating to be considered permeable, it must have an applied permeance of five perms or greater as tested by the ASTM E 96 wet cup standard. For a radiant foil, the permeance evaluation would include any adhesive and/or backer used to laminate a foil. For a radiant paint/coating, the permeance evaluation should be conducted at the applied thickness of the paint/coating. ZIP Sisienr Rod anc V,1,31; sriazpnin2 replaces Oniv rne flis: ave- ", MUIV-,rioerlavnne svSterns. Eige . su;tper is r,37 re-=rei by coj e witr v213-21 11,, soar raI ie,, an 5:8,410, 201 soo.atech Dedaurtance patCopry pheatnint: if Ine trarnin, ores not exceed 24" ;.c, an the tstar lDal, oces of exeeo GNot >r, V2 and 15e. . iv. 5perfDrmance czeiciries. —1 his ;s 'as. c or —i180 defiectior c"Ite'o 'o, :Otal load. ZIP Sys-tern,Roof & Wall Sheathing Installation Manual iW, ZISystem' Sheathing Installation on Roofs Overview: ZIP System Roof & Wall sheathing is composed of ZIP System Panels and ZIP System seam sealing tape, ZiP System' Roof & Wall Sheathing panels should be fuliv installed before the seam sealing tape is applied, In general, the ZIP System roof sheathing panels should be installed from the lowest point on the roof to the highest, It is at the discretion of the installer whether to apply tape from the topD down or from the bottom up. However, working from the highest sections of the roof and working down will minimize foot traffic on the tape. The following installation steps are presented as guidelines and a general outline of the installation process. These are manufacturer installation recommendations —please visit zipsystem.Gorn for a library of flashing and installation details. You are fully and solely responsible for all safety requirements. Good construction and safety practices should be followed at all times. Step 1. Ensure that the panel surface is dry and clean of any nails, sawdust, or other debris or protrusions prior to installing or walking or, the panels. After ensuring compliance with all OSHA and local code safety guidelines, install ZIP System sheathing panels with the moisture barrier surface facing outside. The long edge (8') should be oriented perpendicular to the framing members, and panels should be installed with the 4' edge seams staggered a minimum of 24". 1/8" spacing between square edges of all adjacent panels is recommended, in accordance with industry standards for wood sheathing. (Tongue & Groove panels are designed to self -space and do not require manual spacing on the 8' edges.) Step 2. Ensure that ZIP System panels span at least three framing members and a framing member supports the, entire 4' edge of the panels. Fasten the ZIP System Roof & Wall sheathing panel to the framing members with code approved fasteners spaced at the appropriate edge and intermediate spacing. If is the responsibility of the general contractor to verify proper fastene,, lype and spacing prior to installation. Apply the fasteners 3/8" from the panel ends and corners. An ideal' installation would be where fastener heads are flush with the panel surface. However, due to variations in materials and limitations on equipment, this may be difficult to achieve in some situations. It is not required to tape over overdriven fasteners unless the fastener head creates a hole through the entire panel thickness. Please see the technical tip, "Overdriven Fasteners in ZIP System Roof and Wall Sheathing," for more information. Step 3. Install temporary toe beside as necessary when applying the ZIP System sheathing panels up the slope of the roof planes. 8'Panel Edges 71 The unique edge profile is designed to accommodate incremental panel expansion and does not require manual gapping along the 8' edges. 4'Panel Edges Maintain 1i8*' space where 4' edges meet. Unique edge profile is on 8' edges only. RM Apply ZIP System tape after all ZIP System Roof & Wall sheathing panels are fully fastened to roof -framing members. Only ZIP System tape should be used to seal the seams of ZIP System panels, Ensure that the panel surfaces are dry and free of any nails, sawdus-, and other debris, or protrusions. Avoid stepping on tape in high temperature environments, ZIP System tape is a contact tape that requires pressure for an adequate seal. Step 1. Apply ZIP System, tape to every vertical and horizontal panel seam. Ilis at the discretion of the installer whether to apply 'tape from the top down or from the bottom up. However, working from the highest sections of the roof and working down will minimize foot traffic on the tape. Ensure that the tape is centered over the seam within +"- 1/2" to provide adequate coverage and to ensure that wrinkles in the tape are minimized. Ensure that tape lengths are continuous across the 8' horizontal edge of the panels. If splices are unavoidable, create an overlapping splice of at least 3". Apply moderate pressure onto the surface of the tape to ensure a secure bond between the panel and the tape. Use ZIP System tape gun or tape roller to apply pressure to the tape and smooth out anv wrinkles. Take special care to remove any voids and/or trapped air at splice areas and T-joints, Step 2. For valley areas of framing, we recommend you use 6' wide ZIP System tape, This tape is wider than panel seam tape and is designed to give you optimal protection in valley areas. Starting from the bottom and working your way up, apply one continuous piece of 6" tape a,) that the center of the tape is over the valley seam. Use the tape gun or tape roller to apply pressure to the tape to ensure proper contact with the 'panel and to eliminate any wrinkles that might have occurred in the tape. Take special care to seat tape completely into the valley. Note: It is important to pay extra attention to valley taping as water is directed toward the valleys during rain events. Self -adhering ice and water barriers may be required by code. ZIP System tape is not considered a replacement for self -adhering ice and water barriers. Therefore, when self -adhering ice and water barriers are required, they should be installed in addition to ZIP System tape. ZIP Systems Roof & Wall Sheathing Installation Manual ZIP System" Tape Installation - Roof Panel Seams (continued) Step 3. If 6' ZIP System tape is not available, use two continuous pieces of 3.75" ZIP System panel seam 'ape over the entire length of the valley seam, overlapping the pieces on the valley seam by at least i ". Starting from the bottom, install the first piece of tape overlapping the valley seam by at leas, ill. Use the tape gun or tabs roller to apply pressure to the tape to ensure proper contact with the panel and to eliminate any wrinkles that might have occurred in the tape. Apply the second piece of tape, overlapping the first piece in the valley seam by V. Repeat use of the tape gun or roller to make sure the tape is adequately adhered and tightly pressed into the valley seam, Note: It is important to pay extra attention to valley taping as water is directed toward the valleys during rain events. Self -adhering ice and water barriers may be required by code. ZIP System tape is not considered a replacement for self -adhering ice and water barriers. Therefore, when self -adhering ice and water barriers are required, they should be installed in addition to ZIP System tape. To provide temporary weather protection to roof/wall intersections of dormers or other wood -sheathed projections, apply 2" of the tape width up the vertical projection from where it intersects with the roof. The remaining tape width can be adhered to the ZIP System roof sheathing panels. Use the tape gun or tape roller to apply pressure to the tape and smooth out any wrinkles. Step 5, Insist] ZiP System tapepe over hips and ridges by centering the tape over the peak seam. Apply tape in sufficient length to completely extend the length of the hip or ridge. Starting from the lowest point of the hip and working up, press tape into place keeping tape centered over the hip. Apply moderate pressure onto the surface of the tape to ensure a secure bond between the panel and the tape. Cut ridge 'ape as required for ventilation prior to installing ridge vent. Step 6. Tape over toe boars nail holes once the We boards are removed, wonting from the highest toe boards tc the lowest. First piece of tape I" overiap Second piece of tape W Roof Covering Installation Instructions ZIP System Roof & Wall sheathing is a code recognized sheathing and underlayment and is approved for use with the followino roof coverings: Asphalt -fiberglass Shingles Metal Roofs (shingles and panels) Clay Tile Concrete Tile Slate and Slate -type Shingles Wood Shingles Wood Shakes When installing roof coverings, follow applicable codes and manufacturer's suggested instructions. Some roof coverings require a slip -sheet in addition to conventional underlayment. Where slip -sheets are required, they should be installed over ZIP System sheathing panels. Note: Visit zipsystem.com for updates and installation details. Asphalt -fiberglass Shingles Apply asphalt shingles directly to ZIP System sheathing. For roofs with a slope of 2/12 or greater but less than 4/12, additional underlayment may be required. Install asphalt -fiberglass shingles according to applicable codes and manufacturer's installation instructions. Metal Roof Coverings Metal roof coverings may be applied to ZIP System sheathing provided that the roof covering manufacturer's installation instructions and applicable codes are followed. Fasteners used to secure the ZIP System Roof & Wall sheathing panels to supporting framing must be compatible with the specific metal roof covering used. Galvanized fasteners shall be used with galvanized roof coverings, aluminum -zinc coated fasteners shall be used with aluminum -zinc coated roof coverings and 300 series stainless steel fasteners shall be used with copper roofs. Stainless steel fasteners are acceptable with all metal roof types. In addition, metal roof flashing shall also be made of a material compatible with the specific metal roof covering used. Apply metal shingles on roofs with slopes of 3/12 or greater. Clay and Concrete Tile Roof Coverings ZIP System Roof & Wall sheathing is intended to replace the first layer In a two -layer or multi -layer underlayment system. When installing clay or concrete tile roof coverings, follow the installation recommendations of FRSA/7RI 07320. Install tile roofs according to applicable codes and manufacturer's installation instructions. State and Slate -type Shingles Apply slate and slate -type shingles on roofs with slopes of 41112 or greater. Install slate and slate -type shingles according to" applicable codes and manufacturer's installation instructions. Wood Shingles ZIP System Roof & Wall sheathing is intended to replace the first layer of underlayment required by the IBC and/or the IRC. Additional layers of underlayment may be required by code depending on the local climate. Apply wood shingles on roofs with slopes of 3/12 or greater. Install wood shingles according to applicable codes and manufacturer's installation instructions. Wood Shakes ZIP System Roof & Wall sheathing is intended to replace the first layer of underlayment required by the IBC and/or the IRC, Additional layers of underlayment may be required by code depending on the local climate. ZIP System roof sheathing is not to be construed as a replacement for interlayment. Apply wood shakes on roofs with slopes of 4/12 or greater. Install wood shakes according to applicable codes and manufacturer's installation instructions, ZIP System,' Roof & Wall Sheathing Installation Manual mif ZIP System"'i Sheathing Installation on Walls Overview: ZIP System Roof & Wall sheathing is composed of ZIP System panels and ZIP System seam sealing tape. ZIP Systems Roof & Wall Sheathing panels should be fully installed before the seam sealing tape is applied. The following installation steps are presented as a general outline of the installation process. These are manufacturer installation recommendations— please visit zipsystem,com for a library of flashing and installation details. You are fully and solely responsible for all safety requirements. Good construction and safety practices should be followed at all times. Step 1. Install ZIP System Roof & Wall sheathing panels positioned with the water -resistive barrier facing outside. The panels may be installed with the long side of the panel oriented either horizontally or vertically to the framing members. Walls that are designed to resist lateral shear forces and sheathed with wood structural panels typically require solid framing or blocking behind all panel edges. If oriented horizontally, block horizontal joints if wall is designed for bracing or as a shear wall. 1/8" spacing between square edges of all adjacent panels is recommended in accordance with industry standards for wood sheathing installation, 8' Panel Edges Panel Edges 4'Panel Edges 1/81, 77- The unique edge profile is designed to accommodate incremental panel expansion and does not teouite manual gapping along the 8' edges.* Step 2. Fasten the panels to the framing members with code approved fasteners. Space fasteners 6" o.c. along supported edges and 12" o.c. at intermediate supports, unless otherwise specified by local code or the designer of record. It is the responsibility of the general contractor to verify proper fastener type and spacing prior to installation. Apply the fasteners 3,18" from the ends and corners. An ideal installation would be where fastener heads are flush with the panel surface. However, due to variations in materials and limitations on equipment, this may be difficult to achieve in some situations. It is not required to tape over overdriven fasteners unless the fastener head creates a hole through the entire panel thickness. Please see the technical tire "Overdriven Fasteners in Zip System Roof and Wall Sheathing," on zjpsystem.com for more information. Maintain 1/8" space where 8' panel edges meet 4' panel edges. Unique edge profile does not provide the full 1/8" recommended space in the situation' Maintain 1/8" space where 4' edges meet. Unique edge profile is on 8' edges only.' M ZIP System" Tape Installation - all Panel Seams Apply ZIP System tape after all ZIP System Roof & Wall sheathing panels are fully fastened to wall -framing members. Only ZIP System tape should be used to seal the seams of ZIP System panels. Ensure that the panel surface is dry and free, of sawdust and dirt prior to taping. ZIP System tape is a contact tape that requires pressure for an adequate seal. Step 1. T ape all seams using ZIP System tape. Ensure that the tape is centered over the seam within +/- 1/2" to provide adequate coverage and that wrinkles in tape are minimal. Use the ZIP System tape gun or roller to apply pressure to the tape and smooth out any wrinkles. Step 2. Wherever tape splices occur at a horizontal or vertical seam, create an overlapping splice of at least 3". At T-cins, the tape pieces should overlap by at least 1". Apply moderate pressure onto the suhace of the tape to ensure a secure bond between the panel and the tape. Use the ZIP System tape gur, or roller to apply pressure to the tape and smooth out any wrinkles. Take special care to remove any voids and"Or trapped air at splice areas and T-joints. Step 3. Tape inside and outside corner seams, earn Note: Tape over any areas of the panel or tape that are damaged during construction. ZIP Systems' Roof, & Wall Sheathing Installation Manual NN ZIP System - Window Installationon D15CLAIMER: The toll owng steps represent a genera Dverv Aieto, thevrverinstallationdwnsowflashing. Please oe er 110/—Insull the ns; allancrr ns!rjc!orF o' vour mrzov, rrenufacwreas well ,a cote eauirements i, you, junsasclan for Ul installation details. Flanged Windows 1 Fasten the ZIP System sheathing to the wood frame and install ZIP System tape to all wall panel seams, as detailed in sections 02 and 03. 1 ZIP System tape may be used as pan flashing if installed in accordance with flanged window installation details posted on zipsysterr..corn. Other adhesive -based flashing tapes (must meet ICC-ES Acceptance. Criteria for Flashing Materials AC148)) may be used as pan flashing if installed per ASTM 2112- 07, Apply the flashing to cover the bottom of the opening, overhanging onto the sheathing by at least 2" and extending a minimum of 6" up each Iamb. 3. Apply sealant around inside face of mounting flange. Sealant must be gapped at the sill to permit drainage. Install and level window per manufacturer's installation instructions. Verify sealant compatibility with window manufacturer. When using ZIP System tape as pan flashing,", butyl, -,00 1, silicone or polyurethane sealants are acceptable. Do not use latex or other water - based sealants. 4. Cut two pieces of ZIP System tape or another adhesive -backed flashing tape (must meet ICC- FES Acceptance Criteria for Flashing Materials AC148)) and apply to each of the window Jamb flanges, ensuring the jamb flashings overlap the sill flashing. Once the tape is in place, use the tape gun or roller to seal the flashing to the sheathing. 5. Cut a length of ZIP System tape or another adhesive -backed flashing tape (must meet ICC- ES Acceptance Criteria for Flashing Materials AC148)) and apply to the header, ensuring that the flashing overlaps the jamb (lashings.' Once the tape is in place, use the tape gun or roller to seal the Hashing to the sheathing. DO NOT tape botiorn flange, 6. From the interior, apply polyurethane foam (for windows) between the rough opening and the window frame, (Caulk sealant compatible with the sill flashing may be used at the sill if the opening between the sill flashing and window is too narrow to allow the use of low-pressure III polyurethane foam.) When using ZIP System tape, butyl, 100', silicone or polyurethane sealants are acceptable. Do not use latex sealants with ZIP System tape. If using another flashing tape, follow the flashing manufacturer's recommendation in selecting a sealant compatible with that flashing. Brick Mould Windows 1. Fasten the ZIP System sheathing to the wood frame and install ZIP System tape to all wall panel I seams, as detailed in sections 02 and 03. it I 2. If recommended by the window I manufacturer, cut a strip of wood to function as a back dam at the sill. The wood strip should have a length equal to the width of the rough opening and a height and width of at leas', 1/2". Position the block at the inside edge of the window '!*'arne. ZIP System - Window Installation Brick Mould Windows (continued) 1 ZIP System tape may be used as pan f!ashing if installed in accordance with brick mould window installation details posted on zipsystem.com. Other adhesive -based flashing tapes (must meet ICC-ES Acceptance Criteria for Flashing Materials AC148)) may be used as pan flashing if installed per ASTM 2112-07, Apply the flashing to cover the bottom of the opening, overhanging onto the sheathing by at least 2" and extending a minimum of 6" up each jamb. 101 DISCLAIMER: The following seeps represent a general overvevv or the proper i.,s',allaitowinuov, flasNiro. Dlease de er to/consuh he, ristallation instuaions of your window manufacturer as well as node requirements i, your iurisriiciion for tJ1 rstallioior deais. 4. For vertical jambs, cut ZIP System tape or another adhesive - backed flashing tape (must meet ICC- ES Acceptance Criteria for Flashing Materials AC- 1481) and apply to each of the window iambs. Ensure that they cover the entire inside of the rough opening as well as overlap onto the sheathing by at least 2". Plashing shall also extend above the rough opening, such that it will project 1" beyond`' the exterior trim of the window. Once the tape is in place, use the tape gun or roller to seal the flashing to the sheathing. 5. Apply sealant to iambs and header allowing for drainage at the sill in accordance with window manufacturer' s installation instructions. When using ZIP System tape, use a butyl, polyurethane or 1001,a silicone sealant. Do not use latex or other water -based sealants with ZIP System tape. When using another flashing tape, follow the flashing manufac-turer's recommendations in selecting a sealant compatible. with 'hat flashing. 7. Cut a piece of rigid head flashing so that when installed, it is flush with the edges of the exterior moulding of the window. Apply a bead of sealant to the back and bottom surface of the rigid head flashing. Use sealant recommended by the flashing manufacturer. 9. Cut a length of ZIP System tape or another adhesive - backed flashing tape (must meet ICC-ES Acceptance Criteria for Flashing Materials (AC1 48)) and apply to the rigid head flashing, ensuring that the adhesive -backed flashing overlaps the. jamb flashings.ill i ji Once the tape is in place, use the tape gun or roller to seal the flashing to the sheathing. 10. From the interior, apply low-pressure polyurethane foam ( for windows) between the rough opening and the window frame. (Caulk sealant compatible with the sill flashing may be used at the sill if the opening between the sill flashing and window is too narrow to allow the use of low-pressure polyurethane foam.) When using ZIP System tape, butyl, 1 OOG,. silicone I I " or polyurethane sealants are acceptable. Do not i, use latex or other water -based sealants with ZIP System tape. If using another flashing tape, follow the flashing manufacturer's recommendation in selecting a sealant compatible with that flashing. ZIP System' Roof & Wall Sheathing Installation Manual HN gS DISCLAIMER: The followino Steps epreseri! a gerler,,j oje,viei& for the proper msiallatron of perietraiion fleshing. Please defer totor-,sjitZIPSystem - Penetration Openin your code raquirerriena In yeu. jun-Oictzor, for f,jil Ins,Nation details. 211 JI IM INA, `c I, VIDEP Or P,MC C 1IS- 1 rr- 11-11S AL, III- LL 4SaEM911 -.1 1 21PSYSTEM,' WALL SHE A7H-G WOO-, Vk I T 7 GAMEALSTUDS1 ell NCH G AP R E COINME N DE r) AT ITNEL EDGES INLESS 07HER, WISE PROVIDED BY MACHNEZ', PROFILE-- EDGES — INSTO L ZIP Sy5TEM6, TAPE OR ADHESIVE 5ACKED G' ASHHNG (MUST S EET A'_,'Ie IN iEO,ENCE =ROIJ CC, 73M All-E THEN 11 SETOPTOSo SURE SHINGiz LAP ClF ADHESNE RACKED FLASHING ZIP SVSTE1,rR TAPE!INSTALLED OVER , ALL JOINTS It, ZIP SYS7EMP VV4rLL SHEATHING, OVERLAP - A- - VINIVUM OF INC" A_ — 7- JOI.-S — 6CXES OR VEABRAN- Pi ASHING I z=_INCE; E_-_ 1,TriCA, BOXES 1— — 1 7" Sye".. L- Z -17.- 1 1,10D (il T S1 11-1 -- j T -, P.O - Ev R, P111ILED Z.rIlLif- 1- 1-T—P FA ILI J011, 7S I 7jP S—El 11U. _AT11-1 — D 1-1 - AIE I .11I.LM 01 4-. A — _,JU— S — 2,P Y' VrEW, TA'a Y' , lallellm C11-clr, s — S-EN 21r, r1rlT- I'LL 11 V. _-1 ZIP SYSTEM,& —L ' I— G, WOOD OR L-. , 1,1177 A STUDS l78.INCH GAP RECOMMENDED AT PANEL EDGES UNLESS 07I EH- RSVISE PRO ]QEDByMACHINEDPRDIFILEDEDGES — INSTALL ZIP SVETEr, 41c TAPE OR ADHESIVE BACKES, FLASHING JPUST MEJ AO; ASI INSEQUENCEFrCO J BST 7 DW, SIDES HEN -OP TO ENSP SHNSLE i N OP ADHESIVE BAKED FLASHING— ZIP SY17EI, 0, 1 , PE jINSTALLEO OVER ALL JOINTS IN 21P SYSTE1,0,1_' WALL SHEATHING} — OvcRz_AF - APE A MINl[,4JM _-P N; H A- ALL - JOINTS -- USE PLANGED VENT HOODS Y` > if ZIP System Sheathing Installation Details on Walls — visit zipsystem corn for more details. WALL ASSEMBLY A VtNYL/ WOODIFIBER CEMENT SIDING INSTALLED IN ACCORDANCE WITH CLADDING MANUFACTURER'S INSTALLATION RECONIIMENDATIONSI' ZIP SYSTEM61 WALL SHEATHING WOOD OR LT, GA. METAL STUDS OP EDGE OF FLASHING TAPED TO WALL SHEATHING WITH ZIP SYSTEMC TAPE OR ADHESIVE BACKED FLASHING. ( MUST MEET AC148) CODE APPROVED FLASHING FOUNDATION L AE4.I3tLY IEDT GOING IN,abI— CCORD -t WP C-DDIIIG .—ACTUADR' S INS -AL-A-$ ON ECGM—NDA-10 ZP` SIS'R - Elle 1 HEJNG100U O,AU A71 CA M TIL S: LIDS A IFCOII.FNDFD A- EI)CES jNj.ESS tiTHCR 1-100CSO 51 MACHINED PROFILE I EDGGS — 21P INITALLED C',EJF 1, JOINT N 2S'S'E.0 IDILL9 OVERLAP I A— A MINI IAA OF INCH A. ALL TJONT G PIP C-H ISE HNQOPI- EDEDGESIIRE ASA,ING IS RECUD By OESIGNER-01 REGi LEGAL l:13 DING CODE -- WALL ASSEMBLY BRICK VENEER AIR SPACE (AS PRESCRIBED BY LOCAL BUILDING CODE) ZIP SYS7EMC WALL SHEATHING WOOD OR L7. GA. METAL STUDS TOP EDGE OF FLASHING TAPED WITH ZIP SYSTEMS TARE OR ADHESIVE BACKED FLASHING. MUST MEET AC148) — CODE APPROVED BASE FLASHING - V, IEEP HOLES ;AS PRESCRIBED BY LOCAL BUILDING CDDE— V aASSEka BRICK VENEER AIR, SIACE 'A' LOCI, BJi DING CODE! I1A-EA N1 ZP SYSTEW - S -HII TA, j,- ODD OR GA. VIESTUD118-INCH GAP RECOMMENDED AT F," PANELEDGES UNLESS CTHER IVISE PROVIDED 8' MACHINE D PROFILED EDGES APCNS'A- ED ZIP DVE AN , i DITS IN , SIS- EWT 11, L SH- ATHING), U, OVE,RlAPTA1-- A MINIMUM OF 1-IPCH A- ALL T- JOINTS j v1-I,G>,SFP 1ECC, 1,,1IEN7)ED, AT VIZ;,INE P" FILED EDGE A EnZ1' ITDM€—L G-IEA'HING, AS REQIIPREI B' CUILDNG CODE Note; For optimal air leakage reduction, all untaped edges of the panels can be caulked. gasketed or sealed with a weather stripping material. ZIP System' Roof & Wall Sheathing Installation Manual ZIP System Sheathing Installation Details on Walls (continued) WALL ASSEMBLY BRICK VENEER AIR SPACE (AS PRESCRIBED BY LOCAL BUILDING CODE) ZIP SYSTEM(D WALL SHEATHING WOOD OR LT. GA. METAL STUDS TOP EDGE OF FLASHING TAPED WITH ZIP SYSTEM05 TAPE OR ADHESIVE BACKED FLASHING. MUST MEET AC148) — CODE APPROVED FLASHING WEEPS (AS PRESCRIBED BY LOCAL BUILDING CODE) — STEEL LINTEL INSTALL'VVINDOW IN ACCORDANCE WITH DETAILS 24A-24D OR 25A-25D — WALL BEYOND WALL BEYOND BACKDAM PER WINDOW MANUFACTURER'S INSTALLATION RECOMMENDATIONS INSTALL CODE -RECOGNIZED SILL' !PAN FLASHING IN ROUGH OPENING PRIOR TO WINDOW INSTALLATION. — TOP EDGE OF FLASHING TAPED WITH ZIP SYSTEM(El TAPE OR ADHESIVE BACKED FLASHING. MUST MEET AC148) — WEEPS (AS PRESCRIBED BY LOCAL BUILDING CODE) — CODE APPROVED FLASHING WALL ASSEMBLY BRICK VENEER AIR SPACE (AS PRESCRIBED BY LOCAL BUILDING CODE) ZIP SYSTEM@ WALL SHEATHING WOOD OR LT. GA. METAL STUDS WALL ASSEMBLY CODE APPROVED CLADDING INSTALLED IN ACCORDANCE WITH CLADDING MANUFACTURER'S INSTALLATION RECOMMENDATIONS) EXTERIOR RIGID INSULATION it DRAINAGE PLANE (MIN. YB") I ZIP SYSTEM'() WALL SHEATHING WOOD OR LT. GA. METAL STUDS TOP EDGE OF FLASHING TAPED TO WALL SHEATHING WITH ZIP SYSTEMCR TAPE OR ADHESIVE BACKED FLASHING. (MUST MEET AC148) CODE APPROVED FLASHING 7/ —'7 FOUNDATION XA, Note: For optimal air leakage reduction, all untaped edges of the panels can be caulked, gasketed or sealed with a weather stripping material. Florida BulldimCode Clidine Pace I of 3 7 lit — eRBCiS Home Lag 1, Oser Registration Hot TOPICS j Submit Surcharge slats & Facts PuDlications t FBC Staff Bcis Site Map Links Search Product Approval db- USER: Public User Pr p M nlicatjo-'St > Application Detail or AIon > El FL # L7006-R10 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPP_ 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 IKO Industries, Ltd 40 Hansen Road South Brampton, NON -US L6W 3H4 708) 496-2800 Ext 200 rmetzOO1@tampabay. rr.com Robert Metz rmetz00I@tampabay, r,_com BobE Metz REMCO of Pinellas 456 Avila Circle NE Saint Petersburg, FL 33703 727) 776-5261 rmetz0011@tampabay. rr.c.om Don Shaw IKO Industries LTD 120 Hay Rd. Wilmington, DE 19808 717) 579-6706 don. shaw@iko.com Roofing Asphalt Shingles Certification Mark or Listing FM Approvals - CER Locke Bowden Validation Checklist - Hardcopy Received 5 t_a _nd Ajr d ASTM D3161 modified to 110 mph ASTMD3462 ASTM D715S Class H ASTM E108 Yea— r 2016 2010 2011 2011 https:/"/ wrxA,-NA,.floridabuildin!z.orL,I pr! pr_app_dtl.aspx'-.Iparam=wGEVXQ'A-tDqse7mYBd7-b')K... 2/7/2018 Florida Building Code Online Pwae 2 of Product Approval Method Method I option A Date Submitted 10/08/2017 Date Validated 10/30/2017 Date Pending FBC Approval Date Approved 1/0 1/2 017 Summary of Products FL # Model, Number or Name Description 7006A Cambridge, Cambridge HD, Laminated architectural fiberglass asphalt shingle Biltmore and Biltmore HD 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 Approved for use outside HVHZ: Yes _-L 017fro-n FM, df Impact Resistant: N/A Design Pressure: N/A I 7- 11, Other: 2a'7--p f Quality Assurance Contract Expiration Date 2/31/2020 Installation Instructions ln_tr Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006,2 i Hip and Ridge 12 Cap This is a 12" a 12" fiberglass asphalt shingle used to cover the hip and/or ridge of an asphalt shingle roof system manufactured at 1KO's Kankakee, lil., Toronto, Ont. and Brampton, Ontario plants. Limits of Use i Certification Agency CertificateApprovedforuseinHVHZ: Yes _F,7006 _P10C CAC ASTM_L.-,462Ljnnqle letter Approved for use outside HVHZ: Yes 5,g, ve i 11 an. Impact Resistant: N/A fLZ006 P!'--C Cl( --r - A',-',', D3111 e-,, - 19_-26.: Design Pressure; N/A 1217) from FIII df Other: LL 70066 _P10C CAC Utter :_ASTM C3462 letter -(9-_L6- ZQ 1 7Lp,' f EL:7006 P 10 C CAC LtLler - ASTM E108 Ddl Quality Assurance Contract Elwpiration Date 1-2/31/2020 Installation Instructions for F91 FLZ22.L Verified By: Duc T Nguyen PE 65034 Created by Independent Third Parry: 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 _F,7 61 let-,- - "LZL Approved for use outside HVHZ: Yes f-om fM. Impact Resistant: N/A Design Pressure: N/A Q 1_I,, p d Other; L7006RI0 C Lelle, f,S-N' E'08 let f Quality Assurance Contract Expiration Date 2/31/2020 Installation Instructions F1-7006RI0 Instr uctions For FELFJL06_p 7006 P i 01 i I Ro—ofma)-P-rad —icts, cagmLnc- Ecce- Pi Li- b I I C _-cff Verified By: Duc T Nguyen PE 65034 Created by Independent Third Party: No Evaluation Reports l Created by independent Third Party: htt-Ds:/'/ u--,A,-A,,.floridabu*lld*ln(-,.oi-o-/'Pr./pr ap-p dtl.as-px"param=wGEVXQu,tDqse'/mYBd2b3K... 2/7/2018 Florida Buildina, Code Online Pace 3 of 3 7006.4 Marathon Plus AR, Superglass Plus 3 tab fiberglass asphalt Shingle manufactured at !KO's AR Brampton, Ontario, Hawkescury Ont., Toronto, Ont.; I Sylacauga, AL and Kanakakee, IL plants Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes f_,=:7006 R10 C CACLetter AS—pl D31151, Iecter -26- Approved for use outside HVHZ: Yes 221L/) fiQm_FM p_ql Impact Resistant: N/A FL7 06 RIO, C AC Letter Design Pressure: N/A 20!jL2_1' Other: Fr_7006 P,10Q Quality Assurance Contract Expiration Date 12/20/2020 Installation Instructions Installation Instructions por FBC FL7006 od' Verified By: Duc T Nguyen 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: FE Et Qsn js , qn R -j I h 14 The State of Florida is an AA/EEO employer 1 :: aC, , i 1- h Rgf n t m rit 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 e I er rOnic maii to firs entity, Instead, Contact the office by phone or by traditional mail, if you have any questions, please contact 850,487.1395. -Pursuant to Section 5— S(I", Florida statutes, effective October 2, 2012, licensees licensed under chapter 455, F's' must provide the Department with an email address if they have One, The iamaos provided may be used for offic;ai communication with the licensee. rroweve, email addresses are public record. 1 you do not wish, to supply a personal address, please provide the Department with an email address which Can be mass available to the public. To determine if you are a licensee under Chapter 455, F.S., please Click hgq_r L. Product Approval Accepts: 77 U a KE M Safe pr,"pr -i=NN GEN,'XQA,-tDqse7mYBd'-b'-,K... https:/,'-sA-\v,A-. floridabui Iding. org _app_dtl.aspx paran TECH NOLOGI ES October 27.2U17 KO|nduskies. Ltd 12OHay Rd. Wilmington, DE1Q8OQ Sir( a). PRI Construction Materials Technologies has completed a technical review and attached sealed shingle instructions incompliance the 2O17Florida Building Code. This review was completed based on the receipt of following evidence from IKO Industries, Ltd: 1) |KO Shingle Application Instructions - 3-Tab Shingles EN-3Tab_App| ns_8AGXEFS-2O12'11_na'nna ed2O13-O2-navO7/13-F|ohda) 2) |KD Laminated Shingles Application Instructions EN-Laminated_App| ne_8TTEFS-2O12-O4_reforma ed2O13-O2-nevD7/13-Fiohda) 3) |KDHip and Ridge12App|ioationInstructions EN-HipandRidga12_3HRTri-2013- 08_refurmatted2013-08) 4) |K0 Leading Edge Plus Shingle Application Instructions EN'3LEP-Tri-2012- 06_reformatted2013-03) 5) ASTN1 D3181 Test Report (FM Approvals Project No. 3040947) The attached instructions should be used in conjunction with the published msnutsoture/e application instructions and applicable code. | nthe event the instructions conflict, these instructions shall govern. PR|Construction Materials Technologies and/ or DucT.Nguyen, FLPEdonot have nor plan to acquire a financial interest in any company manufacturing or distributing products for which the test reports are issued. Signed: Signed: Managing Director Florida RegISTd-r— ed-Kofessional Engine'er pE.Number: *50x Date: October27 2017 Date: October27 2017 Attachments A)|KOShingle Application Instructions - 3-Tmb B)|K0Laminated Shingles Application Instructions C)| KOHip and Ridge 12Application Instructions D)| KOLeading Edge Plus Application Instructions Ko'187-02- 01 iogies, LLC-+/2 Badger Dnve Tampa, FL -13C,uTel m3- 621 m'W. Ko Installation Instructions for Asphalt Shingles Page 2mn IKO Shingle Application Instructions — 3-Tab Shinglem- ASTM D3161, Class F — IKO, Marathon 25 AIR and CRC Superglass M25AR)l NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH [KO'S PUBLISHEC APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION' CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to2O17FBC. 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 undedayment conforming to building code requirements, the first sheet over|appingtheemveputeotionby1B''.fo||owedbyfuU36^widthaovedapping eaohpnscadingoourseby19''urotherApprnvedunderlaymentsinaccnrdancewiththequa|ifiedapp|ioadon instructions. For areas where the roof slope is 4" per foot or gnaa1er, cover the deck with one ply of undedeyment|aidpana||e|totheeawas.with2''hohzonta||apaend4''end|aps. Apply metal drip edges ontop of any underlay along rake edges and directly tothe 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 0openetrate through plywood or3/4'into boards. Use 4nails 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 sothat nail head ie 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 aashown below, Ensure that nonail iswithin Zofajoint/cutout ofthe underlying shingle. Seal down each ehing\eattimeofopp|icatinnwbhthnae1^diameter(approx.eizeandthickneaenfaquarter)spoeofaaphmlt 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 e maximum overage exposure nf5'5/8 STEEP SLOPES DO NOT NAIL INTO OR ABOVE THE SEALING STRIP P Ri Co nstrucro n Maten als Tech noioc ies,uceoBaoaeron ve T am pap 336mTel m- 577/ 7Fa xm3- 621a,84 C e- mai I we tS itaI tcc: /w m t' com x0 mmaoauun Instructions for Asphalt Shingles Page aofn NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT, THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC UNDERLAYMENT: Applied in accordance with building code requirements. Forareas wherethe roof slope is less than 4" per foot down to 2^ per foot, use 2 layers of undedayment conforming to building code requirements, the first sheet ovedappingtheeeveprotectionby1A''.foUowedbyfuU38''vvidthsovedapping eaohpreuedingcouraeby1Q^orotherAppnovodunder|aymenCoina000rdancewiththequaUfiedepp|ioation instructions, For areas where the roof slope is 4" per foot or gremter, cover the deck with one ply of under|ayment|aidparaUe|1otheeoves.vvith2''horizonta||apsand4''end|eps. Apply metal drip edges ontop of any underlay along eke edges and directly tothe 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 topenetrate through plywood or3/4''into boards. Use 4nails per shingle placed inthe nail line 7-3V8 below the top edge, approx. 1^and 13'infrom each end. Drive nails straight sothat nail head ioflush with, but not cutting into shingle surface. NAILING ONSTEEP SLOPES: For steep slopes of21^perfoo (5O^)ormore, use Snails per shingle placed aashown below. Ensure that no nail is within 2" of a joint/cutout of the underlying shingle. Seal down each shingle sdtime cf app|icationwbhthn*e1''diame$yr(epprox.sizeandthiokneasofaquarter) aputoofasphe8 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 sea] to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat ofdirect sunlight. / EXPOSURE: Installed shingles shall have maximum average exposure of5'7/ ^ NAILING ' STEEP SLOPES AppuzAnow NAIL LINE PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH TxsOVERLAY AND UNDERLAY PORTIONS oprxFSHINGLE pmc om u w sr mu,ucawza, mn ao s a s u r axm s u e-mail we pmx°"n m o IKa Installation Instructions for Asphalt Shingles Page 4 of 5 PUBLISHEDNOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S APPLICATION ONS AND THE APPLICABLE CODE. CONFLICT, THESE ` • Gut 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. r r+fir . r r s r r r r i • r • ' + •• • i r r • • r • r r+ r. r+ i ++r rr r + +r + TAPER CUT PR Construction fAatenal Technologies, t G, 13ad er prve Tampa, 3361C, Tel 8 G1-c'7i Fax 8 62t 584C e.-mail mate5alstestinc;@pn mt.corn ,Ae'oS,te ntm:,Aw w.pncmt.com xU Installation Instructions for Asphalt Shingles Page acxs IKO Leading Edge Plus Application Instructions ASTIVI 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 3930''x131/4''(1OOOmmx336mm)|KDLeading Edge Plus strip ioperforated lengthwise for separation into two (2) shingles. Take one IKO Leading Edge Plus strip and fold flat at perforation to 3. Take one ofthe separated shingles 3S3/8^x65/8r(1OOOmmx1S8mm)and remove approximately 20/'(500mm), 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 bymnominal 1/4''( 6mm) minimum. Fasten the shingle tothe roof deck with nails located 3^1o4^(75 mmto1OO mm) from the eave edge and 1''(25mm) 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 byanominal 1/4''(6mm) minimum Fasten the shingle tothe roof deck with fasteners located 3''to4^(76mmto10Omm)from the rake edge and 1^(25mm)infrom each end. 5. Repeat Steps 3 — 4 for the right lower corner of the roof deck, NAILING: Use galvanized (zinc coated) roofing nails, 11 ur12gauge, with atleast 3/8" (9 mm) diameter heads, long enough to penetrate through plywood or 3/4" (20 mm)into boards. Use 4nails per shingle placed 3^to4''(75mmto1OOmm)from theeaveedgeandapproximate|y1^and13''(25mmand330mm)infromeauhend. G, 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 tothe eaves. The shingles shou|doverhongtherakeedgeendeavesbyanomina|1/4''(Srnm)minimum.Faah*nUheohing| ea10 thenzofdeckwithnai|s\ocated3''tu4''(75mmto1OOmm)fromtheeaveedQe.4nai|spershing| e. 7 Apply roof shingles an per the instructions printed on each product's package. Make certain the first course of field shingle lies flush with the edges ofthe fastened |KO 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 Constwtion Matenals 7 echnologies.LL0.ao Drive Tampa.. F!, 1-3610Tel m3-321-5777 ail, malenaisiesting@oncmcom WeCSiie hqp:/.kvww.pn,,m:._om Florida Buildinz Code Online Pace I of 2 T, 4 97 ? R) bcl' BCIS Home Log In use, Pegnti-apon Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search Product Approval USER: Public User e L2Ln, - Ap Coo, Search -"St > Applicati.. Detail FL2346-R7rFL # Application Type Revision Code Version 2017 Application Status Pending FBC Approval Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Testing Lab Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Warrior Roofing Manufacturing 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 115 Steven @Wa mor-Rool'i ng, net Steven Crew Steven@WarriorP,00fir,g.net Steven Crew 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 StevenOd WarriorRoofing. net Steven Crew 3050 Warrior Road Tuscaloosa, AL 35404 205) 553-1734 Ext 1024 Steven@WarriorP,00fing, net Roofing Underlayrnents Test Report PRI Construction Materials Technologies, LLC Keystone Certifications, Inc. 10/05/2021 Jesus Gonzalez, P.E. Validation Checklist - Harccopy Received Referenced Standard and Year (of Standard) tand_gjsl ASTM D226 ASTM D4S69 t-rl —ce -D ff Year 2009 2016 Equivalence of Product Standards Certified By Approved Testing Lab fl_-1 46R-1 E_-jv ,-C 2 2 / SFnda,-'E ul vae'!Q,--adf 1-i-utps:i'/"-,A-,kA,-.florida7bulldl'nc,,'pr/' r— app dil.aspx?parat-n=,,N,CTEVXQ-AtDqtOcSbnSk-nRps... 2,72018 Z: - P Florida Building Code Online Pare 2 of 2 Product Approval Method Method I Option B Date Submitted 01/17/2018 Date Validated 01/!7/2018 Date Pending FBC Approval 01/17/2018 of Products FL # Model, Number or Name 2346.1 15 and #30 roofing felt Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Primary roof covering should be installed immediately after felt. Roofing felt is not intended to be an unprotected weathering surface. 2346.2 15w and 30w roofing felt Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Primary roof covering should be installed immediately after felt, Roofing felt is not intended to be an unprotected weathering surface. Description ASTM D 226 Tested Installation Instructions f L2'3 f , R 7 11 n Ll 2lrys'.c P Verified By: PP,,' Construction materials Technologies, LLC Test Reports F- LZ-,74L.R7.._TR .."-S t RA orr..pff FLZ:, 46 R7_TP,_1OA —_eslr 'K nor, f ASTM D 4869 Tested Installation Instructions FL2346E7 T! lnsta!latia Verified By: PRI Construction Materials Technologies, LLC Test Reports EL. 2-46R.7 TR_15w Test Re2cjLLdf KE Eid ho, State of Florida is ar, AA/EEC employer, A:f a i- is m nt :: Set n 4'- m n Under Florida law, email addresses are culahc records. If you do not want your e-mail address released in response to a public -records request, no not send a, ach-oruc mail to this ert,ty. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487, '395, *Pursuant to Se, ,., 455.275(1), Florida Statutes, effective October 1, 201 2, licensees licensed under Chapter 455, F.S. most provide the Department with an email address if they have one. The amalls 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: 1- 77 Clredk' Card Safe 1- itti) fl-P 2 L'/7 /Z oridabuiIdina. ort,/ r/Pr app dtl.aspx?para-n-i=wGEVXQ/N-tDqtOc8bi-iSknRps... '018 NVARRIORci, ROOFING MANUFACTURING P. 0- BOX 401K * TUSCALOOSA,AL 35404 *PHONE (205) 553-1734 e FAX (205)553-1755 193 LEROY ANDERSON ROAD ® MONROE, GA 30655 * PHONE (770) 207-0695 * FAX (770) 207-0775 9 323 DEVELOPMENT.AVENUE * HAMBERSBIUIRG, PA 17201 * PHONE (717) 709-03113 * FAX (717) 709-0027 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 everyZ: 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 waterlengthaminimumoftwoinchesasyoumoveupthevalleyAo,,insure '-pr-,p 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. Florida Buildina Code Online Paae I of 2 s R, N K'S Home Log in User Registration Hot Topics Submit Sur--riarge Suats & Facts Publications %c staff 5CIS Site Map LIPKS Seacl b Product Approvalii.-C'USER: Public UserPLd,, r Lr_0q1L(JLAaPLQv-Le! —Menu > R_ro=L_Q_r_AMhCa i n. a I > Appliicatlon List > Application Detail E FL # FL158-P,10 Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DE;PP shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer CAST-CRETE USA, Inc. Address/Phone/Email PC Box 24567 Tampa, FL 33623 813) 621-4641 Ext 128 cparrino@castcrete.com Authorized Signature Craig Parrino cparrino@castcrete.com Technical Representative Craig Parrino Address/Phone./Email RD Box 24567 Tampa, FL 33623 cparrino@castcrete.com Quality Assurance Representative Craig Perrino Address/Phone/Email PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Category Structural Components Subcategory Products introduced as a Result of New Technology Compliance Method Certification Mark or Listing Certification Agency Miami -Dade BCCO - CER Validated By Miami -Dade BCCO - VAL Referenced Standard and Year (of Standard) Standard year AC1318 2014 TMS 402 2016 Equivalence of Product Standards Certified By Product Approval Method Date Submitted Method 1 Option A 10/1S/2017 https:,,/i,A v.floridabuildina.org/ r/T r_app dtl.aspx'param=wGEVXQN-tDqueql%'-bT71%... 2-1/2018 trP Florida Building, Code Online Page 2 of Date Validated 11/14/2017 Date Pending FBC Approval Date Approved 111121/20 17 Summary of Products I i Model, —Number--FDescriptionFL # or Flame 158— 1 1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes E .w RLQ IQ., ..17-0.$ f Approved for use outside HVHZ: Yes Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 09/11/2018 Other: Superimposed loads shall not exceed allowable safe Installation Instructions load FL 'l 5 & R 1 r-' II N 0 A 1 7 -2 8 2 L—i S_P_df f-1:8 Plrj 'I PICA 17-_282! -9__pdl Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: E9 HE 3kQl sl_gj, hPo T Utsss one 850-4 7-124 The State of Florida is an AA/EEC employer. LRajEg ntht C"_2- rr Pi ,' :: Lny_,,y 'qtgrnart Refund State' Under Florida Ia., email addresses are Public records. if you do no, want your e-mau 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 cortact, 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 small address if they have one. The emai!s provided may be used for official communication with the licensee. However emani addresses are public record. If you 00 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 tn,,rL. Product Approval Accepts: 77 9—D "01 7'a M Safe https:,',/'ww w.floridabuildinc,,.org,lpr.lpr app dtl,aspx?param.==-\vGEVXQAlDqueql%2bT71%... 2/11/22018 MIAMI-=MIA MI -DADE COUrNTY OEM= PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOAMIC RESOLTRCES (RER) 11805 SW26 Street, Room 208 BOARD AND CODE Al M_INISTRAT1ON DIVISION Miami, Florida 33175-2474 T (786) 3 15-2590 F (7 86) 315 -2 5 99 NOTICE OF ACCEPTANCE (NOA) iNNy,,N,.jniamidade.Luv/economv Cast -Crete USA, Inc. P.O. Box 2456", Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to Perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: (Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels Z 1 APPROVAL DOCUME, NT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details". sheet I of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4', 6" & 12" Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and scaled by Craig Pa7TIno, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miarni-Dade County Product Control Section. MISSILE MPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's narne or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words _Miami -Dade County, Florida, and, followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA -4 14-0903.03 and consists of this page 1, evidence submitted pages E-1, E-2, and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No. 17-0821.18 MIAM[kr,AIDIE C0=0Y Expiration Date: 09/11/2018 Approval Date: 09/28/2017 7 o 1 -7 Page I Cast -Crete USA. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS I. Drmih?a No. FD-d,612, titled "Precast and Prestressed LinteI Deiads" sheet !of], prepared by Craig Parr -ino, P.E., dated March 24, 2003 and DrcnvingNo. LT4612, titled Cast -Crete 4", 6"& 12"Lintel Safe Load Tables", sheets I thrortgrh 3 of 3, prePOTed by Craig Parrino, P.E., dated March 24, 2003, last revision 41 dated April 28, 2003 both drat-vings signed and sealed by1 Craig Parrino, P.E. TESTS I. Test report onflexitrol testing on 4 ", 6 " & 12 " Precast Concrete Lintels Filled and Unfilled Models, total of (13) concrete lintel specimens, per ASTV E-529-94, prepared by Applied Research Laboratories, Report No. 30404.1, dated 04110103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS 1. Calculations for Cost -Crete Lintels, dated 05129103, 207pages, Prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete Lintels, dated 05129103, 140pag-es, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Mammal for Cast -Crete A,,,fachine.Allade Precast. Lintels revised on Afay 1, 2002. 2. Cast -Crete Quality System lVanualfor Prestressed Products dated 200Z 2. EVIDENCE SUBMITTED UNDER PRE, VIOUS APPROVAL 4 08-0320.09 A. DRAWINGS 1. Drmi,incy AV FD4612, titled 'Trecast and Prestressed Lintel Details'; sheet I of 1, prepared by Craig Parrino, P.E., dated March 24 2003 and Drmving AV LT4612, titled Cos! -Crete 4 ", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated -Warch 24, 2003, last revision dated March 11, 2008. B TESTS 1, 1vone, C. CALCULATIONS I. _None. D QUALITYASSURANCE 1, By Miami -Dade County Building Code Compliance Office, E. MATER-LAL CERTIFICATIONS 1. bone. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.18 Expiration Date: 09/11/2018 Approval Date: 09/2812017 E - I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMrrTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 9 12-0209.12 A. DRAWINGS 1, Di-cm4n,- No. FD4612, titled "Precast and Prestressed Lintel Details,", sheet I of 1, prepared by Craig Parrino, P.E., dated Alarch 24,2003 and Draining No. LT4612, titled "Cast -Crete 4", 6" & 12 " Lintel Safe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated JMarch 24, 2003, last revision dated March 11, 2008, all signed and sealed by Craig .Parrino, P.E, on March 22, 2012, B. TESTS T None. C. CALCULATIONS 1, None. D. QUALITY ASSURANCE 1. BylriaMi-Dade Couni))Deporlmenl ofPermitting, EnWronment E. MATERIAL CERTIFICATIONS 1, None. F. OTHER 1, Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, RE, Certifying complia7)7ce with the Florida Bziilding Code, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 13-0321.07 A. DRAWINGS I. None. 1. None. C. CALCULATIONS L None, D. QUALITY ASSURANCE 1. Bykhami-Dade CowityDepartment Of Re cljdatOr-Ya77dfconomie Resources (RER). E. MATERIAL CERTIFICATIONS 1. None. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NO A No. 17-0821,18 Expiration Date: 09/11/2018 Approval Date: 09,/28/2017 E - 2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SIMMITTED 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 4 14-0903.03 A. DRAWINGS 1. Dra-ving No. FD4612, titled "Precast and Prestressed Lintel Details", sheet I of 1, dated 0312-,V03 andDrawin-JNTo, LT4612, titled "Cast -Crete 4 ", 6" & 12 Lintel Safe Load Tables", sheets I through 3 oj3, last revision dated 06112,114, all prepared, signed and sealed by Craig Parrino, P.E., on 08119/14. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 08,119112014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., sigved crud sealed by Craig Parrino, P.E. D, QUALITY ASSURANCE 1, By MiaMi-Dade C01071y Depal'077CI?t of Regulatory and Economic Resources (RE-R). E. NLATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cost -Crete USA, Inc., dated 0811912014, signed and sealed by Craig Parrino, P.E.) . compliance with the Florida Building Code, 2014 Edition, certifying 6. NEW EVIDENCE SUBMITTED A. I)RAWINGS J. None. B. TESTS 1. -AT071e. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE L By A2ial?7i-Dude Couniy Department of Regulatory and Economic Resources (RER), E. MATERIAL CERTIFICATIONS J. A"One. F. OTHER I Compliance Letter with the Porida Building Code, 2017 Edition, issued by Cast - Crete USA, Inc., dated 08/08117, signed & sealed by Craig Parrino, P.E. I 4 Cy Helmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17 -0821.18 Expiration Date: 09/11/2018 Approval Date: 09A28/2017 E - 3 oHIGH STRENGTH PRECAST AND PRESTRESSED CONCRETE LINTELStls- fYPE "B" SIIRRU P", TYPE "A" STIRRUPS- IMCAL T C" SNAM44-5-j --- 47 ttjfQacjNG CAGE -MIGUL 12' ve" 5/8- T 1 6 1/4- 14' 3 2 i-- i ou, F, I MN IT, e :1. Ilifl-l' 13IFY.Ups L ol z_ I'v - 4 -5,9up pl L LBEH V) lu 12' A-UHM 12"- FUXAS'L-V-LUMEL F.A F-T ATE.M. IT B A TfTIfO DY COFYAMM tAW5 M CMIOT K PTPRODUt- OR DIsIMR"TrDATATBLEI- RATTA-TABLE am'i' Ulu Mry (2) is MAR F, 2 p Tfon T2 j3 vtvxfi L2-IQ-ASJ--U=L1NTEL., t yop I 0,,11- ,IF IRIOO MISDIT 11SI-IRETE FI., TYPE LE, I. ---- Y-V EOl/ IIR Z-2BAR 3 -5- 0T.47- -179-JR MeAR i, 4 _I T A 7--s -0-7 P-ITUR 4- 3r-gTlq ;1`2- 1/, ETA GFNERAL NOTES: E_ IFT ENT --6-r O-OL3 5 FAM T 2 7 2 -AR I zz PAR 2 tc Np, Tuff- 15TUX11 7'-IE' -2 M 7 2 I It W R PtIll MR IR MIT lIO OF,— RMI-- IAII FOR EXA.MV-4, 0,101 406 Tom -F-a 13 R[F 91-C 2.'-0 6- - ITRp-RR-oA-59- 10-1, 22 1::51 3- 1.11R. -IL -11 t 1- "It Nl TO - 11"SH "T' IV - 4, mn HIZE, I 1-11T TO' I I R t 0 - iiF. 6- 2-5- IMR 121, IFR I T- -4' EV2 LIN L PADA5TUA TAKEjE OF nA1-5-kum -if al TY M JV 4 -fioFIE I L11; -1-- — - -- is RESAR Ii/A 410- 5,6TO n- -ir gVve -AR 4 - 1 3 1 RIP" 4 - V-2 I A 4 16 6,643 17 1 E- - IpE 3+A- v - c i ii'oi p R 4ii -, -7m 0.2Ot 4520 _ v 'Tw fR' FC; N A I 12" CAST W/ TABLF o"11ji"g C'0" 14 ITT7'-6- T,655 4 14 RED 0 1 -k 4 ii-9 j iis A'-v Th OF 04 piul' 1-A' A- AWAR 4A-16 4A c) -P-/ 7 GRAIG PARIANT) 13 REM7 1 PUSAR 3 k 243 0 -2. , '\ . 7 proxg y-a- H/-A 4 of 6324 CH10 T7 OAO -R 579 0 SUFNER, Fl 33581P, z 17'- C -E- cif -A I _U 4 0 FL P EOW LIG No. 14 756 lk ILI fi7 PRECAST AND PRESTRESSFI) UNTEL DETAILS FWFW' WwH--I4--I win iwi AS sqoV FAARmo, F TW01G fM12 PUT! I Of I ul,uoq EIQ_TES ZIEll". pI'l,U dgq" , Vol"'-), tamp 611 - b- netr 4qlItoP,f e;, "I1k'. AC2x Zu, per 70 Fes, M o, S 2) M W, kd RAdl-1 b-I'd on 1p*— A inch rronn a1 b-i% f_,eplio,b S,f, k,,dI,f fJmRI g 4ua, 12U8 -d IMU5 rarer be ,&,,d by7. A b-9 In — g1h 1. 1 l than 6 12 bdze3) Pro OIA —W W and head joW, 4) the —A" d, pore 01-Mcates the p"".1redvelmn for A 40 Twid M,d 17'- 1147. 14tdAd 12F24 20 28 (ste1 )228of1428pq5) AMbW, ,,*, I ""'W"ll " i'll;1" 1M. ."0 1, p 4' 1, larger W, -.Rd ON UseUI, fi,,A, d R, —Mm, - 0 U. floM. 81*019 C,e , -R I CIA Alo, qpk 1 E, 6) ChO. PW Wei, nsraT& r d. 7) 4' odd Dd,s 1d be mld w/ 4' dq.-b. 1-;... M and 8' d.-m "MI'M, 8) insl B t! / 71.) t f I"Y roust comply .;Ih the d-—M, 9) T), djq,,jh mayJo, J, I— the to toad bides by IINy Irom the 10) IOE R,,AR.W 11) 13.11— R"m + Me,l rebel, b, be I—W et 16e hAl-I of {ha lintel ."Ry, JYFE—DESIGNATION 1 2 1`16-2(/ 2 r 12) 6' /i 12' thgH, - .-i R, d .;ih 5-1/2' 1.9 notch,, of the sods to accamodole -kol cd and q-U,,q, 13) To, We6.1 -f- of W111 ; nslllld h, 11614sr 1-11te masonry wolfs111 Ing d M,,- "plild In c-do— A ASTIA Cother W dpptmed -1n9 14) iinieln toa&4 s<mvRaneoda3y ,Rb —li'd 9, , I,Oim) d hc6-w (W",A) bade dl.,,W be n, combined Izz;ah the Wwg bRpt4 ntd!_Ord Im"', IOI-ltl S 1,0 W, - u"A IVA S.I. 1-d 15) For canpavy., rhl h,glds not d.., use xd, toad b_ rv.A b"- h63M 'N- 16) for UM k,lh, -t shown, '- .1, kd 1- - 1 1-9.t length sh-, 11) S.h, hods are npd.p-4 dbnW, loads. 18) lb, h.d, based ,n dli—I &MN anelynia per KI 530 and AU JI& 19) M4,11-1 W"d load can be Wdd, d by the designer byp-4q;.ddM-l masonryf tm,fd ! 101,y 11dll (ROM) 0,- 1h, NMI[ Seeske,fi 6m SEE SAT LATEM IOAD h, TABLES FOR LOAD RAIING K FA HADDLIONAL Rt R JFO CE 0 Cmu (Rcmu) FULL COURSE 1) 15 REPAR FOR6- LEIS N12' 1/2' Cl R I'YP--/ 2) 15 IMW? MRLINILLSCR40o, CRGO IlR0j)UcrRrlv1 ri, M 6F8 6F12 Cttts it . 1 0 z N (I) N (I) l-O c- T 5Je ACim 12" ItOMIOAL Y1101H4S86F32 11T.OER OF 6F28 6F24 SAFE LOADS FOR 4" SOLID LINTELS GRAVITY UPLIFT I. A'IFPAI- TYPE LENGTH 4 S8 TYPE I_ ENGT 4SB 4S8 T -C ( 42") PRECAST 1180 S- 6' ( 42") PRECAST 687 371 4'-0- (48-) PRECAST 959 4'-0' (48") PRECAST 597 320 4'-6" (54" PRECAST 789 4'--6' (54") PRECAST 529 258 5'-.10_(70`) PRECAST 460 5'-10"(70") PPI CAST 407 1,18 6'-6- (78") PRECAST 360 6'-6' (78'*) MCAST 366 118 90") PRECASI 260 7'--6' (90") PRECAST 280 87 CAST 156 9'--4' (112') PRECAST 187 55 10'-6'(126") PRECAST 116 10'-6-(126") ('RECAST 152 113 6rl6 I. 6F20 12M 4, Al I, 12F28 121--24 12F20 PR MA 1177 11 fiVis? 1, ll' ilh (It, Fl"Od" TF Atcpq14 - o 1_o CfIAII PARRIND 6324 CR 570 SEFfTd6R FL 33584 P I- M. t* 44756 Ian CAST —CRETE 4", 6" & 12" LINTEL SAFE LOAD TABLES fRC RY.. MIM Man smfl.. imc! t/24/03 1 mCKV) gf:_ kk WRVIO, A.E. RIG. N, M56 I VRAWIIM:tlo. 11112 —I'll,, 1 11 1 12FS 121`12 T A/ SAFE GRAVITY LOADS FOR 6" PRECAST U-LINTELS FOSAFE LATERAL LOADS R 6" PRECAST U,LINTELS SAFE UPLIFT LOADS FOR 6" PRECAST U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT SAFE LOAD PLF SAFE LOAD POUNDS PER LINEAR FOOT TYPE77 WEI6f8-10 6F12-IB6FI6-186F20-196F24-156F28-106r32-19 TYPE 6 U8 6F8 Rcm TYPE 6r8_ IT 61712-116I`16-IT 6F20-17 6F24-I1 Ma -IT 6F32-17 LENGTH LENGTH 3'- 6" (42-) PRECAST 2332 2676 3892 5050 6148 7227 8297 9357 S-6' (42") PRECAST 567 1055 596 Y-6- (42') PRECAST 1412 2074 2715 3356 3997 46.38 52/9 4'- 0" (48") PRMASI 2025 2313 3892 5050 6148 7227 8291 9,557 4'-0- (48-) PRECAST 487 787 445 4'-0" (48') PRECAST 1225 1800 2357 2913 3470 4027 4583 4'- 6- (54') PRECAST 1654 1881 3633 5050 6148 7727 8297 9,557 4'--6(54") PRECAST 116 609 344 4' 6" (54) PRECAST 1083 1592 2084 2577 3069 3562 4055 PMCMf 1067 1260 2198 3557 5734 7221 8297 8 275 5' 10'(70-) PRECAST 831 1222 1600 IM 2357 27M 5114 5'-10"(70') PRECAST 300 350 198 6'--6' ( 18") PRUASI 949 MAI 1831 2850 4328 6737 8291 9,35/ 6'-6- (78") PRECAST 263 496 157 78') pj?FCASj 723 1097 1437 1777 211/ 2457 2791 ii" (90') PRECAST 779 883 1459 2188 3151 4524 6654 0357 7'-6' (90-) PRECAST 222 367 116 7'-6- (90-) PRECAST 648 863 1249 1544 1840P, 2135ti 2431(,1 If 1111--VP Ni 9'- 4" ( 112") PR[CASY 584 660 1056 1523 2084 2795 3731 5011 9'- 4' (112") PRECAST M 552 4 g'--4" (112') PRECAST 575 571 980 1252 1492 17,32 1972 1-1) IP l"', 10' -6' ( 126") I'M CAST 103 566 895 1270 1706 2736 2898 3741 PRECAST 151 276 58 10' - 6' (12 6") PRECAST 514 462 787 1121 1336 155 1 1166 1-,) 11'- 4" ( 136') PRECAST 451 513 805 IM 1507 1952 2492 3163 1 I'-4`(l 36-) PRECAST 139 311 49 11'-4- (13S") PRECAST 474 404 685 985 1213 1442 1645 L,-- J' P u. 12' -W( 144") PRECAST 425 477 744 1042 1377 1769 2238 2808 12'-0"(144-) PRECAST 131 277 44 12'-0- (14 4") PRECAST 454 387 619 888 1093 1299 1506 1 13'- 4" ( 160') PRFMIT 373 417 646 895 1170 1485 1852 22,85 IY- 4"(160-) PRECAST 117 223 35 PRECAST 4021, 308 516 7156 SlS, I D"S 1247 14' -()'(168") PRI fAST 351 392 605 835 1087 1373 1703 2087 14' -0- (158') PRECAST Ill 202 32 14' 0- (168-) PRECAST 311 285 475 677 831 9F39 1141 I 1' 4" (208) PRECAST FI,R 299 455 620 794 985 1198 1437 17 4"(208') PRESTRESSED N.R. 13() 21 17'--4'(208" PRECAST 253 20B 338 693 803 IL O Till WADERS IN FARENTIESIS ARE PERCENT REDUCTIONS FOR SEE GENERAL NOTE 18 THE NUMBERS IN PARINTHESIS ARE PERCENT REDUCTIONS FOR GRADE 40 Hill) ACPAD REM, SEE GENERAL NOTE W 4 GRADE 40 FIELD ADDED HEBM SEE GENERAL NOTE No. 4 C ,I,! ORIZ I. IS yQrs P cA iE N 44 T F iq, T R i ' CRAIG PAMR40 py) -, I00, 6324OR579 66o" 4 SEE GENERAL NOTES - SHEE1 OF 3 , SET NER.Ft, w84 rt PI Uc N0, 44756 REVISION__ _ D"l I-- o:if 11miCAST-CRETE46 & 12" LINTEL SAFE LOAD TABLES JA NAKF 3 1 Ago 6 or'UH-14 ou I" ARRAUD SIAU: K1.5. o- 44 ME RAVF' WN MAY, -----IT4512- -smu F Ij DAM 3/24/03CIfEYM89; CpAO PARMP0, F'E' - pm R, w56 SAFE GRAVITY LOADS FOR 12" PRECAST U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 12U6 12F8-28 12F12-28 12Fi62D IM13 29 IMA-29 12F28 28 12F32 29 Y- 6" (42") MICAS[ 3128 5000 5838 7619 9352 11060 12155 14435 4'- 0' (49') PRKAST 2923 4232 5838 7619 9352 11060 12755 14438 4' 6" (54") PRE-CASI 2396 3464 5304 7619 9352 11060 12755 14438 PRECAST 1612 2320 3218 5234 8487 11060 12755 14411„ 6'- 6" (78") PRECAST 1383 1986 2679 4196 6421 10032 12755 1443£) 90) PRECAST 1138 1628 2131 3218 4676 6756 9763 1352q„ 9'- 4" (112") PRECAST 795 1216 1535 2230 3083 4167 5593 7552, 6 ( 126") PRECAST 614 1043 1295 1853 2516 3323 4334 56321 IV-- 4 (1,%") PRECAST 518 945 1162 1649 2216 2893 3719 4746In 12'-- 0 {144") PRECAST 456 878 1073 1513 2020 2617 3333 42061„ 13'-- 4' (160") PRECAST 359 767 „ 926 1294 1709 2188 2743 3409?„ PRECAST 321 720. 865 1204 1584 2017 2451 3106{, 17' - 4 (208) PRICAST tJ R 461 tl 6311„ 8811,y 1141{e 1428{H 3 501a 21027, 19'= 4 (2.32') PRLMI T R, 343,4771,, 7001, 9nt 1152,, 13801 1609{ 1) Tti£ EEYIF#RS Ni PA'ELNDif,9x' ARE i'£tiC£N( RECXW,45 F4R CR* f 49 FIND AMU) RIFM. SEE f,ENEM, HOIC NO, 4 SAFE GRAVITY LOADS FOR 12" PRECAST wl2" RECESS DOOR U-LINTELS SAFELATERALLOADS FOR 12" PRECAST U-LINTELS SAFE LOAD PLF TYPE 12U8 12F"8 RCIJU 3'-6" ( 42') PRECAST 1295 _4,841 393 ,, 4'-0" ( 48") PRECAST 1295 4841 2994,, 4'4" ( 54") PRECAST 1049 3922 241 t" 5'-10-( 70) PRECAST 681 2547 15521„ 6'-6 ( 78") PRECAST 519 2167 123JM 7' 6" ( 90") PRECAST 474 1771 91404 9'-4" ( 112") PRECAST 355 1326 5801,4 PRECAST 306 1143 454CI I V- 4' (136") PRECAST 278 1041 388Ol 12'-0"( 144) PRECAST 260 971 345, 13'-4 ( 160') PRECAST 229 857 278?y 14'- 0 ( 158') PRECAST 216 809 251i I'- d ( 208) PRESMESSE0 N.R, 6331 162", 19'-4 ( 232) PPESTRESS£D M.R. 5341 130{ SEE GERER1S N+oTTE 18 SAFE LATERAL LOADS FOR 12" PRECAST wl2" RECESS DOOR U•LINTELS SAFE LOAD PLF TYPE 12RUJ12F 6 RCMU LENGTH 4'--4" ( 52') PRECAST 1295 3692 2581, 4' C" ( 54") PRECAST 1213 3458 241 , 5' -8' { 68') PRECAST 784 2236 1650,, PRECAST 747 2129 1552m 6'-8 ( T 0) PRECAST 602 1716 117 7'..-6 ( 90) PRECAST 504 1438 914PN 9' 8" ( 116") PRECAST 355 1011, SAFE UPLIFT LOADS FOR 12" PRECAST Ll-LINTELS 1) TOC. 1MdBERS 01 PA2E1m4Esn ARE Pmaw REmwiNS FOR GRADE 40 OFtD AMO REW.- SEE GEKPAL R9/E tl0. 4 SAFE UPLIFT LOADS FOR 12" PRECAST wl2" RECESS DOOR U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT TYPE 128T6- 2T 12RTii7.21728fl4-2t 12Rf18-2T 12RF22-2T I't26-2i 1212f.76-2 LENGTH _ 4'-4" ( 51) PRECAST 1626 2685 3746 4806 5867 6928 7989 4'--6" ( 54") PRECAST 1558 2582 3602 4623 5543 6664 7684 5 -8" ( 68") PRECAST 1210 2042 2850 3656 4466 5273 6081 5'-10"( 70") PRECAST 1173 1984 , 2769 3553 4338 5123 5908 C-8" ( 80) PRU AST 1020 1, 153814 2426 {5 3114 3802 4489 5177 1 6" ( 90) PRECAST 90401) 1226 2163 2776 3390 4003 4617 o,8, ( 116")PRECAST 7031„ 77114 1WO, 2181{" 2663i,,, 31451n 3628p, 1) ME NIMBY-RS IN PARMNES6 ARE PETICENT RE00CEIMS FOR EP OARERS IN PARENM4:S1S ARE PERCENT R£UUG1011S EON Q.7 FiLtU ADP€17 N0, GWIA, 49COOMADRF.N.R. SEE CENUOL MOTE NO. 4 m° EN 40 RE[UR. SEC CEH£PAL 110tE 9 n t iv . 4#7 C1` r't' 20DUC Pt?t Vli1 to r+ s arnP(yjnp oi, i1 ii rLlp fA id gC.d T ' Fl 77Iz4/ T;v8t,{.11 EU b Cf#AIO PAflRIPdO Rey-s> tr hn ie} o L45' c j A4fa',-2 ?, •.< Ci'R'i' `•, 6.424CR679 R avaaaa, 1 +++ SEE GENERAL NOTES -SHEET 1 OL 3 + FLP.FFTrt No 447%,- tfie HYJ) y t7AiAE 4HAii[ E REViS10! ._ 1j1 G_E AlE 4/03 111108 8 12 14 bVEMSE_ R OF a_ T1L`7 IL"' ilwCA — _ 4", 1LINTEL z" )ra RE NA4[ !4&AtNN 8Y ItM, U# A&Nkdi D - F_ SAFE LOAD ABLES SCdi E: NT.S. .. CP G61tE Fi AT, ijts /15i(3(7 _ ___- n,'o:'Y ti4y iTU87 ikn+ milt 3724/o CHEalo BO OPAK mpiR140, P.E, REG. Hp, 44156 08A%I}MkO, UWE 3N[Ct 3 Of 3 MIAMI-DADE:ffl MIAMI-DADE COUNTY ffi PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOKIC RESOURCES (RER) 1 IS05 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) NvwNv,miarnidade.gov/economy Cast -Crete -USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governingoverning 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 AIIJ), 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 A14J may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Buildin-, Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through I3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSME IAVACT RATING: Large and Small Missile Impact Resistantt, LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. REN-EWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building node negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA, ADVERTISEMENT: The NTOA 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 # 17-0227.15 and consists of this page I. evidence submitted pages E- 1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, P.E., M.S. NOA No, 17-0811.19g- ggggm MIAMI-D) PEC 0 LJ N T Y fi Expiration Date: 05/21/2022 U ME] Approval Date: 09/2812017 fi aS/ 2-0 17 Page I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED I. EVIDENCE SUBMITTED _UTNDER PREVIOUS APPROVAL 996-0613.01 A. DRAWINGS 1. Draii4ng No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details ",,prepared by Craig Parrino, P.E., dated 06107196,revision :9] dated 11108196 sheet I of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables ",.prepared by Craig Parrino, RE, dated 06107197, revision. 44 dated 04128198, sheet, I of 1, both, drawings signed and sealed by Craig Parrino, RE, B. TESTS 1. Test report onflemral testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete , splintelspecimens, per ASTAIE-529-94, prepared byle pa Applied Research Laboratories, Report No. 29 702B, dated 07130197, signed and sealed by Christopher A. Hannon, P.E. C. CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. 2. Calculations for Cast -Crete 8-inch Lintels, dated 11111196,. 45pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, PE. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo 144 dated April 1996fior cement bySouthdoim Brooksville Cement Laboratory. 2. Mill CertfiedInspection Report 420-827.5 dated 0612 0195 for pre -stressing strand by The Crispin Company. 3. Mill CertfiedInspection -Report 1-i20-8345 dated II /13195 for pre. -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report 4'2111-078240 dated 04125196,for 43 rebar by Ameristeel. S. Mill Certified Inspection Report 484-A119614 dated 02129/96for 95 rebar by Birmingham Steel Corp, 6. Mill Certified Inspection Report -958-A 66332 dated 01128196fior #4 rebar by Birmingham Steel Corp. 7. Alfill Certified Inspection Report 484-,V20749 dated 04105196for 45 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report 984-M19805 dated 03106196,for IN rebar by Birmincrhain Steel Corp. 9. Mill Certified Inspection Report 4184-M21208 dated 041112J/96jbr 44 rebar by Birmingham Steel Corp. 10. JI&H Certified Inspection Report 1-4784-AL10652 dated 041103/96for -45 rebar by Birmingham Steel Corp. Z Oclrny A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0521.19 Expiration Date: 05/21/2022 Approval Date: 09128/2017 E - I Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Cent if, ed Inspection Report -484--AI20 749 dated 04/05/96for 45 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete jAlfachine -Allade Precast Lintels dated 0.5114196 13. Quality Control 11anualfior Pre -stressed Products dated 03120195. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 901-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. NOne, 3. EVIDENCE SUBMITTED UNDER PREN7101JS APPROVAL 4 03-0605.05 A. DRAWINGS: L Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheet I of 1, prepared by Craig Parrino, P. E,, dated June 7,1996, revision:42 dated January 28, 2003, and Drawing No, LTS, titled "Cast -Crete 8 " Lintel Safe Load Tables ", sheets 1 & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 445 dated A..,farch 24, 2003, all drm,vings are signed and sealed by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per.ASTM E-529-94, prepared byApplied Research Laboratorlies, Repoi -t jVo. 304043, dated 04123103, signed and sealed by Christopher A. Hannon, P.E. C. CALCULATIONS: I. , aZC i ezilations,for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, Prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1, QllalitySystem r1,Iamuolfior Cast -Crete -Alfachine AJade Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quali, ; System ,Vanzialfor Pre -stressed Products dated 2002. lelmy A. Makar, P.E., MS. Product Control Section Supervisor NO No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 Cast -Crete USA. Inc. NOTICE OF ACCEPTANCE: EVIDENCE SURMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUSAPPROVAL 906-0222.01 A. DRAWINGS 1. Drm+,ing No. FD8. titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3,prepared by Craig Parrino, P.E., dated Diane 7,1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino,.P-E B. TESTS 1. None, C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1, By -Alfiami-Dade. Building Code Compliance Office, E. MATERIAL CERTIFICATION 1. None. F. OTHER L Letterfirom Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P.E. 5. EVIDENCE SUJ-BMITTED UNDER PREVIOUS APPROVAL 4 11-0121.04 A. DRAWINGS 1, None. I. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By kfiami-Dade Building andVeighbOrhOod Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None, F. OTHER I. Letter from Cast -Crete Corporation, dated3a.nuary 18, 2011, Signed by Craig Parrino, P.E., cert" Ding compliance with the Florida Building Code, 2007 Edition. y004elmy A. Makar, P.D., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/2017 1 - 3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUB-MITTED 6. EVIDENCE SUBMITTED UNDER PREN71OUS APPROVAL412-0209.13 A. DRAIVINGS 1. Drawing No. FD& titled "Cast -Crete 8" LintelFabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17,2006, signed and sealed by Craig Parrino, P.E., on Afarch 22, 2012. B. 'TESTS j. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mimni-Dade County Department of Permitting Environment, and Regulatory. ffairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1, Letterftom Cast -Crete Corporation, dated 0210312012, signed and Sealed by Craig Parrino, P.E., certifying compliance ivith the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drcming No. FD8, titled "Cast -Crete 8 " Lintel Fabrication Details", sheets I throzigh 3 of 3, prepared by Craig Parrino, P,E., datedJiine 7,1996, last revision dated Jame .12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch .Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed sealed by Craig Parrino, P.E. D. QUALITY ASSURANCE T By Miami -Dade County Department of Regulatory and Economic Resources (R-ER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. . Letter from Cast -Crete USA, Inc., dated Au,,vst 19, 2014 signed and sealed by Craig Parrino, P.E, certi ping com ,pliance with the Florida Building Code, 2014 Edition. I I /I bl, elrny A. Mahar, P.E., -M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21!2022 Approval Date: 09/28/2017 E - 4 Cast-CLete _TJSA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SU13MITTED 8. EVIDENCE SUBIL11TTED UNDER PRE, VIOUS APPROVAL 416-0126.03 A. DRAWEGS 1. _None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1, By Miami -Dade County Department of Regulatory and Economic Resozirces (RER). E. MATERIAL CERTIFICATION 1. ATone. F. OTHER j. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, RE., certifyina compliance ivith the Florida Building Code, 2014 Edition. 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 417-0227.1.5 A. DRAWINGS 1. Vone. B. TESTS 1. Tl` erification Test report onfleUral testing on Precast Concrete Lintels Filled Models, total of ( 8) concrete lintel specimens, per ASTME-529-94,prepared by FTL, Report No. 16-0425. 08, dated 01126117, signed and sealed by Idah7nS Ortega, P. E. C. CALCULATIONS 1. None. QUALITY ASSURANCE 1. By _ Albami-Dade County Department ofRegulatory and Economic Resources (RER), E. MATERIAL CERTIFICATION 1. None. elmyA.Makar, P.E.,ML.S. Product Control Section Supervisor NOA No, 17-0821.19 Expiration Date: 05/21/2022 Approval Date: 09/28/20177 E - 5 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 10. NEW EVIDENCE SUBMITTED A. DRAWINGS J. Vone, B. TESTS 1. Norte. C. CALCULATIONS 1. None. D. QUALITY ASSUR-kNCE 1. ByViami-Dade County Department ofRegulatoryand Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter frorrr Cast -Crete USIl, Inc., dated ,4ttgust 08, 2017 sig7,ed argd sealed by Craig Parrino, P.E., certij,,4771,gcompliance with the Florida Building Code, 2017F-dition. 7- 1--a 6' Rclmy A.M.akar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 05/21/20212 Approval Date: 09/28'017 E - 6 11 STRENGTH PRECAST AND PRomyc Ri:Np.wpn pw)1'0( T pi:'. 'l I "kh lymg "'ith il, Ihm X P", PREIA51 W/_ r LV_ffEcA_LP-L_W P, N' PRU1900_U-WTE4 IYU 7/32"AI PARS rn UPS Ls77rjlj' __ 8" UNTELS I IRRUL UL 7/32"Ri W--, STIORUPS IRRU P 5In" N ILy_ 511 R R, DILAUSYP I HOP sPACINO 1W, - oW 14'ZS' 4 0 Z- 15, 41 mdo —"I wffy BAR. r vjA RAB IP -T I on z -An i 32 VAR 7 ATGAA WL2 A TE2" 9 32 PAR 7W j, 3'-B 3/4' 10 2m Zip 73 --10 Nj 1022,-0, 0, Bit IF 1p-O' 1132 BAR 2l'-fo" 5 0 3' 240_ 985 7 3-? PA-R I 7/3,S-Do 23'- 10" 5 0 4! -3 1 to f' REGAU__Wj_,2_"_RFffSS MR U_-LINTEL DA-LATAQ),-E SFZE LYCHAJ 1, %FS5 YOLUMF WJIDHT LUK11H CY ul Lo H I iif) AR 7/52 BAR $'- 8" A 4 146 _HZ 0, 037 7 R, 3, -io" MA_ A - rj6 A R R oy/L o A A to l 60477WRAB 5ImR6 REWP a. 0_7_ -YT 3TiTi 5 W_ ms '111611 , fIN q,,I KDmlP`R Or P ' i' ml- ILDDS, 11" kilt" —'s Utc DA, M'?_ z I, 8" AE CA-f _-ILL --_ UMTRL_DATA_J_AM s L REy"Rnj)R, sf( Et: 1132 OAR ASTM WO; fl, 14, 1, IMIn IIIE 10TU ILDWHIER OF STIRRVFS Am )$ stpa MBA'l AD Allm AS16I 7/1A R- RIOUIFID 11 FOUNIE, 'TAMRUO mou EA'H pixtit". Vog. 1010-WAAAltom FRE5, AD"18p I'll SlIrl—NO mE; rnk EXAM PIE SPIART, AST4 A41d. of 1plEVIS - 4, ITIEll IME R. 1 1RESImpst. 1PC AITI 1'. VAA I'Stl FOR REAVOR17HO A." V-t 'R_' I to'k-3 FA.Y( FACH V- mm, t; I PSI OR ALL 1 Y"YfROlYlE.r nEER3. PER OR ISN'T M PLW 119111-1, cv YO, Af F1-1 I'Lly BE USED III LIE. 3' 11TENAL PRESTRISR T-RIE 0,70 A fr, OfIN111101to 1IRIEL All—Sp5t" WIDE A. SARPPINO SIPIDprAI PaE 51RiS5Eb Ia NY,AST UFDAD ANp ol—WA 4" J ILLS pg,EpRIETARy jHFPpvATLOl IS mvt— FOR PRODUCT APPRO At PROICCIED BY COPYRFONT lAYfS All' aRg"f BE REP"""'E" OR "I ;' 'Lp'.O"Ap VIBIADVI LIP, PRIOR VRil" 'Rysun of t"IT-CRETE VSAI Ric, u Q"A NAL 41,' PROUICT (ZPVISFI) 0L11, Z.CRAIG PARMY40 6324 CR579 SEFFNER, FL 33504 FL RE. LIG. NO. 44756 FRf I CAST-CRETE 8" LINTEL FARRICATioN DETAILS ounmy, cim PAmo, P.F. - RIO, Bo. 4479 SCAB t XOT H) SUN CIRly,fo NY, B" FARRINO, P. E. RIO, MG. 44756 LIPA'Aum V" SAFE GRAVITY LOADS FOR 8" PRFOAST & PRESTRF.:.SSFD U-1-INTrLS, SAFE LATERAL LOADS ell PRECAST & PRESTRESSED FOR LI-LINTELS SAFE Min LOADS FOR 8" PRECAST PRF81RE,5SrD U-1-INTELS SAFE ED A SAFE LOAD -POUNDS PER LINEAR FOOTFEED rypE REVU jypE LENGTH MID 6F8 LENGTH BF213121 flfu 2r S-6" (42') PRECAST 1025 1024 1598 3'-6- (42') PRECAST 2655 M655 3521 3524 439_9 4 5263A!3?_ 4'-4" (48") PRECAST 765 763 1309 4'-0' (W) PRECAST 1363 IM3 2305 2305 3060 3060 3815 3015 4570 5325 6070 5325 'W?9 4'--V .(54') PRECAST F)92 591 1073 L-6' (54T) FIRFCASF 120 1207 2040 70-40 2707 270-7 3375 3375 4043 4641 _471 4111 5319 5-3-79, 5l-4- (f4j PRECAST 411 411 745 5'-4- (64-) PRECAST 101, 1115 2276 Mai 3399 M61 4522 5'-J0'(70`PRECAST 340 339 616 V-10"(70-PRECAST 9093 9 M1567b, 7 K_eot m M 4 I33a4136'- 6' (76') PRFCAST 507 721 490 6'-6' (7W) PRECAST 9 14718 iq 27go' J21 5791 5BasT- 6" (90") PRECAST 424 534363 7l-6- (goPRECAS 727 727 1224 16 1624 n_ 2025 2025 2426 2426 2821 3mf 2827 3228 9'-4' ( 112") PRECAST 326 512 230 9'-4' (112') PRECAST 511 511 7091, 842 — 1136 a11474 318 1643 1815( ia tl MALL? sI- I PRECAST2 R4 401 180 W-B"(126") PRECAST 5 5310 695 9o32, I1691. 1188 Ia IM 1, 11 1161 Is 30 ." j 20L 231 1 V- 4' - CAST 136") PRF 260552154 fl'-4"(136") PRLCAST 4 74 4 - a 1 5l) j, 6 0-7 80 Tla jajzj) 1037( Im I 1274, j 1543 a, 1513 19152IA7 12'- 0"(14) PRLCK`3T 244 402 137 12'--0' (14 V) PREC AST y 470 458yl 55 , 0 721 v, 940 Lq I Ar 2 1153ll, 15_0 13aIN 58 1818011 2075( IY- 4' (I Eg') PRECA5T 217 324 110 IS - 4' (160') PRFfXT 428. 4&0 J_ 7M , a: 4 1159 p, R64 f, 1918{. I 1 - 132 M-i 1654 W/ 68") PRECAST 205 293 100 14'-0" (168") PRECAST zlm 35s ll Baj 2-V_ 724 JOV 889 1, 10541, j12203 I'B7 18071 PRESIRMI 0 N. R 284 91 i4'-8'(176') PRESTRESS' 0 39 33i T J9S 520 L 863 a72 a gal I 184') PRFSPREWD U. R. 2,59 83 15*-I'(184 PRESTRESSED 15 724 730 C9 1, [, 1 M 627 Goa 1240 1734, 911, _1054, 14O) p S68 17'-4"(20B') PRESTWSSED N, R, 194 64 PRESTRESSED 167 1-92 356 5 40Im5L as I7 1 61lo 873 IMIII, WML -4"(262-) PRESSM N, P, 14852PRESTRESSED162 - 116 I 253 429 4 47jn) 6731, B41 a H? 059Iu1227 2V - 4'(256') PRESTRESSED 125 42 21' (256') PRESTRESSED taz537 U2 232 L4 1, 480 1! 721 22' W- 4) 40 22'- 2641PRETRESSED W 37-9 462 51s 6N24'-0'(288) PRESTRESSED WR, 91 33 Si 24'-O-(2M PRESML'124 124 M0lq20226731a4nL I15, ws 492Ertl 6W I! wla fi) TRF pjEjfIFRs SEE GEPEVAL tVJIL W. Id ON MILLI 0 Ut 1. k5rl Y C, I YNERAL NOTE . M Zcw-,-_ IR PARF NTII[ SIS MP PHICEIV RMUCTIOIS TOgk403OF3. ADpEo REDijl, ,EE r ERFR41, NOTE NO. 4 ON SHEET 3 Of 1 RELff RODUci, "ilb 01: yi-ill"ll, "mall, Fi.dd p.acit, r ill, dt, I'l", id, Ipfyi A Mj, fl,l, vf'qda 11-7..03 130,fiq (',4, A-qLPal' 0-5,02 V- piwi l1i 5/i 17, 20 -2 z OF CRAIG PARONO i6 4 WT'4 zt S E _FNER, YL13504FmI&I_ u SEE GFNFRAL SHEF1 3OF .3 40 FL, P.E. 1,10, N0,44166 am, 8" LINTEL FABRICATION DETAILS mum. 1W _K_ 1-6j — ____ i , --- — — - ____ r Dml x amn L',: REt aucmDXAMR No. M MET 1Of 5 m Ff, v— SAFE GRAVEI Y LOADS 1`014 8" PRFCAS'rw1 2" RECESS D0'()R t)-LINTFI-S THE NUMBERS H PARELIMESIS ARE PFPCFEIT REDUCTIONS FOR GRADE 40 FIELD ADDED RLUAR, FEE GENERAL DOLE NO, 4 pFmrpm LLmF5 L ATERAL LOADS FOR 12" REGF85 DOOR U,LINTELS Ty P LENGTH --- - ------ 4' 4" (52") PRECAST 4'-6- (54") PRECAST 68-) PRIcks-F PRICASI 6'--W (BO-) PRECAST 90') PIRLCAST 9'-8' (I IV) PRECAST SEE CLNEW NOTE 18 PI-F 8RE16 8RF6 RCML1 758 757 1164 694 693 1073 408 407 655 362 381 516 595 788 164 509 674 363 370 490 214 12) MWI 1,6 61h 5-1/2' hagmAlhll -{ The 'Ad' to g d T.,Vq. Pa dON 6010 V,IL,pe 113} Th, ul,dx -0,.f-- (W,1, W14,d in oAA,hdtvA—TM—C-I, -,.a shaft -- 926 1aqNO---od DO P i Ip f ap,A,J u approved , illoo P'l 14) VM1, bl", ranflaa A#, G,toW5H, ASPJ A415 o"A 270 b. 1 f, N q.Illxgdb, jfix p-, ASPA Q10 lypM 5 Ed W—W lk,4 ed, bd VEl" M,,l . "4,;— 4 Nd, —*0 b—h sN¢Km Saha 6.4 V, md UP M JWJB ov.t he 16) fo, —Pol, W4 h"'bli .1 lb—, hsa safe bad from rani Nazi Wgol '—, d'd 6 TOY. V b—,g , J I- 6,9 i-- 16) Fw 6,16 kqTh, lhd sDnxa, vaa sate h h— —t I—o kwh SAFE L) PUFT LOADS r-OR 8" PRrCAST w/ 2" RECESS DOOR U-1-INTELS fm mumms w FAnumiE.sis ARE PERCENT REDUCTIONS FOR GRADE 40 FIELD ADDED REBAR. SEE GENERAL NOTE NO. 4 1Y-PE- D—F5]GWAjU%j- F - WIT) W" CROM / u - wriluo 15 RE W AT UoUp. 14' AIf F I " " BFI 6 -- 1 F3/1-T TMWJL mfil - plimurt Cf 15 ovillk K- Iff Afam AT lop 15 FOW AT TOP T-4 16.1, n,a1.., 1 W4. D) RF0 The m" h, pw,rd. redntk, f. 19) Sofa W-4, bned anoli—1 dlgh —Y, p,, ACT 5M and AU 315 40 NIN « M,d 16.1 6' jUld 8M- 19 to pATy load . 6472 04 ig) MM;,A W-1 T ,podly .anb, AIAad I the wi- by fmidi»q .445-9 157, -kli. 4, W2 85) - &SE 01 o,w.-d ale --y RO, (RCIAU) h- h, W-J. 0,16 WEw a 1CAR, AR lolls ,— t IF, x pll., P- 11111 do to V l M 1' 4 "d 1 w —1, TIC F 4;i'l4'1'1A1;,0 R 1h. flaidl 90& 9C"d, 6) Eh- lit'd UWO, 15 F E=1500F,Ei j5 aw. kd FmIOU 7) lo, It I- two 15 1eb— f to,41 —A —;, ly ilTh kh, —liovAwd EE WE MrRA IDAD ROTTOM AWGROlIG TATH,P5 FM LOAD 1111UNG E BER BUB ahf- 1-4 kaV< FULL COURSE PMXNJC7 R lyrL) A, REMORCI-0 CIW ( RCM)) 0 1jk NA R,A, d z 1p,-rqyfiO; ,dlfith ijon6 Z - "Z/ "I q 6,44 P, l, z I 1(2) 015 MAR 13oildi,,A C.& ol' th, Vh,nd, 11) vEAT— RIO ,J d oW b b, I—W A th Wl— -1 fhe T-Y 1/2- CIR TYP-/ ER 0, Mo) lb *15iAla t nea C.4, I OF i A CRAIO PARRINo 16 0 - , ') 4 R11) 6V4 CH 679 A SEFFNEEE FL 33584 AL FL-P.E. Ho NO.44788 fI7'41 4 CA SJ_CR UE 8" LPIPINTH FA- HRICKHON M-TAILS mi"Apul OF ceNrsAL jnv- DMep QN1 PA-- PE ,, -SWE D"Ll,'LA it 66/ 07/lfman if: CRM pmxa pj.- 0 SmT30[3 Florida Buildinc, Code Online Page I of 2 1 i ^Y3 5 y e ts" ri tu;. e :. R rY y € .. 3 x A i'S BCISHOMe log In User Registration Not Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map (.inks Search pUSERProduct Approval Public userr Me" > P-jg_gp2ca jon sa h > IkS catior, Ist > Application Detail L__ FL # FL6527-R8 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Weyerhaeuser Address/ Phone/Email PC Box 9777 Federal Way, WA 98063 253) 924-6476 Robert. Baldwin@weyerhaeuser,com Authorized Signature Tim Anderson jim. anderson2@weyerhaeuser.com Technical Representative Jim Anderson Address/ Phone/Email PC Box 9777 Mail Stop WTC IKS Federa! Way, WA 98063 253) 924-4084 jim. anderson2@weyerhaeuse,.cc)m Quality Assurance Representative Bill Brady Address/ Phone/Email 100 T3M Drive Buckhannon, WV 26201 304) 473-5415 Bill, Brady @weye rha euse r. --am Category Structural Components Subcategory Engineered Lumber Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity ICC Evaluation Service, LLC Quality Assurance Entity ICC Evaluation Service Quality Assurance Contract Expiration Date 03/31/2019 Validated By James A. Rothman, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL6527 RS 001 Certificate of independence pdf Referenced Standard and Year (of Standard)tasadr Year ASTM D 5456 2013 ASTM D 7672 2012 Equivalence of Product Standards Certified By Sections ' rom the Code 1- ittps:,/!',Ar\N v.floridabuildinL,.org!pr,"pr app dtl.aspx"param=wGEVXQvA-tDqN-MU8cGFIves... 2/l/2018 Florida Building Code Online Paze 2 of 2 Product Approval Method Method I Option C Date Submitted 06,1210/2017 Date Validated 06/22/2017 Date Pending FBC Approval Date Approved 07/03/2017 Summary ofProducts 7 -------------------- FL # j Model, Number or Name Description 6527,1 Microllarn LVL Laminated Veneer Lumber Limits of Use Installation Instructions Approved for use in HVHZ: No 527 T _L9 _.p Approved for use outside HVHZ: Yes Verified By: Glyn Boone Florida 443580 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: ftf2-'(.7 PA P- I -/f 6527.2 Parallarn PSL Parallel Strand Lumber Limits of Use Installation Instructions Approved for use in HVHZ: No F 61z27 PlaLII _— Approved for use outside HVHZ: Yes Verified By: Glyn Boone Florida ;;43580 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: FL65 7 RS AE P, 6527.3 TimberStrand LSL Laminated Strand Lumber Limits of Use Installation Instructions Approved for use in HVHZ: No LILx 27 R8 II 111-00.2 Idf Approved for use outside HVHZ: Yes Verified By: Glyn Boone Florida #43580 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: 6527,4 i TJ1 Rim Board Structural Composite Lumber or Oriented Strand board Rim I Board Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Verified By: Glyn Boone Florida #43580 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other; E_-'R-13 --df 6527.5 Weyerhaeuser Rim Board Oriented Strand Board Rim Board Limits of Use Installation Instructions Approved for use in HVHZ: No F ', 5 2 7R 8 Ll E E:,g CLO 1 - o d f Approved for use outside HVHZ: Yes Verified By: Glyn R Boone 43580 Impact Resistant: N/A Created by Independent Third Party: No Design Pressure: N/A Evaluation Reports Other: r-L6527 RS_AE_E'R-L387 pdf EE EE QtiS,- Z j The State of Florida is an AA/EEO employer. L2eyLa_hU ELLvZCv 'ttia 1 $10-tignago :: B_Qfh 'M nt _tfIM9-r, Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by trad itiona I mail. if you have any questions, please contact 850.487. 1395. "Pursuant to Section 4 5 5,2 7 5 (: ), 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. Tre smalls provided may be used for official communication with the licensee. However email addresses are public record, if you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a ilcensee under Chapter 455, F,S., please disk here . Product Approval Accepts: C`,'Card Safe https:,','w\N-w.floridal)L.i*lld'lnz.orc,/pr//P r— i-napp_dtl,aspx?para=wGEVXQw-tDqvMU8cGFIves... 2/1 /? 0 18 WARNING: DO NOT walk on joists until braced. INJURY MAY RESULT. 1.888.453.8358 j Woody .co WARNING: DO NOT walk on joists that are lying flat. WARNING: DO NOT stack building materials on unsheathed joists. Stack only over beams or walls. Lack of proper bracing during construction can result in serious accidents. Observe the following,guidelines: 1. Properly install all blocking, hangers, rim boards, and rim joists at TJl@ joist end supports. 2. Establish a permanent deck (sheathing), fastened to the first 4 feet of joists at the end of the bay or braced end wall. 3, Safety bracing of 10 (minimum) must be nailed to a braced end wall or sheathed area and to each joist. 4. Sheathing must be completely attached to each TJ18 joist before additional loads can be placed on the system. 5. Ends of cantilevers require safety bracing on both the top and bottom flanges. 6. The flanges must remain straight within 1/2" from true alignment. Mf I ISM11159131 IIIIIIIIIIIHITI 11111111 La Spcurn6 AvantTout AVERTISSEMENT Lire Attentivement Les solives non confrevent6es lat6ralement sont instables. Voir Is guide d'installa+ion avant Is pose des solives TJIe, Ne pas cirouler sur les solives TP0 avant qu'elles ne soient ad6quatement contrevent6es. Risque de blessure. Ne pas empil6es des nI sur des solives avant d'avoir insta]16 les sous- plancher. Les entreposer temporairement am-dessus des routres et murs. La Segundad Ante Todo ADVERTENCIA Per Favor tea Cuidadosamente Las viguetas son mestables hasty que sear reiorzadas lateralmente. Vea is guIa de instalaciones antes de instaiar Jos viguetas TJ 16. No camine sobre las viguetas hasta que sear, araumaladas. No ponga materiales de construccion sobre laS viguetas TJ1@ antes de instalar el triplay, Ponga materials Onicamente sobre vigas a muros. FLOOR Allowable Holes: Trus Joist@ TJI@ Joists .............. 1 TJI® Joist Nailing Requirements at Bearing ........... 2 Installation Recommendations .......2 TJI@ Joist Floor Framing ............ 3 Fastening of Floor Panels........... 3 ROOF AND WALL Allowable Holes: Trus JoistDTimberStrand@ LSL Wall Studs ......................2 Web Stiffeners ...................6 Typical Roof and Wall Framing ....... 6 Ceiling Joists .................... 6 Roof Details ..................... 7 Rim Board Details and Installation ....4 Framing Connectors ...............8 Floor Details .................. 4-5 Shear Blocking and Ventilation Holes.. 8 Cantilever Details ................ 5 TJI® Joist Nailing Filler and Backer Blocks ...........5 Requirements at Bearing ...........8 Web Stiffeners ................... 6 Framing Connectors ...............8 flmdn 2 5/16" 1/4 3/8 T— 9 1/' I I -A 14" 16" TJl® 230 joists 4 Allowable Holes: Trus JoistOTimberStrand& LSL, Parallam@ PSL, Microllam® LVL Headers and Beams ...............2 Beam and Column Details .......... 9 Beam and Header Bearings ......... 9 We at Weyerhaeuser are. committed to working safely and want to remind you to do the same. We. encourage you to follow the recommendations of OSHA (www.osha.gov) in the M or provincial regulations (www.canoshweb.org/en/) in Canada regarding: Personal protective equipment (PPE) for hands, feet, head, and eyes Fall protection Use of pneumatic nailers and other hand tools Forklift safety Please adhere to the Weyerhaeuser product installation details, including the Installation of safety bracing on unsheathed floors and roofs, I 3A 9 ?/2 14" 16" TAID 360 joists 3 1/2 9 1/2 7/'l 6 III,/Sll 14" 16" TJ10 560 joists Some TWO joist sizes may not be available in your region. Contact your Weyerhaeuser representative for more information. Min. distance from Table A I X IV2` hole may be cut Min. distance from Table B anywhere in web outside of hatched zone W W — E I NoE TrNo field cut holes in hatclwi zone D_ XI , minimum applies to all holes except knockouts) N/ Closely grouped round holes are permitted if the group perimeter meets requirements for round or square holes L2 1 2 x L2 D 1 16" 6" Do not cut r- - / 7minimumNofield holes larger cut holes than 1112" in in hatched cantilever zone Table A --End Support: Minimum distanceom edge of hole to inside 'lace of nearest and support Joist Round Hole Size Square or Rectangular Hole Size Table B—Internnediate or Cantilever Support: minimum distance from edge of hole to inside face of nearest intermediate or cantilever support Joist Round Hole Size Square or Rectangular Hole Size Depth TJI@ 13 TA; a Leave Yt" of web (minimum) at top and bottom of hole. DO NOT cut joist flanges. Tables are based on uniform load tables in current design literature. For simple span (5' minimum). UOU0nnly loaded joists Used in residential applications, one maximum Sb8 round h8|8 may be 1.55E Timber Strand'D LSL Headers and Beams 2 x diameter of the largest hole (minimum) IV -1 GENERAL NOTES Allowed hole zone suitable for headers and ® Round holes only. beams with uniform and/or concentrated ® No holes in headers or beams in plank loads anywhere along the member. orientation. Other Trus Joists Headers and Beams 1.3E Microllam@ LVL and 2 x diameter of TimberStrand@ LSL Parallam@ PSL hole the largest hole hole zone , zone (minimum) d Microllamg LVL and Parallam@ PSL allowed hole zone middle 1/3 span 1/3 depth d 13E Timbel-StrandS LSL allowed hole zone d I1111`t IIIVL GENERAL NOTES Allowed hole zone suitable for headers - Round holes only. and beams with uniform loads only. m No holes in headers or beams in plank No holes in cantilevers. orientation. sole zone 1.55E TimberStrand'D LSL Header or Beam Depth Maximum Round Hole Size 9%"AV? 31, 31/81, 14"-16" 4 5/8 " See illustration for allowed hole zone. DO NOT cut, notch, or drill holes in headers or beams except as indicated in the illustrations and tables. Other Trus Joists Beams Header or Maximum Beam Round Hole Depth Size 41h" 51/2.. I" 13/4 See illustration for allowed hole zone. One notch may be cut anywhere except the middle Y3 of the length of the stud or column. Holes may be drilled anywhere along the length of the stud or column but must he at least 8" from the edge 5/s" minimum edge distance Maximum notch: s" for '31/2" thick walls CMaximumdiameter: 13/s" for 3"/2" thick walls (1, s" in Canada); 3/," for 51/2—1 1',/8" DO NOT cu t a notch7t1hickwalls23/ 15` for thick walls and a hole in the 113/ 16" in Canada) same cross section. 11/8"TJ@Rim Board orlV4"TimberS(mnd@L3L One 8d (0]13"x2V2") nail each Side. Drkm nails 8t8O angle at least lV2"hnm end. l3/ 4" minimum end bearing for 3y2" minimum int8nnodiote single- family applications bearing; 5V4" may be required for maximum capacity Increased bearing capacities may be achieved with increased bearing lengths. See plans for required bearing lengths. Shear transfer nailing: Use connections equivalent to floor panel nailing schedule. See page 4. 11/ 4" minimum b8ohnK 1yV 0m Board, 1y4" TimborStrand@LSL orTJ 10l0rim joist: Onn lOd ( 0]31"x3") nail into each flange T]|@20. 230. and 3GOrim joist: One 16d (0. 135"x3V2") nail into each flange m Weyerhaeuser Edge Gold = floor panels 0(1) joists l>t"T] IDRim Board or lN"TimbnrStrand@LSL Apply W" or larger bead ofadhesive Uabutting panel edges, apply two N" beads 0fadhesive One lOd ( 0]28" x3") nui|iDt( Also see detail 82, page 5 0@560floor joist y0560 rim joist: Tnenai|with lUd (0128" 3") nails, one each side of T]|01joist flange 1ooa ninbnon// o tbe/w«/obb rmxp uono]u/ut Install panels right -sideupMaintain aNi"gap atall panel ends and edges to allow for expansion. Weyerhaeuser recommends using S0b0nt-bQS8d 3UbflO0 adhesives that meet ASTM D3498 (AFG-Ol) performance standards. When latex SUbf|08[adhesive is required, C8n8fu| selection is necessary due 10 o wide range of performance between brands. Nail panel to joist at 12" on - center infield and 5"8n-Center 8|oU8 panel edges. Apply fasteners 3/8" from panel edges. For Y4" panels, use Dd (0.131" x 2V2") or 6d (8.120" x 2") deformed -shank nails or other code -approved fasteners. e Fur} b" p3n9b. use 8d (0,131" x 21, 6") Or8d (0]28" x21/,") deformed -shank nails Orother code -approved 1nd8O8rS. Fully nail floor panel within lO minutes ofapplying adhesive or sooner if required by adhesive manufacturer). Screws may be mbxtituted for the nails noted above if the screws have equivalent |atnra| load capacity. TWO joist floor framing does not require bridging, or mid -span blocking D DDNOT use sawn lumber for rim board mblocking as it may shrink after installation. Use only engineered 6xnbor. D|( 91 rim joist 0irb must be laterally supported at cantilever See Filler and Backer and end bearings by blocking panels, hangers, Blocks on page 5 or direct attachment to @ rim board or rim joist. WARNING Joists are unstable until laterally braced. See Warning on cover. Rim board joint between joists 11/ 8" TJO Rim Board or wall. Use BI or B2 at intermediate bearings with load bearing or braced/ shear wall from above End of joists at centerline of center ( 6' on -center forT. 1110 110 joists) and extended to a braced end Fasten at each joist with two Protect untreated wood from Structura mum ( see Warning on cover). direct contact with concrete sheathing See Exterior Deck Attachment on IV2" knockouts at approximately A 12^ on -center ~~ r/ Allowable Holes Bearing plate to be flush with | on page l inside face of wall or beam INSTALLATION TIPS SUbf| O0radhesive will improve floor p8rfor08OC8' but may not be required. Squash b| 0CkC and blocking panels carry stacked vertical |O8dt d8i8i|S Bl and 82). Packing out the web of 8 T]|&j8i (with web stiffeners) is not @ substitute for squash b|OCkS or blocking p8n8|S When joists are doubled at non -load bearing p8r8U8| partitions, space joists apart the width of the wall for plumbing or HVAC. Additional joist at plumbing drop (see detail at right). Joist may b8shifted up to 3" iffloor panel edge is supported and span rating is not exceeded. Qnnot cut joist flanges, Plumbing drop Additional joist is required dfloor panel edge isunsupported or if span rating is exceeded. End bearings (see page4) with blocking panels with TJymrim joist with rim board Intermediate b88hn8s° (see page 5) with blocking panels 1osupport load bearing wall above with squash blocks to support load bearing wall above without blocking panels m squash blocks (no wall above) Cantilever details (see page 5) no -~ 114" reinforcement onone side K8 U u o ^ u 1/4" reinforcement both sides joist reinforcement deck cantilever permanent bracing Cantilevers less than 5" (am page 5) Y4"reinforcement nnone side, with vertical blocking m m 114, reinforcement both sides, with vertical blocking ' mSY4"reinforcement bn one side, with horizontal blocking umontonboth ides with horizontal blocking horizontal blocking, nnreinforcement Hanger Details more connector information on page 0 TJl0 joist to beam ',see page 8) Dymjoist tojoist (see page 5) TJymjoist on masonry wall or steel beam (see page 8) Other details buttingjoists with blocking panels see above) column support ( see page 4) exterior deck attachment(see VaCe4) webstiffeners (see puQom beam details (see page 9) column details (see page9) ' Load bearing wall must stack over wall belom6locking panels may he required at braced1shearwalls above mbelow. JAVELfM@SOFTWARE FRAMING PLANS 000 Web stiffeners required 0neach side 8fjoist 8tbearing. Refer tDyour J8vB|iV@framing plan. Bearing requirements as shown on the ]8v8|in'-"framing p|@D are job -specific and 0y8[SRd8 minimum Ue8hnQ [8qUi[8N8ntS listed. Guidelines for Closest On -Center Spacing per Row or wider and 230 560 in LSL l)Stanails when i 4^ocranand muin in^j and panel edge d an.One mw n nes|sVam e wo aUu mOpanel edges)— for diaphragms, Fastener spacing for TPO joists in diaphragm applications cannot be less than shown in table. When fastener spacing for blocking ixless than spacing shown above, rectangular blocking must beused inlieu of TAymjoists. 2) For non -diaphragm app|icationx, multiple rows of fasteners are permitted if the rows are offset at least 8" and staggered. 3)With lOd(8.l48"x]8^) nails, spacing can hareduced to3^on-center for light gauge steel straps. 4) Con be red used io 5^ on -center doui| p000trabun in|u{he narmwedge is no more ihan lV4^ (to minimbo op|htin%). 5) Can hereduced to 4^on-center ifnail penetration into the narrow edge isnomore than lV4" (to minimize sp|dtinC). Recommended nailing is 12" on -center iOfield and 6" on -center m To minimize splitting, 08iDt8iU edge distance and 2|8Dg p8D8| edge. Fastening requirements on engineered drawings 0w spacing Of 21/X R8i| diameter Ur3/8". whichever is supersede recOmmend 8tiUDSlisted above. greater. Multiple rows must testaggered and equally Maximum nail spacing for T]|01 joists iSlD" 0n-C8D\e[ spaced from the centerline 01the narrow face axis. 14 Qa d8|[ mayb8S8bSi8 d(urDd (O ll3"x2) nails if mini- m For recommended nailing and adhCSiVSS. see mum penetration of 1" into the TJIS joist or rim board is achieved. INSTALLATION RECOMMENDAJNONS on p888 2 Plate nail Floor panel nail Rim board to TJI@ joist lets" TJ@ Rim Board or lrl" TimberStrand@ LSL see nailing schedule below) 20 or 2x6 stud wall at 16" on -center. maximum When panel thickness exceeds r/a", trim sheathing tongue at rim board Toe nail, --! TJI@ joist spanningRimboardtoTJI@joistneitherdirection Sheathing may be attached TJI@ joist to plate as shown in A3.4 Web stiffener required on both sides at A3. W ONLY S. **666 Plate nail Floor panel nail Rim board to TJI@ joist 1%" TimberStrand@ LSL rim board Attach sheathing per nailing schedule (below) ; Toe nail Rim board to TJI° joist 12" minimum __ Install proper blocking to support all panel edges 2x4 or 2x6 stud wall at 16" on -center, maximum When panel thickness exceeds 7/8", trim sheathing tongue at rim board TJI@ joist spanning in either direction TJI@ joist to plate Web stiffener required on both sides at A3.4W ONLY Rim Board Installation Detail)l)t2) Specifications A3.1 A3.2 A3.3 A3.4 Minimum Rim Board Thickness 11/s" 1a" 1 1a" il° Plate Nail-16d (0.135° x 3'h°) 16" o.c. 16" o.c. 16" o.c. 16" o.c. Floor Panel Nail-8d (0.131° x 2'/z") o.c. Rim Board to TJ1@ Joist-10d (0.131" x 3°) Rim One into each flange Toe Nail-10d (0.131° x 3") 6" o.c. 6" o.c. 4" o.c. 6" o.c. TJ1@ Joist to Plate-8d (0.113" x 2%z") Two nails driven at an angle into bottom flange, one each side of web at least 1%z" from end Sheathing 7/,r° structural 1 s/s" structural 1 sheathing(3) sheathing in all areas(') Wall Framing Per code Per code 8d {0.131" x 2%z") 8d (0.131" x 2'/2") Boundary Nailing at 6" o.c. at 4" o.c. I 8d (0,131" x 2%2") at 12" o.c. Intermediate Nailing Maximum Lateral Load (plf) 220f51 300)5) 1 350(5) 560)s) 1) All sheathing must be properly blocked and nailed. 2) Verify the lateral capacity of the wall. Not all types of code -allowed wall construction provide the same lateral resistance. Check with your local building officials or the design professional of record. 3) Detail A3.3 must be a segmented wall, location of full -height structural sheathing per code. 4) Sheathing must be continuous over all plate -to -plate and plate -to -rim board interfaces and may butt together at mid -depth of rim board as shown in A14. At foundation, fasten the bottom edge of the sheathing to the sill plate. 5) Maximum lateral load capacities are for seismic design applications. No further increases for duration of load are allowed, except loads may be increased by a factor of 1.4 for wind design applications. 6) Capacities must not be increased for duration of load. Toe no Plate nail Blocking panel: lvi" TJ®R Rim Board. TimberStrand LSL, or TJIT joist Web stiffener required on both sides at AIW ONLY Attach blocking per A3. I in rim board installation table above Structural exterior sheathing Flashing Treated 2x— ledger 20 minimum squash blocks; match bearing area of column above Staggered bolts Rim -to - joist nail Toe nail Plate nail TJI& rim joist Web stiffener required on both sides at A2W ONLY Must have IY4 " minimum joist bearing at ends. Attach rim joist per A3. 1 in rim board installation table above. Load from above V16 0 Use 24 minimum squash blocks to transfer load around TWO joist 1',/s" TJ® Rim Board or 11/4" TimberStrand'8 LSL Corrosion -resistant fasteners required for wet -service applications Siding Weather -resistive barrier Flashing 11/8" TJO Rim Board or Ilia" TimberStrandO LSL Washers or prefab spacers to allow for drainage. Maximum airspace is V2", Add sealant. Staggered bolts Treated 2x_ ledger Structural exterior sheathing Treated sill plate Maintain 2" distance (minimum) from edge of ledger to edge of fastener. Stagger bolts. Load bearing or braced/shear wall curve (must stack over wall below) 1 Blocking panel: 1 4"?Jon Rim Board, r5mberStrana LSL, or TJI, joist squminimumsquashmocks r Web stiffener required on at,, sides at 31W or B2t5' ONLY. No load bearing wall above Won stiffener required on both sides at B31A ONLY. Blocking panels may be required with braced/shear walls Blocking panels may be required with braced above or below —see deta1181 - shear walls above or below —sae detail B) At FBI, cantilever back span 8' diameter maximum hole for 1lips"-1116' 1 s` Tyc Rim Board or must be permanently braced deep blocking panels; 6" diameter maximum 65` rFmberSt and' LSL with either direct -applied ceiling for blocking panels 9h° deep or shorter than closure, typical along entire length or permanent 12` long. Do not cut flanges. bracing at i points_ See detail below for connections. Web stiffener 4'-0" length of" rrequired on both reinforcement (2'-0" maximumsidesatE1WONLY cantilever) on one side at E2, lki' TJO Rim Board or both sides m '1Attach to joist 1'/° TimberStrand LSL, flange with Sol 00,1331" x 2ti') typical. Nall with palls at 6` on center. When lOd (G 131' x 3") nails, s reinforcing both sides, one each at top and stagger narks. bottom flange. It" v a`' mxe h n i mw' Nail 'hrr'ugfl Cx -all IleVer, wood backer, and 10 pilot web w th 2 rows lud (M48' x 3'1- nails at 6 on -center, 2" length of Wood clinched. Use rod f0_135" x nFA°) nails reinforcement on one side at v". backer with TAP 560 joists- F1 applies to E5/E,, both sides at E6/E3, uniformly loaded joists only. Attach: to joist flanges with one Sal D) 131`x 21r') nail at 6'-0" pen-th of TIP st reinforcement (2'-0' each corner. Less than maximum cantiever) anc fine, block, at E4. Attach 51 to joist wet, e t§ - rows 10d t0.148" x n i halls at Blocking panel between each joist. Full dean? vernica- blocking at E5 and horsanta= blocking at E71E8/E9. Naii on to blocking panel and 6` p p on-center,shunned, Use 4 -0" Length with 9Yr' blocking anei to late with and li la° ill joists, any attach i0 jmst web with 2 rows 10d OM48" x 3"3 nails at 6' on -center, connections equivalent to floor clinched- Not for use with T11® 560 joists. panel schedule (E1/E8/E9) Two 29i° screws for 2x sti strapping connections Apply another adhesive to all contact surfaces When specified on the layout, one of the ilracing options 3 ` shown at right is required Two 8d €0] 13' x 2fz") nails or 2k° screws, typical Directly applied ceiling @ HANGER BACKER BLOCK ill tight to top `range night to bottom flange with face mount hangers;- e Single -Family Applications: Attach with ten lOd (0.128" If 3") nails, clinched when possible. Multi -Family Applications: Attach with fifteen 10d (0.128' x 3") nails, clinched when possible. Filler and Backer Block Sizes Backe, Mock with sidessides of web with s ogle TIM joist DOUBLE Tfle JOIST FILLER BLOCK m Single -Family Applications: Attach with ten l Od (0,128"x 3") nails, clinched. Use ten lbc C 135" x 3!,f" nails from ann side with JIB 56Joists. Mufti - Family Applications: Attach with Fifteen 1Dd (0,128" x 3") nails, clinched. Use Fifteen 16d (0 35' x 3li") nails from each side with TAa 56C joists. 7T71- 110 210 230or366 560 Depth 94S` or 14" or 9Y4" ar 14` or 16" B!4" or 14" or 76" 6y'" or tA" or life" i 6" 11 le" 1 T ln` 111r" 16" Filler Block 2r - 2x8 txo ps Gx& + /s- x6 + §1 2x& Two Two sheathmg : sheathing sheathing sheathing x6 2x3 Detain 12) Cantilever 2x6 2x10 2x6 'lt '200+sls" 2x6+lh [xll)+ Fi" Not Filler 4'-0" 6-0" sheathingsheathing sheathing sheathing applicable Detail E4) long i long 4'-0 long 6°-0" long 4'-O" long 6'-0" long Backer Blcior V, or>I" "A" ar 1" "1 2x6 2x8 FetchFtor H2) IJ If necessary, increase filler and backer block h.9in for face mount hangers and mamon', A" gap V an of joist Sea detail w'_ }inee and backor block rjmensjnns should accefir"cate oh ireG nailing without miming- The suggested m(mm(rm length Is 24" (as finer and 12" for backer blocks. Gap; A` 8 rnimrrium 2Y4" maximum In TP7 Three 8d (0.113" x 21/2") IV2" for nails, clinched. Use three TJl@ 560 16d (0,135" x 31/2") nails joists) for TA-& 560 joists. L Web stiffener both sides T See sizes below. Tight fit WEB STIFFENER SIZES TJIID 110 joists: 5/8" x 25A6" minimum{') TJI& 210 joists: 1/4" x 2"/16" minimum(l) TJIID 230 and 360 joists: As" x 25 6" minimum(:) TJ1@1 560 joists: 20, construction grade or better 1) PSI or PS2 sheathing, face grain vertical Roof details (see page 7) 0 on bevel plate on bevel plate with web stiffeners with variable slope seat connector with seat connector and web stiffeners with birdsmouth cut intermediate bearing intermediate bearing with web stiffeners WEB STIFFENER REQUIREMENTS @Required if the sides of the hanger do not extend to laterally support at least Y8" of the TWO joist top flange. DETAIL SCHEDULE Only required at intermediate bearing locations when noted on framing plan. -rii 2A outrigger and filler with birdsmouth cut 2A outrigger without filler 2A outrigger with filler 2A outrigger with filler and web stiffeners ridge detail ridge detail, with web stiffeners Other details 2x overhanc, at end wall shear blocking (see page 8) 10 web stiffeners Hanger details (see page 8) 0 slope adjusted hanger 12 header on slope Joists must be laterally supported at cantilever and end bearings by blocking panels, hangers, or direct attachment to a rim board or rim joist Notch 10 T]|@ joist top bracing flange Studs must be Safety bracing. doubled when Lack of proper notched in middle bracing can third of length. result in serious Refer to hole charts accidents. for allowable holes and notches. TimberStrandO,LSLblocking: l row at 10'-16' height 2 rows at 16'-24' hniQkL 3 rows at 24'-30" height See Filler and Backer Safety bracing (I x4 minimum) Blocks, page 5 at 8' on -center (6' on -center for TJlO 110 joists) and extended to a braced end wall. Fasten at each nails minimum. (See Warning on cover). 2x4 block for Blocking panels or soffit support shear blocking optional for joist stability at intermediate supports WARNING Joists are unstable until laterally braced. See Warning on cover Joists must be laterally supported at cantilever and end bearings by shear blocking, hangers, or direct attachment to a rim board or rim joist Ceiling Joists Ceiling joist must be Lateral bracing braced at 18" on -center required at See end bearings Allowable Ho|an, page l DOnot bevel out joist beyond inside face of wall Shear blocking: 11/8" TJID Rim Board, 11/4" TimberStrand® LSL, or TJl@ joist Web stiffener required on both sides at R1W ONLY K I Beveled bearing plate required when slope exceeds V4:12 at 2A walls and 1/8:lZat 2x6 walls V3 adjacent span maximum Beveled web stiffener required on both sides. Cut to match roof slope. TJID joist flange must bear fully on plate Birdsmouth cut must not overhang inside face 2A block for of plate V-cut shear blocking: IV4" TimberStrandO LSL rim board Web stiffener required on both sides at R3W ONLY Variable slope seat connector 1/3 adjacent span maximum Intermediate Bearing Blocking panels or shear blocking may be specified for joist stability at intermediate supports Web stiffener required on both sides at R7W ONLY soffit support Birdsmouth cut allowed at low end of joist only 0010 Twist strap and backer block required at R'S with slopes greater than 3:12. See Nailing RpnuirpmPnts page 8 Beveled bearing plate required when slope exceeds /4:12 at 20 walls and 1/8:12 at 2x6 walls 7mwo Dd (0.113"x2V2") 2x4one side. Use2x4 nails at 8" on -cent r both sides if joist spacing is greater than 24"on-contec lV2" U| 8ovu| od 2x4 block with V beveled web stiffener 0p U/ '/ on opposite side of web 10 Birdsmmutft cut allowed at low end o/joist only 2mws 8d ( 0J13"x2V2") nails a1D"on-center 2x4one side. Use 2x4 both sides ifjoist spacing in greater than 24" on-center lV2" U| d8, Use2x6 icing is Qeotar d(0]2D" x3") its atD"on- center Beveled web stiffener on both sides Dirdsmouthcut allowed a/ low end ufjoist only LSTA18 (Simpson urUSP) strap with twelve lOd (0. 148"xlV") nails Beveled 20block. Second y beveled web stiffener required nnopposite side Double beveled atRlOWONLY bearing |8ie &y / Vstiffener »' \ b whpndnpn '^""^ Beveled bearing zondsN: l2required on bnthsidos2t plate qui dwhen slope exceeds V4: 12 R14NONLY Additional blocking may harequired for shear transfer Strap nails: Leave23/8" minimum end distance APPROVED HANGERS The following manufacturers are approved to supply hangers for TrUS]OiStD products: Simpson Strong -Tie CO,|nC.: 1'800-999-5099 USP3t0C1Ur3| C0DV8Ct0rS: 1-800'328'5934 Hanger design loads differ bysupport type and may exceed the capacity of the support and/or SVpp8d8d member. Contact your Weyerhaeuser representative or refer to Weyerhaeuser software, NAILING REQUIREMENTS Fill all 0UDd. dimple, and positive angle holes with the proper nails. Hanger nails one usually a heavier gauge because of the higher loads they need tDcarry. Unless specified otherwise, full capacity Ofstraps 0[ CUOn8dDrs can only be achieved ifthe following nail penetration is provided: IOd (O] 48"ylY2") lV2` minimum l8" minimum lOU (O l4D"x3") l" minimum, 3" 0iOi0U0 C|iDCh8d 16d 0 l62"y3") l" minimum, C|iDCh0d 3H" 0iRi0U0 Top mount hangers ChOU|d be fastened to T]P-11]8itiheaders with lOd ( 0.148"x lV2") nails. Fasten face mount hangers t031/t" Orwider 0@joist headers with 10d (0.148"X3") or 15d (0.162" x 3V2") nails, CONNECTOR INSTALLATION AND SQUEAK PREVENTION TIPS Nails must b8completely set. Leave 1/1u" C| 8oranCR between the member and the support member 0rhanger. Joist to beam COnn8CtiVDS require hangers; d0 not toenail. nSƒ8U the supported member ti h1t0 the bottom of the hanger, Reduce squeaks byadding Subf| O0radhesive t0the h8D8e[ seat. im On Simpson 3t0nu-Te& VPAconnectors, bend the bottom flange tabs over and nail to TJI'-"-' joist bottom flange. Top mount hanger BE Hanger height must bnaminimum of80% of joist depth Face mount hanger Web stiflenem required if the sides of the hanger do not laterally support Vt least 3/8" of the TJI8jVist top flange Flush bearing plate required. Maximum N" overhang permitted at beam. L3TA24(Simpson orUSP) strap with twelve lOd (0]48"x l>f") nails required atH5Swith slopes greater than 3J2 Additional blocking may be required for shear transfer Strap nails: Leave 2'/8" minimum end distance Variable slope joist hanger. Beveled web stiffener required 0nboth sides. Filler block: Attach with ten 10d (0]28"x3") nails, clinched. Use ten 16d (0]35" x3V2") nails from each side with T]|155GOjoists, Backer block: |nd@U tight to bottom flange tight to top flange with top mount hangers). Attach with ton lOd (0.128"x3") nni|S. clinched when possible. Strap nails; Leave 23/8/ minimum end distance 0011T118 straprequiredra required at H53 Variable slope joist hanger. Beveled slopes greater than 3:12 V web stiffenersrequired on both xidos. Tym Rim Board UrTimbarStmnd@ L3LfVr shear blocking between joists), Field trim to match joist depth at outer edge of wall or locate on wall to match joist depth. For TWO joists with slopes m//0/2to/2:y2, the vertical depth of shear blocking at bearing will require /V8"D@ Rim Board nr/V4"Tim6udDrandm1J1 that isone size deeper than the TWO joist DDNOT use Vs"TY Rim Board ivventilation-hole applications, ~ lY4"minbnum bearing required) One 8d(0] l3^x2") nail each side, lk2" minimum from end When slope pxn000sY4/[ Z abumled beoringplabe, variable slope seat connector, orbirosmouthcut (at low end o/joist only) brequired. INTERMEDIATE BEARING 3}f" minimum bearing required) Swpes^:um it:)^: One8d ( 0.113"x2V2") nail each side detui|R7. See Slopes greater than J: l2: Twn8d (0]13"x2V2") nails each side, plus a twist strap and backer block. See detail R73. When slope exceeds Y4: 12/or a2x4 wall or 6:C2for a2v6wall, obeveled bearing plate or variable slope seat connector is required 1/1 i A z^ Maximum 8UowaU| eV-cut 11/8"TymRim Board or lN"ThnbarStrand@ LSL Toenail with lOd (0. 131"x3") nails at 6" on -center or 16d (8]35"x3V2") nails at 12"on-center T]Pmjoist blocking: lOd ( 0J28"x3") nails otG"on-center Shear transfer nailing: Minimum, use connections equivalent to sheathing nail schedule Bearing length isextremely critical and must be Rim board blocking for lateral support considered for each application. See Minimum Bearing Length table below for minimum end Strap per code iftop plate isnot and intermediate bearing lengths, and your continuous over column avalinOframing plan, if applicable. | Cut only round holes and only in'he center of beam ( see Allowable Holes, 08Qu2) Top mount hanger mount hanger column SS column with column cap Intermediate supp ort Strap per code not continuous Protect `— untreated N OVMnnn|~ wood from `- nun -shrink direct contact grout with Concrete When fasteners are required unboth sides, stagger fasteners uothe second side xothey fall halfway between fasteners unthe first side. Multiple pieces can benailed nrbolted together up&uamaximum width o/7" MULTIPLE -MEMBER CONNECTIONS FOR TOP -LOADED BEAMS Load must ueapplied evenly across entire beam width. Otherwise, use connections for side -loaded beams. Piece of I fastener Width Plies Type(') Min. Length R:o:w: sO. G. ation 2 12d-16d nails 3/4 2(2) One side 12" Both sides 12d-16d nails 31/4 2(2) One side J One side 1 per ply) 5" or 6" Both sides6Y4" One side MULTIPLE -MEMBER CONNECTIONS FOR (])l8dnails are O]2O^ diameter; l2d-16dnails are 0J48"-0J62^diameter; Screws are SIDE -LOADED BEAMS CDS.30W,USPWS.mTrussL0 EWP~ Additional nailing 0rbolting may be required (2)An additional row ofnails is required with depths of ]4^orgreater, with side -loaded multiple -member beams. (3) When connecting 4-plymembers, nail each ply tothe other and offset nail rows by2^ from m sinthep|ybo|mm Refer to current product literature. Beam and header details bearing atwood wall bearing for door orwindow header beam to beam connection Minimum Bearing Length for Beams and Headers baahoO at concrete wall bearing at wood or steel column connection ofmultiple pieces Column details beam nncolumn cap column base elevated column base Span of Header or Beam T_j_2 Beam Depth Bearing 8 14" End/ Int. 16- End/Int. 181, End/Int. 20" En Minimum bearing length; l'/2" at ends, 3V2" at intermediate supports. Bearing across full beam width is required. B83hOg lengths shown are based on bearing Str8SS f0rTimb8rSt0ndm LSL MiCmUQ0S, LVL or P8raUamePCL If the support memb8r's 8UOw8b|e b83hnO WL0s3 is lower (e.g., when bearing on @ flat wood plate), bR8hDg lengths may need to be increased. T8h|8 8SSum8C maximum 8U0w8b|8 UDifORD load. For other conditions, contact your Weyerhaeuser representative. B6@0S and headers [ 8qUiF8 |8t8[8| support at bearing points and along the top (or compression edge) 8124" on - center 0rcloser. 1%"-th|uKmembers that are 1G"nrdeeper must Ue used in multiple -ply units only. n u~nox Board or P,4 mnm:ou One lOd (0]28"x3") nail each side of member at bearing, lV2`minimum from end Drive nails at on ang| nfi minimize xn|dting of o| x o1 Il 4 8 1 1 V8 ' 1 2 1 6 JO J4 JS 32 J6 40 20 18 16 14 12 10 8 6 4 2 o V4 OUR OUARANTEE PRODUCT STORAGE Hanaarai oil ram It. Protect products from sun and water. N' % CAUTION. Wrap is slippery when wet or icy. Align stickers (2x3 or larger) directly over support blocks. Use support blocks (6x6 or larger) at 10'on-centre to keep products out of mud and water. For conditions not shown in this guide, or other assistance, contact your Weyeraheuser representative or colt 1- 888-453-8358 CODE EVALUATIONS, See T11® Joists IC0 ES ESR-1 153 . COMO I 3132-R TimberStr a ndlk' LSL ICG ES ESR-1387 - GCMC 12627-R ParallamO PSL IC' C ES ESR-1 387 - 10MC 11161-R Microllarn@ LVL IC" ES ESR-11387 - CCMC 08675-R TJO Rim Board IOC ES ESR-1387 - CCRR 0222C WARNING: Drilling, sawing, sanding or machining wood products generates wood dust. The paint andlor coatings on this product may contain titanium dioxide. Wood dust and titanium dioxide are substances known to the State of California to cause cancer. For more information on Proposition 65, visit wy. comlinform. I a 11- 0- Have a damaged joist or beam? File a damage report online for prompt service from your regional technical office. Scan the QR code with your smartphone or go to woo dbywy.c o m/sup port. Weyerhaeuser woodbywy. com SUSTAINABLE FORESTRY INITIATIVE oemfiec so,j A, Weyerhaeuser, Javelin, Microllam, Parallam, TimberStrand, TJ, July 2016 - Reorder TJ-9001 TJI, and Trus Joist are registered trademarks and Edge Gold is a This document supersedes all previous versions. If this is more than one year old, trademark of Weyerhaeuser NR. @ 2016 Weyerhaeuser NR Company. contact your dealer or Weyerhaeuser rep, All rights reserved. Printed in the USA. CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATIONA- Dd Application No: Documented Construction Value: $ Job Address: 05 r - f . 1 - i Historic District: Yes No 0 Parcel ID: Residentia ommercial [] Type of Work: New-Addition Alteration Repair Demo Change of Use Move Description of Work: r r Plan Review Contact Person: F Title: Phone: Fax: Email:____ Property Owner`"Cnformation Name Phone: Street: Resident of property? City, State Zip: Contractor Information Name Street: JQ3Y1 i,_ City, State Zip: Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: &3 -9ZL- .3 403 CAJ .9 3 :2- Fax: State License No.: 005 yv Phone: Fax: E-mail: ____ Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstruction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5lh Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application e to this that may be requirements of this permit, there may be additional restrictionsrom other entities such as water _ NOTICE: In addition to the q found in the public records of this county, and there may be additional permits Fequlred S management districts, state agencies, or federal agencies. - ficaro p of the requirements of Florida Lien Law, FS 713. rition that I will notify the owner of the p et Acceptance of permit is veq he estimated construction value of the job at the time of submiittta . City ofSanfordrequirespaymentofaplanreviewfeeatthetimeofpermitsubinitta{. A copy of the executed contract is s required The ty in ordertocalculate a plan review charge and will be co nsidere The actual construction value will be figured based do chargescurrentfigured off the executed lcontract exceed the nactual e theconstructionvalue, accordance with local ordinance. Should calc credit willbeappliedtoyourpermitfeeswhentheperinit'is issued. OWNED. S AFFI DAVIT: I certify that all of the foregoing information is acc n to and that all work will be done in compliance with all applicable laws regulating construction an g Signature of Owner/Agent - Print Owner/ Agent's Name Signature of Notary -State of Florida Date Owner/ Agent is Personally Known to Me or - Produced ID . - Type of ID Name Print contractor/Agent's /` _ t r Date Signature flNotary- State pfFl 1 2 `CoJJmmiddslslion # GG151707 WOW 15, 2021 WNW if" , yQivri nnittt„ Contractor/ Agent is Pe sonally Known to- l ' Produced ID Type BELOW IS FOR OFFICE USE ONLY l Mechanical Plumbing[] Gas Roof[] Permits Required: Building Elctrica Flood Zoiie: Construction Type Occupancy Use: of Stories: Total Sq Ft of Bldg: Min. Occupancy Load: Plumbing = # of Fixtures New Construction: Electric - # of Amps - - - P rmit• Yes • No Fire Sprinkler Permit: Yes No APPROVALS: ZONING: ENGINEERING: COMMENTS: Revised: June 30, 2015 of Heads ____ Fire Alarm e UTILITIES: FIRE: WASTE WATER: BUILDING: Permit Application CONTRACT AGREEMENT JOB NAME: DATE: 6121/2017 PROPERTY OWNER OR HIS AGENT: pocumENT: ELECTRICAL CONTRACT REVISED PARK SQUARE HOMES 2F&: LEVEL I — WITH CFL BULBS GAS/ELECTRIC AnDgESS: 5200 VINELAND RD m&mm: ORLANDO my: ORLANDO I ffAiF-: Fl, CITY: SANFORD STATE-: Fl, WYNDHAM PRESERVE SERVICE PLAN SIZE SQ FT A/C SYSTEM PRICE SEBRING 200A 2410 10-M HEAT 240V, 60A 6,758.00 5-TON AC 240V, 50A SORRENTO 200A 2078 8-kW HEAT 240V, 50A 5,465.00 4-TON AC 240V, 40A 8-kW HEAT 240V, 50A SPRUCE 200A 2774 7,264.00 4-TON AC 240V, 40A 5-kW HEAT 240V, 35A SUNDANCE 200A 1730 5,081.00 3-TON AC 240V, 30A 10-kW HEAT 240V, 60A TELLURIDE 200A 2637 6,601.00 5-TON AC 240V, 50A TRIBECA 200A 1986 8-kW HEAT 240V, 50A 5,608.00 4-TON AC 240V, 40A TUSCANY 200A 2718 10-kW HEAT 240V, 60A 6,818.00 5-TON AC 240V, 50A WALTON 11 200A 1811 8-kW HEAT 240V, 50A 5,110.00 4-TON AC 240V, 40A WELLINGTON 200A 3075 QTY 2) 5-kW HEAT 240V, 35A 7,58700 1IQTY 2) 3-TON AC 240V, 30A CONTRACTOR/ OWNER: DATE: EDMONSON ELECTRIC: DATE: 4 1, 034 Skipper 'Road *'* Tampa, Fj430'o Phone:(813)910-34C(3 * Fax:(813)910-8546 a www.Edmonso6EIectric.com FLORIDA LICENSES LIC13005408 UNIVERSAL tuENGINEERING SCIENCES Consultants In: Geotechnical Engineering * Environmental Sciences Geophysical Services - Construction Materials Testing - Threshold inspection Building Inspection - Plan Review - Building Code Administration 3532 Maggie Blvd, Orlando, 32811 - P: 407.4210504 - F: 407.423.3106 UES Project No: 0110.1700817.0000 Workorder No: 9373150-2 Report Date: 4/27/2018 In -Place Density Test Report rI po' 0 48 aa'-o Client: 5200 Vineland Road, Suite 200 UES Technician: Alberto Aguirre Orlando, FL 32811 Date Tested: 04/27/2018 Project: Wyndham Preserve, House Lot Testing Area Tested: Lot 42 3956 Saltmarsh Loop Type of Test Material: Native Field: ASTM D-2937 Drive Cylinder Methoc Reference Datum: 0 = Bottom of Footing Laboratory: ASTM D1557 Modified Proctor The tests below meet the minimum 95% relative soil compaction requirement of Laboratory Proctor maximum dry density. Test No. Location of Test Range Maximum Density Pcf) C)ptimum Moisture Field Dry Density Pcf) Field Moisture Soil Compaction I Native Depth inch) Pass or Fail 6 West Footing 0-1 ft 106.8 10.6 106.9 11.4 100 N/A Pas: 7 South Footing 1-2 ft 106.8 10.6 107.2 12A 100 N/A Pas. 8 East Footing 1-2 ft 106.8 10.6 1052 10.6 99 N/A pas! 9 Northwest Comer Of Pad (TOF) 1-2 ft 106.8 10,6 104.3 10A 98 N/A Pas! 10 Southeast Corner Of Pad (TOF) 2-3 ft 106.8 6 107.4 11.1 101 N/A Pas! Remarks: (TOF)=TOP OF FILL r- eioM hGoh n #o I fhe D-Al;- '-A --h—, . )l --# — — of 0E,'5CRiP'17ON AS FURATISHFD: Lot 42, WYNDHAM PRESERVE, as recorded in Plat Book 81, Poq- 9, 702 of the Public Records of Seminole County, Florido, HOUINDARY FORICERTIFUED TO: Park Square Enterprises, LLC (a Deiowore Corporation); Winderweedle, Haines, Word & Woodman, PA; Attorneys' Insurance Fund; Bank of America N 89,4051" E LOT 44 40.00' LOT' 45, 43. 13' 4J. 73 LOT 40 6,7 5.00 s / 7i Qa . Era y on LOT 43 01 LOT 41 O FORM80ARDFOUNDATION O TopP.TOF F FORMFORMAVER"'. 29.08' 5,00' 5 00, __4 IZ.: 21,0' 25,20' 25,20' 10' UTILIESMT. P C, 29.94' N 89'40'51 " E (Ei B-) 40 00' AS FURNISHED 100PGi'Af;rOE 0 SAITffARS-11 5* (40 LOT) 5, (6 0 or) 50' PRIVATE ROAD lo' (75' LOT) SIRE STREET - 25' (50' & 75' LOT) I-- — ---- 7 1 f" (40' LOT)01V 11) ;?)' FRONT SLIVACK CAN HE REDUCED / 10 20' ON CERTAIN LOTS, NO MORE THAN PLOT PLAN AREA rALCULATIONS 2) IN SUCCESSION AT 20' AND A MINIMUM OF 2) IN SUCCESSION AT 25` TOTAL LOT AREA 4,680 -t SQUARE FEET nNsHEp SPOT GRADE ELEVATIONS FLA TWORK ON/OFF LOT - TOTAL S' "'I"' FEET ORK t,P ORA;,14AGE PLANS G PROPOSED ORNNAGr FLOW DRIVE S=ARIEI FEET 72 110 WALKS 200- 272 1 SQUARE FEET403 FOUNDATION/PAD i,194 1, SOUAqC F Fff REAP PATIO 707 t SQUARE F0-' FRONT PORCH O&:CK 48 1 3,1 P ! ;ARf FTI rt RAVINC TYPE A O SOD 2.8451 130 2,975 t SQUARE FEET POOL DECK N/A i S00ARE VrE' ror,q,s6r) FT. PER PLANS - 29.0 Q NOTE, FRONT SIDEWALK AND STREET LOCATION TAKEN fWOM PL4N5 PRO00170 By CUENT Np "Fki Afff') GRACE NMEETR-SCOTT & ASSOC., INC- - 1AND SURVE"11,01,11SL 5400 E. COLONIAL DR. OREAN()O, R. 32607 (407)-21/ -3232 FAX (4C7) -65& 1436 I ON UNE NOTES: I. Tf OMNIISPIED 00a WRIAY CEMVY INAr $ 5WVD'Ma7S IN, SMWpO$ OF jKf UT W by 114C iIQkj ef)&V RF IRGn -1 OF C—"P C A"cQ A • pac."WK SLgAyORS N WWM W CK,7M W-, a0RW AVM"M"W Co" M : 477=7. w Nor woMGHIMC =AVW— X .1.11 016 HR 10.T wam 13MOSSED SIAMW 3 $40NOIM Oft R-MO SIA. Im sv w OR 001wS j THIS $1w*y "" PRO"ED nm MU .T~"ON —NED M INC $00WIM INIEW .1 w OTI" M!WM,`,S1-32Mrkrbf. C.CLEATEV 00 CA9Q01NM INV WWI If" PROPOaNOx" OTHERWISES1,171, =TWZ pIO50Im I'm 0" A 'NSSOWgrp N Tw a P&N" HOW C&M= 10 St-" NOT Ov a bigiiINpONS SHOWN FOR MC LOCATION OF VAPROIEWWS lfftTIN RRUD NOT " Q5'T M "C 0CRM N, ww w nr Imm ow— (MR) arM110N`I, 1 MS,,C, ON -WR—F -11, 1-11 1Z I I-X Ih*WAMNa MfP& Cp l 1E KT W T- PLOT PLAN - 22- ZOI8 0"d KilniW FORMBOARD FOUMOATIONICLEVS, 04-30-0 18 to'00ES N01 Ur WiNIN s C3rA&!,fsIiQ1WO YEAR ROW PLANE AN PER TOM X. GRUSEN . LS 1 4714 JAMES W. SCOTT, R1,5 4801 1zI,7C0090 F ( 09-20-07) A CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: Job Address: 'Is (e LAG 0 Historic District: Yes No Parcel ID: Residential W Commercial Type of Work: New [A AdditionEl AlterationEl I RepairEl Demo D Change of UseEl Move El Description of Work: Nufyl' Vt` Plan Review Contact Person: FTitle: Phone: Fax: Email: Property Owner Information Name Phone: Street: Resident of property? City, State Zip: Contractor Information I Name L V I Phone:- 665- Fax: Street: o.: 3`'i State LicenseNCity, State Zip. 0 Architect/Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: - Phone: Fax: - E- mail: Mortgage Lender: Address: - WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to theissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. FBC tO5-3 Shall be inscribed with the date of application and the code in effect as of that date: Th Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may befoundinthepublicrecordsofthiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713, The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, inaccordancewithlocalordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will he done in compliance with all applicable laws regulating construction and zoning. Signature ofOwner/Agent Date Print Owner/Agent's Name Signature State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Sig ature on tor/Agent ate L Print Contractor/Agent's Nante J SignaturfNotary -State ofFtorida 7, 20 OFF VM55 Contractor/Agent is Personally Kil STD Produced ID _ Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building[] Electricaln mechanical[] Plumbing[] Gas[] Roof D Construction Type: occupancy Use: Flood Zone: _ Total Sol Ft of Bldg: Min. occupancy Load: 9 of Stories: New Construction: Electric - # of Amps----. Plumbing - # of Fixtures_ Fire Sprinkler Permit: YeSFJ NoEl APPROVALS: ZONING: ENGINEERING: COMMENTS: of Heads _______ Fire Alarm Permit: Yes[] NoEl UTILITIES: FIRE: WASTE WATER: BUILDING: Permit Application Revised: June 30, 2015 r CITY OF SANFORDddpji&b BUILDING & FIRE PREVENTION PER IT APPLICATION S,0 Application No: Documented Construction Value: $ 6398.0 Job Address: 3956 Saltmarsh Loop Historic District: Yes No Parcel ID: 17-20-31-502-0000-0420 Lot 42 Residential ® CommercialEl Type of Work: New ® Addition Alteration Repair Demo Change of Use Move Description of Work: Install new 3-ton HVAC system with duct work Plan Review Contact Person: Paula Bagley Title: Permit Clerk Phone: 407-975-2762 Fax: 407-629-9a07 Email: permitting@onestopcooling.com Property Owner Information Name Park Square Homes Street: 5200 Vineland Rd #200 City, State Zip: Orlando, FL 32811 Phone: 407-529-3000 Resident of property? : Contractor Information Name One Stop Cooling & Heating, LLC Phone: 407-975-2762 Street: 7225 Sandscove Court Fax: 407-629-9307 City, State Zip: Winter Park. EL 32792 State License No.: CAC 032444 Architect/ Engineer Information Name: Street: City, St, Zip: Bonding Company: Address: Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE TIIE 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. FRC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: S'^ Edition (2014) Florida Building Code Rcviscd: June 30, 2015 Perniit Application NQTICE: 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 Ibt-e oing information is accurate and that all work will be done in compliance with all applicable laws regulatI T7ck;e ctipu and zoning. 6/5/2018 Signature Print Owner/Agent's Name Date Signature of Notary -State of Florida Date of Kevin Stine Print Contractor/Agent's Name Signature Date KELLY WEBSTER Notary Public • State of Florida Commission M FF 978034 MY Comm. Expires Apr 4, 2020 Owner/Agent is Personally Known to Me or Contractor/A ei t. fly Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: wilding Electrical Mechanical Plumbing[:] Gas Roof Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Perinit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FiRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: tune 30, 2015 Permit Application 15 lightyears, Inc 5 776 Bennett Drive Longwood, Florida 32750 June 1, 2018 To: Local Building Department RE: Blower Door Test & Duct Leakage Test Reports To whom it may concern, er This letter is to request that the attached forms be accepted for compliance of the 2017 Florida Building Code statute R402.4.1.2 Envelope leakage testing (Blower Door Testing) and R403.3.3 Duct testing. The attached forms were provided by the Florida Building Commission as the accepted forms to be submitted. These forms are listed on the 2017 Florida Building Code, Energy Conservation Technical Assistance Manual, Document Number: TAM-2017-1.0, released February 02, 2018, pages R-78 through R-80 (page numbers 159-161). Web link provided for quick access to the TAM document https://tinyuri.com/2017FBC-TAM These forms meet all three required Residential Energy Efficiency Compliance Paths listed under R401.2, Prescriptive, Performance, and Energy Rating Index (ERI) paths. We are working with building departments across Florida to standardized the form submittal process and would like your department to allow these forms to meet compliance. If there are any issues with accepting these forms, please reach out to me directly and I will ensure that we submit any specific form that you will require. Tim Smith (407)-951-3236 tsmith@151ightyears.com Respectfully, Timothy`Srliith 15 Lightyears, Chief Operations Officer Energy Technical Advisor RESNET Quality Assurance Designee IECC Residential Energy Inspector/ Plans Examiner Member, Building Officials Association of Florida Member and Code Development Committee participating member. Also, representative to the Florida Building Commissions, Energy Technical Advisory Committee for the BOAF- CDC Envelope Leakage Test Report (Blower Door Testa Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Jurisdiction: Permit #: -- job Information Builder: l v. aeq f Community: W rNckInct M Lot: q L Address: 315(4 o?A,«thPlv-St-, Loop unit: City: S A(40r-j State: F1 ` Zip: S 2%'%.3 Air Leakage Test Results Passing results must meet either the Performance, Prescriptive, or ERI Method QPRESCRIPTIVE METHOD- The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hour at a pressure of 0.2 inch w.g. (50 pascals) in Climate Zones 1 and 2. PERFORMANCE or ERI METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding the selected ACH(50) value, as shown on FORM R405-2017 (Performance) or R406-2017 (ERI), section labeled as Infiltration, sub -section ACH50. ACH( 50) specified on Form R405-2017-Energy Calc (Performance) or R406-2017 (ERI): L x 60 15'Me = 5' ime CFM( 50) Building Volume ACH(50) Q Retrieved from architectural plans PASS ( Mechanical Ventilation is not required) 4$ Code software calculated PASS ( with Mechanical Ventilation) O Field measured and calculated FAIL R402. 4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure or 0.2 inch w.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues, or individuals licensed as set forth in Section 489. 105(3)(0, (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures. 2. Dampers including exhaust, intake, makeup air, back draft and flue dampers shall be dosed, but not sealed beyond intended infiltration control measures. 3. Interior doors, if installed at the time of the test, shall be open. 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed. 5. Heating and cooling systems, if installed at the time of the test, shall be turned off. 6. Supply and return registers, if installed at the time of the test, shall be fully open. Testing Company Company Name: 15 Lightyears, Inc Phone: (855)438-1515 1 hereby verify that the above Air Leakage results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the c ante method selected above. l SignatureofTester: Date of Test: ' t 0 -1 g — Printed Name of Tester: Aaron Overholt License/ Certification #: 2DNAB7 Issuing Authority: RE,5NET Copy of License t Certificate of the tester must be attached) 0- Duct Leakage Test Report Residential Prescriptive, Performance or ERI Method Compliance 2017 Florida Building Code, Energy Conservation, 6th Edition Ijurisdiction: Permit #: @qo- job Information Builder: Community: Lot: Address: Unit: City: State: Zip: Duct Leakage Test Results System 1 ejzj cfm25 System 2 cfm25 System 3 cfm25 Sum of any additional systems cfm25 Total of all systems 7-7 cfm25 0 Prescriptive Method cfm25 (Total) To qualify as "Substantially leak free" Qn Total must be less than or equal to 0.04 if air handler unit is installed. If air handler unit is not installed, Qn Total must be less than or equal to 0.03. This testing method meets the requirements in accordance with Section R403.3.3. Is the air handler unit installed during test it7g? E] YES [:]NO Performance / ERI Method cfm25 (Out or Total) To qualify using this method, Qn must not be greater than the 2414 + 1-1 3 0 C12. Qn proposed duct leakage On specified on Form R405-201 -/ or R406-201 7. Total of all Total Conditioned systems Square Footage Leakage Type selected on Forty) On specified on Form R405-2017 P405-2017 (Energy Colo or R406-2017 (Energy Colo or R406-2017 PASS Duct tightness shall be verified by testing in accordance with ANSI/RESNET/ICC380 by either individuals as defined in Section 553.993(5) or (7), Florida Statutes, or individuals licensed as set forth in Section 489.105(3)(f), (g) or (i), Florida Statutes. Testing Company Company Name: 15 Lightyears, Inc Phone: (855) 438-1515 1 hereby verify that the above duct leakage testing results are in accordance with the 2017 6th Edition Florida Building Code Energy Conservation requirements according to the co liance method selected above. Signature of Tester: Date of Test: Printed Name of Tester: Aaron Overholt License/Certification #: 2DNAB7 Issuing Authority: RERNFT Copy of License I Certificate of the tester must be attached) 0 CL z Um Certificate of Achievement THIS ACKNOWLEDGES THAT HAS MET THE STANDARD REQUIRED BY RESNET, AS A CERTIFIED RATING FIELD INSPECTOR Certification Date: 08/07/2018 Certification Expires: 08/07/2021 R F I # 2GNAB7 Tim Smith, RESNET Quality Assurance Designee 15 li*y" O"htyears RESNET QA Provider # (1998-199)