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4041 Night Heron Dr 17-1416; NEW SFH
COUNTY OF SEMINOLE IMPACT FEE STATEMENT STATEMENT NUMBER: 17100004 DATE: July 24, 2017BUILDINGAPPLICATION #: 17-10000483 BUILDING PERMIT NUMBER: 17-10000483 UNIT ADDRESS: NIGHT HERON DR 4041 17-20-31-502-0000-1820 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER NAME: ADDRESS: APPLICANT NAME: BRISSON INVESTMENTS LLC ADDRESS: 27 N SUMMERLIN AVENUE ORLANDO FL 32801 LAND USE: SFR DETACHED TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: 4041 NIGHT HERON DR / LOT 182 SFR WYNDAM PRESERVE FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUETYPEDISTSCHEDRATEUNITSTYPE ROADS-ARTERIALS CO -WIDE ORD Single Family ROADS Housing 705.00 COLLECTORS N/A Single Family Housing 00 FIRE RESCUE N/A LIBRARY CO -WIDE ORD Single Family SCHOOLS Housing 54.00 CO -WIDE ORD Single Family HoN Aing 5,000.00 PA LAW ENFORCE N/A DRAINAGE N/A STATEMENT 1.000 dwl unit 705.00 1.000 dwl unit 00 00 1.000 dwl unit 54.00 1.000 dwl unit 5,000.00 00 00 AMOUNT DUE 5,759.00 RECEIVED BY: inizAc4oj SIGNATURE: PLEAS PRINT NAM DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THESEMINOLECOUNTYROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE BUT NOT LATER THAN CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THS REQUEST FOR REVIEW MUST MEET THE REQUIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP OR REQUESTED, FROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRST STREET, SANFORD FL, 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 cAND SHOULD REFERENCE THECOUNTYBUILDINGPERMITNUMBERATTHE '1 OP LEFT OF THIS STATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST. CALL 407-665-7356. q/ Q MAY 15 201? Lok 1eQ - LIVA I N %4* CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: - 7- fT Documented ors ruction Value: $ Job. Address: U Oq l (-)l Gih4 gt-4P-0 Q t)Q • Historic District: Yes Nox Parcel m: Residendaix Commercial Type of Work: • New yX Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Title:SirC1 Phone: L[Cil N(nl Fax: Email: Property Owner Information ` M Name ri _ a 1 s)mce. Phone: Street: ` c=;-1C;, Sky"DQ j Resident of property? Mr. City, State Zip: 36acdo Contractor Information Name t'1. Phone: 40`1 • ld-r% • -'3-7410 Street Fax: •02CX j City, State Zip: Ld&e_ [lit 1C to State License No.: Architect/Engineer Information Name: Holy ern Phone: ed CO -SMI Street: 'co meln S'_ _ - Fax: City, St, Zip: Ardaier PA E-mail: Bonding Company: Mortgage Lender: Q Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF'COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR 'PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR- LENDER OR AN ATTORNEY BEFORE RECORDING YOUR ,NOTICE OF COMMENCEMENT. Applicatibn is hereby trade 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 chit all work will be performedlo meet stfindards of all laws rbgtdatitig construction in this jurisdiction. I understand that a separate permit must be secured for electri al work, pluitibing, signs, wells, poolsi furnaces, boilers, heaters,'tanks, and ale conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and C the code In,,effecctas.of that date: 511 Edition (2614) Florida Building Code Revised: Jtme}0, 2015 to &/ v e— —/—1tPermit Application LoT + welt 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 requited.from other,,goven:tmental 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 6me, of submittal. The actual construction value -will be figured based on the current ICC Valuation.Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated, charges figured off the executed contract exceed -the actual construction.value, credit will be applied to your permit fees when the permit is issued: OWNER',S AFFIDAVIT: I certify that all of. -the foregoing information is accurate and that all; work will be. done incompliance with all applicable laws regulating constr tion and zoning. Signature of Owner/Agent Date Signature of Contractor/Agent Data Priut OwnedAgent's Name Prin ' Signature of NotaryState of Florida Date SARM' LimNE MY COMISSIONa 927159 EXPIRES: October 13, 2019 Y'aasawedthtiNftYPuretlneen.dten Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me -or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building (E Electrical Rr Mechanical[ Plumbing® Gas[] Roof Construction Type: q(3 Occupancy Use: (.3 •Flood Zone: x 5C A T% TActic'A Total Sq Ft of Bldg! Z ($ Min..Occupancy Load: / % # of Stories: New Construction: Electric - #'of Amps 1-47 Plumbing - # of Fixtures Imo Fire Sprinkler Permit: Yes No © #. of Heads Fire Alarm Permit: Yes No [? APPROVALS: ZONING.,,Q L:hqLUTILITIES: WASTEWATER: ENGINEERING: IM' L 6 Z`0' 1 FIRE: Ok to construct single family home COMMENTS with setbacks and impervious area shown on plan. 3?.q04 % ,tp, Jey m E(M S, Garage 1? 5' +- BUILDING: SE 7- 2A47 Revised: June 30, 2015 Permit Application Lak LloLA 1 N i44* cw CITY OF SANFORD BUILDING & FIRE PREVENTIONION P'ERMIT_APPLICATION:--'-- AppOcation No: I __)_ /YJ (a — tic BY: bocutneitted Construction Value: $. Z 1 Q1 3-1 U - s 4 L40ql n Qh4 ge-knQ Historic District: Yest] NoJobAddress: 1 9 Paircel ID: _ j Residential i Commercial'El Type -of -Work. New yX -Addition[]. Alteration E! Repair -El' 'Dem,6 11 Change' ofUseEl 'Move 0 Description of Work: Title: RrPlanReviewContactPerson: 'A Alne. CascA. Phone: -14t)-1 61(ink,Fax: LIkIN-1. 4aAn - Man, gmall:- Moz= Property Owner information Name iri o n laesb, Inc- Phone; RStreet: es property?- Norj-j C j?bAjYja=- D-(,r, Ident-aproper -?-: City, State Zip,: - Contractor Irtfornlatloh Name Phone: Str0t. lot i4'_ tQ4 Fax: M Ltj=n -a--7M City, State Zip:.. State License. Lis' =-. 1 Architect/Enginqer Information, Bonding Comp -any.: Address: - MMA1116A cr-4 Fax: Mortgage Lender: Address. vimISYMMMMM is WARNING TO OWNER: YOUR FAILURE TO RECORD A. NOTICE, OYCOMMENCEMENT MAYRESULT INYOUR PAYING TWICE FOR IMPROVEMENTS TO- YOUR :PROPERTY. A. NOTICE -OF COMMENCEMENT MUST BE RE . CORDED AND' POSTED' ON. THE JOB- SITE BEFORE THE FIRST INSPECTION. IFYOU ":INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR: LENDER OR AN ATTORNEY BEFORE RECORDING YOUR ,NOTICE OF COMMENCEMENT. Application is hereby made. -to obtain as &: ermittodo.the work.and installations as -indicated I.qqrtifk-tha(..no Work.or insfallition'bas Pt'*to meet iftdUds 4f all 10 6 iOip-d 069 66 tion. commepcedpriortotheissuance, of a permit And that all work will be peifonhe.d, 4strqc in this jurisdiction. I understand tkat t t6ohratd #qtinit muft be for work., pluMbidj,.: $110$, wells,, 066hi furikaq' s'i boilers, heatersi,tapks, and ali ebfiditioaert,:dc. FBC- 10S.3 Sholl be inscrMed with.the date vfvpptication,and-tke.cojeln effett!aq,of-thatdse:. 0Rdition (MiQ Florida building -code. Rosedvlunk30, 2015 Pamit A00icad.6n L O-r NOTICE An addition to the requirenients-of:this:perinit,. there itiay be additional, restrictions applicabre to this -,property that may be found in the public records ofthis coupty,; and'there:ritay'be additional'perriiita required:from other governmental entities:such as -water maaageinent districts, state agencies; or federal agencies. Acceptance of permit is verification that I will notify. the owner of the property,of *.requkements!of glod i a.L,ibd Law; F4113. The:City of. Sanford requires payment of.a plattseview fee at the time of porntitsubrrdttal: A copy of.the executed -contract is required in order to calculate_ 4 plan review charge and, will be considered. the estimated consirutitiorr value of the job at:dte time;,of submittal.. The: actual-constructionvalue-will be figured based -:on the currentICC Valuation,Table in effect at the•time the-permit..is.iasued, in accordance with local ordinance: Should calculated. charges figured, off the executed contract 0c6eed:th0. actual construction.value' credit= will be appliedto-your.permit:fees when the perniit.is issued: OWNERr, S AFFIDAVIT: I certify that: all of:the foregoing information'is accurate ape that all work will be. - done iu compliance with all applicable laws regulating constr .. on,and zoning. jQ1 Signature of OwhedAgmt Data Signatures o(Cobtr=tor/Agent. Dita Print Owner/Agea6 Name Signature of Notary -State of Floridi 'Date itti' i , NM WOOL"NE MYOOMAUSSION W927159 EXPIRES- October 13, 2019 sassed inn, Nosy PM uadatMaft n rn Owner/ Ageot is :Personally Known to Me.& Contractor/Agent.is _X- Personally.Known to Me or Produced lD Type of ID Produce, : W Type of ID BELOW IS FOR OFFICE USE ONLY Permits.' Required:..Bd di ig . Electrical j Mechanical Plumbing[] .Gas Roof Constructibn Type: Occupancy'vse: Flood Zone: rotal, Sq Ft of Bldg: -Min:-Occupagey-Load: # of Stories: New Construction: Electric - #l.'of Amps -Plumbing- #-of Future's Fire- Sprinlder:Permit: Yes No #.of.He.ads Fire Alarih Permit: Yes No APPROVALS: ZONING: UTILITIES: 2&'s -/,r -/% WASTE.WATER: ENGINEERING:.. . FIRE:. BUILDING: COMN1ENTS: Revised June 30, 2015 Permit Appfi00ort THIS INSTRUMENT PREPARED BY: Name: Stariigh-t HomesmenWoaB eviie izAddress: IV NOTICE OF COMMENCEMENT State of Florida County of Seminole GRANT MALOYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 8935 P9 46 QP9s) CLERK'S 0 2017060805 RECORDED 06/16/2017 01:25:59 P11 RECORDING FEES $10.00 RECORDED BY ,ieckenro Permit Number. 1"1- 1t-llLf Parcel ID Number: 17-20-31-501-0000- 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 t isappropviided in this Notice of Commencement. DEUCRIPRIOAt P OfPI UITV@(L gal dps od o; i / !Tetgn dyet address if available) GtrUCtion O nt3WF rPJtOVEMENT: 6onS OWNER INFORMATION: Name: Brisson Investments, LLC Address: 27 N Summerlin Avenue, Orlando FL 32801-2929 Fee Simple Title Holder (if other than owner) Name: N/A Address: CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200 Roswell GA 30076 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)(b), Florida Statutes. Name: N/A Address: In addition to himself, Owner Designates of To receive a copy of the Lienors Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties edury, I declare that I have read the foregoing and that the facts stated in it are true to the best f nowle an lief. ti l/ Larry Dale o CV OwnerTSIgnature Owners Printed Name Fbrida tetute 713.13(1)(g)., ' The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead.' Y 4jTE State off County of O . 7 The foregoin i trument was acknowledged before me this day of 20 G z O by Who is personally known to me r w± Name of Person making statement / t7 u OR who has produced identification type of Identification produced: d 0 p S W CC 0 CHRISTINA M. LEE c d W A.= CopmmisOct # r 1158118 or c o Ex Ires October 11, 2018 9atlWrNuirayfeinlnaruiw 00JES70t9 W J 21. Notary Signature v u Q C REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit # i'1 _ I &A I (_ Address: L J a &I i N 1 cstff tkk2. J BUILDING PERMIT Min Max Inspection Description 10 Foundation/Forinboard Survey 10 Slab 20 Lintel 30 Sheathing — Roof 30 Sheathing — Walls 40 Roof Dry In 50 Frame 50 1000 Roof Final 60 Insulation 70 Drywall 70 1000 Final Insulation 1000 Final Single Family Residence ELECTRICAL PERMIT Min Max Inspection Description 10 Footer / Slab Steel Bond 20 30 Temporary Underground Power (TUG) 30 Electric Rough 1000 Electric Final Min Max Inspection Description 10 Plumbing Underground 20 Plumbing Tubset 10 1000 Plumbing Sewer 1000 Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough 1000 Mechanical Final REVISED: June 2014 THIS INSTRUMENT PREPARED 9Y: Name: Starlight Homes FL, LLC Address: tVt3'erL2nWODd BiVd SUfI NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number. GRANT MALOYr SEMINOLE COUNTY CLERK. OF CIRCUIT COURT & COMPTROLLER BK 8935 Ps 46 QPss) CLERK'S 4 20170608 15 RECORDED 06/16/2017 01:25:59 P11 RECORDING FEES $10.00 RECORDED BY ,ieckenro Parcel ID Number: 17-20-31-501-0000-60 4b The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713. FloridaNStatutes. the followingg Innfoormm attion is provided in this Notice of Commencement. DESC, RIP TIg°I1t°rleron Unye, anTora F-Lo the ppeMOdndgt[eetaddressifavailable) G6OnStrUCtion o7neW F ptPJtOVEMENT: OWNER INFORMATION: Name: Brisson Investments, LLC Address: 27 N Summerlin Avenue, Orlando FL 32801-2929 Fee Simple Title Holder (if other than owner) Name: N/A Address: CONTRACTOR: Name: Starlight Homes Florida, LLC Address: 1405 Old Alabama Road, Suite 200 Roswell GA 30076 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)(b), Florida Statutes. Name: N/A Address: In addition to himself, Owner Designates of To receive a copy of the Lienors Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties oppperjury, I declare that I have read the foregoing and that the facts stated in it are true to the best f now" an lief. l/ Larry Dale Own s Signature Owner's Printed Name Florida tetute 713.13(1)(g): ' The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead Jktk-- StateofCounty of The foregoin Titrument was acknowledged before me this iz-Ldayof 2_oi-7 by I udc Who is personally known to men Name of I-rson making statement OR who has produced identification type of identification produced: r* ^ r;4%, CHRISTINA M. LEE Commission # 158194 rp Expires October 11, 201818 pf o,. 9aWd TNu Trbr fdn Inmu¢o 11003E5.7019 , Notary Signature t— w O a u zr To UWi'— 4=Z 0 u a 0zCC J Z W3fJ v u ir an T ao JbPK%N-4 City of Sanford Planning and Development Services Engineering — Floodplain Management Flood Zone Determination Request Form Name: Shayne Mangel Firm: Starlight Home Florida LLC Address: 1064 Greenwood Blvd Suite 124 City: Lake Mary State: FL Zip Code: 32746 Phone: 407-647-3700 Fax: 407-647-0700 Email: shayne.mangel@starlighthomes.com Property Address: 4041 Night Heron Drive Property Owner: Brisson Investments, Inc. Parcel identification Number: Not available Phone Number: Email: The reason for the flood plain determination is: 0 New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) OFFIC US ONL Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone W, the best available information used to determine the base flood elevation is: BP# 17-1416 Reviewed by: Michael Cash, CFM Date: May 24, 2017 n 0 Application for Paved Driveway, Sidewalk or WalkwayIncluding Right -of -Way Use & Y Fti°""_ Landscaping in Right -of -Way www.sanfordfi.gov Department of Planning & Development Services 300 North Park Avenue, Sanford, Florida 32771 I O / Phone:407.688.5140 Fax:407.688.5141 L 1 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 r sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a 1 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 Kno IwhortbelOW. 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/Address: 2. Proposed Activity: Driveway Walkway Other: 3. Schedule of Work: Start Date Completion Date 4. Brief Description of Work: cnl_l C' - I 1 prN - S1 f1C This application is.submitted by. Property Owner. Signature: Print Name: Address: Phone: Fax: Emergency Repairs C t't.0 r— CSC Email: 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 installationrmprovement 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 pernittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestors property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnify, and hold harmless the City, its councilpersons, agents, servants, or employ- ees (appointed, elected, or hired) from and against any and all liabilities, claims, penalties, demands, suits, judgments, losses, expenses, damages (direct, indirect or consequential), or injury of any nature whatsoever to person or property, and the costs and expenses incident thereto (including costs of defense, settlement, and reasonable attorney's fees up to and including an appeal), resulting in any fashion from or arising directly or indirectly out of or connected with the use of the City's right-of-way. I have read and understand the above statement and by signing this application I agree to its terms. Signature: 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: Application No: Reviewed: Public Works Utilities Approved: Engineering Site Inspected by: Official Use Only Fee: Date: _ Date: Date: Date: Date: Special Permit Conditions: November 2015 ROW Use Dnveway.pdf PERMIT # CITY OF SANFORD Project Name: Project Address: Contractor Name: BUILDING & FIRE PREVENTION DIVISION EARLY START AUTHORIZATION — APPLICATION/PERMIT Date: sta"M Homes Mortda uC EARLY START AUTHORIZATION CONDITIONS l>U City of Sanford and the Owner/contractor listed agree to the following: l . A complete building permit application and plans shall be submitted at the time of the request for Early Start Authorization. 2. This Early Start Authorization is for interior work or other work as determined by the Building Official. 3. Work must comply with any and all other local, state and federal agencies related to the development and construction proposed and compliance with asbestos NESHAP regulations must occur for all demolition work. 4. Work shall not be concealed and must remain open for all necessary inspections. At the time of inspections, any work concealed shall be uncovered. 5. The contractor acknowledges that all subcontractors will be properly licensed and have current worker's compensation coverage. 6. All subcontractors are responsible for pulling their own permits. 7. Inspections of work for any construction trade will not be made until a permit has been issued for the trade. 8. The Early Start Authorization does not guarantee that construction plans will be approved as submitted. All work done prior to the issuance of the required permits shall be at the Owner's/Contractors risk. 9. The Owner/Contractor acknowledge that additional fees, including but not limited to impact and zoning fees, may be due at the time of building permit issuance, and or prior to Certificate of Occupancy. 10. The Owner/Contractor acknowledge that additional site improvements, including but not limited to installation of a grease trap, accessible parking and landscaping, may be required at the time of building permit issuance. 11. The Owner/Contractor agree to indemnify and hold the City of Sanford/Agents free and harmless from any and all claims, causes of action, damages, losses penalties or costs, including but not limited to, all attorneys fees (whether from litigation or administrative proceeding, including cost and fees on appeal), with respect to any person or government authority arising out of, either directly or indirectly, the construction or operation at the premises covered by the Early Start Authorization, whether the liability, loss or damage is caused by, or arises out of, the negligence or the City of Sanford/Agents or its officers, agents, employees, or otherwise. 12. If the City of Sanford/Agents shall be subject to any claim, demand or penalty or become a party to any suit or other judicial or administrative proceeding by reason of any claimed act or omission by any party, or by reason of any act occurring on the subject premises, or by reason of any omission with respect to the construction or operation on the subject premises, the Owner/contractor shall indemnify and hold City of Sanford/Agents harmless against all judgments, settlements, penalties and expenses, including attorney's fees, court costs and other expense of litigation of defense relating to such claim or litigation or administrative proceeding, at the election of the City of Sanford/Agents, the Owner/Contractor shall also defend the City of Sanford. 13. It is understood and hereby acknowledged between the parties hereto that the City of Sanford/Agents shall not be liable for any act or other obligation to the Owner/Contractor. 14. This Early Start Authorization will terminate upon the issuance of a Building Permit for property covered under this Early Start Authorization; however, this agreement shall remain in effect for all events occurring prior to the issuance of the Building Permit. By signing this Early Start Authorization Application, the undersigned acknowledges and agrees to condition 1 through 14. Contractor Signature Owner Signature Date RWG.QPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 182 1551 SR Builder Name: Ashton Woods Street: Permit Office: Seminole County City, State, Zip: Sanford , FL , 32773 Owner. Permit Number: # 1 7 1 4 1 C 1 Design Location: FL, Sanford pJurisdiction: ( c1 County:: - 5el inoTe (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (1675.3 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1362.70 ft2 3. Number of units. if multiple family 1 b. Frame - Wood, Adjacent R=13.0 312.67 ft2 c. N/A R= ft2 4. Number of Bedrooms 3 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1567.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 1567.00 ft2 6. Conditioned floor area above grade (ft) 1567 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 7. Windows(139.0 sgft.) Description Area 11. Ducts a. Sup: Attic, Ret: Main, AH: Main R fR 6 313.4 a. U-Factor: Dbl, U=0.34 98.00 ft2 SHGC: SHGC=0.26 b. U-Factor. Obl, U=0.58 41.00 ft2 12. Cooling systems kBtu/hr Efficiency SHGC: SHGC=0.25 a. Central Unit 30.0 SEER:14.00 c. U-Factor: N/A ft' SHGC: 13. Heating systems kBtu/hr Efficiencyd. U-Factor. WA ft2 a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 R Area Weighted Average SHGC: 0.257 14. Hot water systems S. Floor Types (1567.0 sqft.) Insulation Area a. Electric Cap: 50 gallons a. Slab -On -Grade Edge Insulation R=0.0 1567.00 ft2 b. Conservation features EF: 0.950 b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.089 Total Proposed Modified Loads: 47.87 PASSTotalBaselineLoads: 49.84 I hereby certify that the plans and specifications covered by Review of the plans and 4g11E Spq this calculation are in compliance with the Florida Energy specifications covered by this 10 Y ; , 0 6%. nCode. calculation indicates compliance r? PREPARED BY: h with the Florida Energy Code. y` F '" Before construction is completed DATE: this building will be inspected for compliance with Section 553.908' I hereby certify that this building, as designed, is in compliance Florida Statutes. r with the Florida Ener de. CpD WIS OWNER/AGENT BUILDING OFFICIAL: DATE: I v DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage test report in accordance with R402.4.1.2. Compliance with a proposed duct leakage On requires a Duct Leakage Test Report confirming duct leakage to outdoors, tested in accordance with Section 803 of RESNET Standards, is not greater than 0.030 On for whole house. 4/24/2017 3:38 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FnRM PAnr,-gn1A PROJECT Title: Building Type: Owner. of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 182 1551 SR User 1 Ashton Woods Seminole County Single-family New (From Plans) Bedrooms: 3 Conditioned Area: 1567 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Street Address Lot # 182 Block/SubDivision: PlatBook: Street: County: Seminole City, State, Zip: Sanford , FL. 32773 CLIMATE Design Location IECC Design Temp TMY Site Zone 97.5 % 2.5 % Int Design Temp Heating Design Daily Temp Winter Summer Degree Days Moisture Range FL, Sanford FL ORLANDO_SANFOR 2 39 93 70 75 677 44 Medium BLOCKS Number Name Area Volume 1 Blockl 1567 14573.1 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1567 14573.1 Yes 4 3 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 146 ft 0 1567 ft° 0 0 1 ROOF Type Roof Gable Roof Materials Area Area Color Solar Absor. SA Emitt Emitt Deck Pitch Tested Tested Insul. (deg) 1 Hip Composition shingles 1752 W 0 ft' Medium 0.6 N 0.5 No 0 26.6 ATTIC Type Ventilation Vent Ratio 0 in) Area RBS IRCC 1 Full attic Vented 300 1567 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type 1 Under Attic (Vented) Main 30 Blown 1567 ft' 0.1 Wood 4/24/2017 3:38 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS it amt Adjacent Space Cavity Width TA WAI Type Height Sheathing Framing Solar Below 1 N 2 E 3 S 4 W 5 W Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Exterior Concrete Block - Int Insul Main Garage Frame - Wood Main 4.1 45 0 9 4.1 44 9 9 4.1 31 9 9 4.1 24 6 9 13 33 6 9 4 420.0 ft' 4 417.7 W 4 296.3 fe 4 228.7 ft' 4 312.7 W 0 0 0 0 0 0 0.6 0 0.6 0 0.6 0 0.6 0 0.01 0 0 0 0 0 DOORS Omt Door Type Space Storms U-Value Ft Width In Height Ft In Area 1 2 W Wood Main W Wood Main None None 39 3 39 2 10 6 10 6 10 20.5 ft' 19.4 W WINDOWS Orientation shown is the entered. Proposed orientation. V/ # Wall Omt ID Frame Panes NFRC U-Factor SHGC Overhang Area Depth Separation Int Shade Screening 1 2 3 4 5 N 1 Vinyl Low-E Double Yes e 2 Vinyl Low-E Double Yes e 2 Vinyl Low-E Double Yes s 3 Vinyl Low-E Double Yes W 4 Vinyl Low-E Double Yes 0.34 0.26 0.34 0.26 0.58 0.25 0.34 0.26 0.34 0.26 15.0 ft' 1 ft0 in 60. 0 ft' 1 ft0 in 41.0 ft' 1 ft0 in 8.0 ft' 1 ft 0 in 15.0 ft' 1 ft 0 in 1 ft0 in 1 ft 0 in i ft 0 in 1 ft0 in 4 ft 0 In Drapes/ blinds Drapes/blinds Drapes/ blinds Drapes/ blinds Drapes/ blinds Exterior 5 Exterior 5 None Exterior 5 Exterior 5 GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 407 ft' 407 ft' 64 ft 9.3 ft 0 INFILTRATION Scope Method SL.A CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) . 000414 1700.2 93.34 175.54 .302 7 HEATING SYSTEM System Type Subtype Efficiency Capacity Block Ducts 1 Electric Heat Pump Split HSPF:8.2 30 kBtu/hr 1 sys#1 COOLING SYSTEM System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 Central Unit Split SEER: 14 30 kBtu/hr 900 cim 0.75 1 sys#1 4/24t2017 3:38 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 IM91:1, kull;&111E] HOT WATER SYSTEM System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric None Garage 0.95 50 gal 60.9 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Collector Storage Cert # Company Name System Model # Collector Model Area Volume FEF None None ft2 DUCTS Supply — Return — Air CFM 25 CFM25 HVAC # V # Location R-Value Area Location Area Leakage Type Handler TOT OUT ON RLF Heat Cool 1 Attic 6 313.4 ft Main 78.35 ft Prop. Leak Free Main cfm 47.0 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling(( Jan HeatinrX] Jan Feb ki Mar rX] Feb Mar A r I AprMa rl Jun ri Jul rX Au May Jun Jul [ AuSep Se ri W Oct Nov Oct Nov Dec Dec Ventin [[ ]] Jan Feb Mar X] Apr May Jun Jul [ Aug Se Oct X Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling ( WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling ( WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating ( WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating ( WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 51 0 0 1 - Electric Heat Pump 1 -Central Unit 4/ 24/2017 3:38 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 FORM R405-2014 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 96 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned Floor area (ft2) 7. Windows- Description a. U-Factor: Dbl, U=0.34 SHGC: SHGC=0.26 b. U-Factor: Obl, U=0.58 SHGC: SHGC=0.25 c. U-Factor: N/A SHGC: d. U-Factor. WA SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: Sanford, FL, 32773 New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1362.70 ft2 b. Frame - Wood, Adjacent R=13.0 312.67 ft2 1 c. N/A R= ft2 3 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1567.00 ft2 1567 b. WA R= ft2 Area c. N/A R= ft2 98.00 ft2 11. Ducts R ft2 a. Sup: Attic, Ret: Main, AH: Main 6 313.4 41.00 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 30.0 SEER:14.00 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. N/A R= c. N/A R= ft2 13. Heating systems kBtu/hr Efficiency a. Electric Heat Pump 30.0 HSPF:8.20 1.000 ft. 0.257 Area 14. Hot water systems 1567.00 ft2 a. Electric Cap: 50 gallons EF: 0.95 ft2 ft2 b. Conservation features None 15. Credits Pstat I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: In, J.0 -fw I)A l QQ Date: 1 1 I I Address of New Home: , NS n `J, . City/FL Zip: Z( PUN N"a Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. 4/24/2017 3:38 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 TABLE 402.4.1. AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA Project Name: Lot 182 1551 SR Builder Name: Ashton Woods Street: Permit Office: Seminole County City, State, Zip: Sanford, FL. 32773 Permit Number: Owner: Jurisdiction: Design Location: FL, Sanford COMPONENT CRITERIA CHECK Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope. Exterior thermal envelope contains a continuous barrier. Breaks or joints in the air barrier shall be sealed. Air -permeable insulation shall not be used as a sealing material. Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the insulation and any gaps in the air barrier shall be sealed. Access openings, drop down stairs or knee wall doors to unconditioned attic spaces shall be sealed. Comers and headers shall be insulated and the junction of the foundation Walls and sill plate shall be sealed. The junction of the top plate and the top or exterior walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be installed in substantial contact and continuous alignment with the air barrier. Knee walls shall be sealed. Windows, skylights and doors The space between window/door jambs and framing and skylights and framing shall be sealed. Rim joists Rim joists are insulated and include an air barrier. Floors (including above -garage Insulation shall be installed to maintain permanent contact with underside and cantilevered floors) of subfloor decking. The air barrier shall be installed at any exposed edge of insulation. Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently attached to the crawlspace walls. Exposed earth in unvented crawl spaces shall be covered with a Class I vapor retarder with overlapping joints taped. Shafts, penetrations Duct shafts, utility penetrations, and flue shaft openings to exterior or unconditioned space shall be sealed. Narrow cavities Batts in narrow cavities shall be cut to fit, or narrow cavities shall be filled by insulation that on installation readily conforms to the available cavity spaces. Garage separation Air sealing shall be provided between the garage and conditioned spaces. Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be air tight, IC rated, and sealed to the drywall. Plumbing and wiring Batt insulation shall be cut neatly to fit around wiring and plumbing in exterior walls, or insulation that on installation readily conforms to available space shall extend behind piping and wiring. Shower/tub on exterior wall Exterior walls adjacent to showers and tubs shall be insulated and the air barrier installed separating them from the showers and tubs. Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or air sealed boxes shall be installed. HVAC register boots HVAC register boots that penetrate building thermal envelope shall be sealed to the sub -floor or drywall. Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have gasketed doors 4/24/2017 3:38 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Envelope Leakage Test Report Prescriptive and Performance Method Project Name: Lot 182 1551 SR Builder Name: Ashton Woods Street: Permit Office: Seminole County City, State, Zip: Sanford, FL , 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: Cond. Floor Area:: 1567 sq.ft. Cond. Volume: 14573 cu ft. Envelope Leakage Test Results Regression Data: C: n: R: Single or Multi Point Test Data HOUSE PRESSURE I FLOW: Leakage Characteristics CFM(50): ELA: EgLA: ACH: ACH(50): SLA: R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour in Climate Zones 1 and 2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open: 4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed: 5. Heating and cooling systems, if installed at the time of the test, shall be turned off: and 6. Supply and return registers, if installed at the time of the test, shall be fully open. I hereby certify that the above envelope leakage performance results demonstrate compliance with Florida Energy Code requirements in accordance with Section R402.4.1.2. SIGNATURE: PRINTED NAME: DATE: Where required by the code official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by the third party conducting the test and provided to the code official. BUILDING OFFICIAL: DATE: yO4-CTdE Srglcp oho e rtiCoo `ME' 4/24/2017 3:38 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1 FORM R405-2014 Duct Leakage Test Report Performance Method FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Form R405 Duct Leakage Test Report Performance Method Project Name: Lot 182 1551 SR Builder Name: Ashton Woods Street: Permit Office: Seminole County City, State, Zip: Sanford , FL, 32773 Permit Number. Design Location: FL, Sanford Jurisdiction: Duct Test Time: Post Construction Duct Leakage Test Results CFM25 Duct Leakage Test Values Line System Outside Duct Leakage 1 System 1 cfm25(Out) 2 System 2 cfm25(Out) 3 System 3 cfm25(Out) 4 System 4 cfm25(Out) 5 Total House Sum lines 1-4 Duct System Divide byLeakage total Conditioned Floor Area) Qn,OuQ I certify the tested duct leakage to outside. On, is not greater than the proposed duct leakage On specified on Form R405-2014. SIGNATURE: PRINTED NAME: DATE: Duct tightness shall be verified by 01T STq testing to Section 803 of the RESNET V Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. COD WE'J BUILDING OFFICIAL: DATE: 4/24/2017 3:38 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant S Page 1 of 1 Project Summaryry Job: Ashton -Starlight Homes wrightso ylDate: 1011012016 Entire House By: Energy Air, Inc Plan: 1689 S 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner@energyair.com Web: www.energyamcom For: Lot 182 1551 SR, Ashton Woods Homes Sanford, FL 32773 Notes: Weather: Orlando Executive AP, FL, US Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 70 OF Inside db 75 OF Design TD 26 OF Design TD 18 OF Daily range L Relative humidity 50 Moisture difference 44 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 14474 Btuh Structure 13805 Btuh Ducts 1392 Btuh Ducts 1860 Btuh Central vent (51 cfm) 1440 Btuh Central vent (51 cfm) 982 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 17305 Btuh Use manufacturer's data y Rate/swing multiplier 1.00 Infiltration Equipment sensible load 16648 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Semi -tight Fireplaces 0 Structure 1605 Btuh Ducts 181 Btuh Heating Cooling Central vent (51 cfm) 1508 Btuh Area (ft2) 156156q Equipment latent load 3294 Btuh Volume ( ft3) 14553 14553 Air changes/hour 0.26 0.14 Equipment total load 19942 Btuh Equiv. AVF (cfm) 63 34 Req. total capacity at 0.75 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Carrier Make Carrier Trade CARRIER AIR CONDITIONING Trade CARRIER AIR CONDITIONING Model CH14NBO240000A Cond CH14NBO240000A AHRI ref Coil FB4CNP030L AHRI ref Efficiency 8.2 HSPF Efficiency 11.7 EER, 14 SEER Heating Input Sensible cooling 21450 Btuh Heating output 28600 Btuh @ 47°F Latent cooling 7150 Btuh Temperature rise 29 OF Total cooling 28600 Btuh Actual air flow 899 cfm Actual air flow 899 cfm Air flow factor 0.057 cfm/Btuh Air flow factor 0.057 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point = 32 OF Backup: Input = 6 kW, Output = 19028 Btuh, 100 AFUE Bold/ italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft' Right -Suite® Univ31 ersal201717.0.08 RSU17013 2017- Apr-24 15:Page ageI Z& ...t Specific\Wyndham Preserve\Lot 182 1551 SR.rup Celc = MJ8 Front Door faces: W wrightsoft, Manual S Compliance Report Entire House Energy Air, Inc 5401 Energy Air, Ct, Orlando, FL 32810 Phone 407-886-3729 Email: GRenner®energyaircom Web: www.energyair.com For: Lot 182 1551 SR, Ashton Woods Homes Sanford, FL 32773 Design Conditions Job: Ashton- Stadight Homes Date: 10/10/2016 By: Plan: 1589 S Outdoor design OB: 92.6OF Sensible gain: 16648 Btuh Entering coil DB: 76.0°F Outdoor design WB: 75.9OF Latent gain: 3294 Btuh Entering coil WB: 63.4°F Indoor design DB: 75.0°F Total gain: 19942 Btuh Indoor RH: 50% Estimated airflow: 899 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0240000A+FB4CNP030L Actual airflow: 899 cfm Sensible capacity: 16678 Btuh 100% of load Latent capacity: 4080 Btuh 124% of load Total capacity: 20758 Btuh 104% of load SHR: 80% Design Conditions Outdoor design DB: 44.2°F Heat loss: 17305 Btuh Entering coil DB: 68.5°F Indoor design DB: 70.0°F Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0240000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 28600 Btuh 165% of load Capacity balance: 32 OF Supplemental heat required: 0 Btuh Economic balance:-99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 899 cfm Output capacity: 5.6 kW 110% of load Temp. rise: 50 OF Meets are all requirements of ACCA Manual S. 2017-Apr-24 15:31:17 wrightSOft• Right -Suite® Universal 2017 17.0.08 RSU17013 Page 1 A SACCA .ecific\ 9 p Wyndham Preserve\Lot 182 1551 SR.rup Cale = M.18 Front Door feces: W wrightsoft, Duct System Summary Entire House Energy Air, Inc 5401 Energy Air, Ct, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner®energyaircom Web: www.energyalr.com For: Lot 182 1551 SR, Ashton Woods Homes Sanford, FL 32773 Job: Ashton- Starlight Homes Date: 10/10/2016 By: Plan: 1589 S Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.22 in H2O 0.22 in H2O Available static pressure 0.28 in H2O 0.28 in H2O Supply / return available pressure 0.140 / 0.140 in H2O 0.140 / 0.140 in H2O Lowest friction rate 0.183 in/100ft 0.183 in/100ft Actual air flow 899 cfm 899 cfm Total effective length (TEL) 153 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Matl Actual Ln (ft) Ftg.Egv, . Ln (ft) Trunk bat c 99 3 6 0.360 4.0 Ox 0 VIFx 7.8 70.0 bed2 h 1296 73 47 0.189 6.0 Ox 0 VIFx 23.5 125.0 st2 bed3 h 1808 102 82 0.193 6.0 Ox 0 VIFx 20.1 125.0 st2 cl2-A h 467 26 13 0.187 4.0 Ox 0 VIFx 24.7 125.0 st2 c13-A h 912 52 23 0.183 5.0 Ox 0 VIFx 27.8 125.0 st2 tam -din -kit c 3981 168 228 0.295 8.0 Ox 0 VIFx 14.9 80.0 fam-din-kit-A c 3981 168 228 0.268 8.0 Ox 0 VIFx 24.6 80.0 foyer h 1301 74 58 0.350 5.0 Ox 0 VIFx 5.0 75.0 faun c 624 2 36 0.385 4.0 Ox 0 VIFx 2.7 70.0 m bath h 807 46 27 0.198 4.0 Ox 0 VIFx 16.2 125.0 stl m bed C 1765 85 101 0.196 6.0 Ox 0 VIFx 17.6 125.0 stl We h 1772 100 49 0.190 6.0 Ox 0 VIFx 22.6 125.0 stl Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk stl Peak AVF 231 177 0.190 523 9.0 0 x 0 VinlFlx st2 Peak AVF 254 165 0.183 575 9.0 0 x 0 VinlFlx SoldRtallc values have been manually overridden 2017-Apr-24 15:31:17 wrightsoft• Right -Suite® Universal 2017 17.0.08 RSU17013 Page 1 ACCA ...t Specific%Wyndhem Preserve\Lot 182 1551 SR.rup Celc = MJ8 Front Door feces: W Name Grill Size (in) Htg cfm) Clg cfm) TEL ft) Design FIR Veloc fpm) Diam in) H x W in) Stud/Joist Opening (in) Duct Mad Trunk rb1 Ox0 899 899 0 0 0 0 Ox 0 VIFx 2017-Apr-24 15.31:17 wrightSOW Right -Suite® Universal 2017 17.0.08 RSU17013 Page 2 ACCP....t Specific\Wyndham Preserve\Lot 182 1551 SR.rup Cale = W8 Front Door faces: W Job M Ashton- Starlight Homes Performed for. Lot 182 1551 SR Sanford, FL 32773 Level 1 Energy Air, Inc 5401 Energy Air, Ct Orlando, FL 32810 Phone: 407-886-3729 www.energyair.com GRenner@energyair.com Scale: 1/8" = 1'0" Page 1 RightSuite® Universal 2017 17.0.08 RSU17013 2017-Apr-24 15:31:30 ham Preserve\Lot 182 1551 SR.rup M— O U O U BUILDING LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. TPOINT OF COMMENCEMENT NORTHWEST CORNER OF NORTHEAST 1/4 OF SECTION 17-20-31 CCR #55989 WESTERLY LINE OF THE NORTHEAST 1/4 OF SEC 17-20-31 BASIS OF BEARING) O ai M M w 0 I O1 NPOINT OF — BEGINNING N89' 40'S1 "E 520. 69 L LEGAL DESCRUMON WYNDHAM PRESERVE - LOT 182 r W PLOT PLAN z we Boa, o N 0 oN t o +, WYNDHAM PRESERVE o v LOT 182 0 r ` V Proposed) t3P 17— lyltb o Z v Can DATE ZONINc o Oktoconstructsinglefamilyhomeo N with setbacks and impervious area r- shown on plan. 91 • y a/c iw1P. Hajle4 EkV. S, Gara f ki9Itt LOT 181 LOT 218 i N89'43'03"E 115. 00, 13.0' 1 s 1t5. 3' 44.4' I 45. 3 O I c N a l PROPOSED a CV o O F t- PROPOSED zlwICONCWALKI STORY RESIDENCE 7, 0 ei LOT 182 O aaWi ; 4041 NIGHT HERON DRIVE o AREA = 6,900 ;S.F. ± h I 0) 0 ^ 1551 HALLEY LOT 217 wl 7 00 ELEVATION - S GARAGE - RIGHT FFE= 28.3 10. 0 O O DROIVEIIVAYDoN0FPAnocIi 25.3' r` 62 I 115.00' S89'43'03'1N PCP I LOT 183 LOT 216 I Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 7.5' DESCRIPTION: A parcel of land lying in Section 17, Township 20 South, Range 31 East, Seminole County, Florida, and being more particularly described as follows: COMMENCE at the Northwest corner of the Northeast 1/4 of said Section 17, run thence along the West line of the Northeast 1/4 of said Section 17, S.00019'09"E., a distance of 1339.07 feet; thence N.89040'51"E., a distance of 520.69 feet to the POINT OF BEGINNING; thence N.00°16'57"W., a distance of 60.00 feet; thence N.89°43'03"E., a distance of 115.00 feet; thence S.00016'57"E., a distance of 60.00 feet; thence S.89°43'03"W., a distance of 115. 00 feet; to to the POINT OF BEGINNING. Containing 6,900 Square feet, more or less. rr- r, —roof cgui mnE L,EGEND:ADUSSD-Access/Ominage/Utilities/Sidewalk LB -Licensed useiness BFP- Backflow, Preventer Sight Distance Easement S - Survey PRM-Permanent Ref. Monument R - Reported PCP -Permanent Control Point D - Description FP&L -Florida Power do Light P - Plat FFE-Finish Floor Elevation 0. . - Deed Book Water Meter O. R.-Official Records Book DG-Water Valve P. B. -Plat Book 0*-Fire Hydrant Pg.- Page RIC®-Reclaimed Water Meter Elev. - Elevation RCD4-Reclaimed Water Valve Conc.- Concrete Cable Box BP - Brick Paver m -Telephone Box SW - Sidewalk E3 -Electric Box FFE - Finished Floor Elevation 0-Utility Pole Cl - Curb Inlet Guy Pole GTI - Grote Top Inlet Light Pole P. U.E.-Public Utility Easement E--Guy Anchor RCP- Reinforeed Conc. Pipe OU--Overhead Utilities PVC - Polyvinyl Chloride O -Storm Sewer Manhole NCS- No Comer Set (Falls in Water) G-Sanitary Sewer Manhole SF - Square Feet DiHo -Electric Handhole D. U.E. -Drainage/Utility Easement COO -Clean Out FMGD - MAG NAIL & DISK XVD4-Irrigation Control Valve P. K. -Parker Kalon Nail a -Sign SIR - Set 1/2' Iron Rod LB7768 W04-Gate Water Valve SPKD - Set P.K. do Disk LB7768 Gas Meter FIR - Found 1/2' Iron Rod LB7768 1• -Existing Grade FIP - Found 1/2' Iron Pipe L87768 0-Blow-off Valve FPKD - Found P.K. Nail do Disk L87768 -b.—Drainage Flow Direction FCM - Found 4'x4' Concrete Proposed Design Grade Monument PRM L87778 As-Built/Existinq Grad Q Note: Some items in above leaen may not be aoolicable) Description I Date I Dwn.ICk'd I P.C.IOrder No. SURVEYOR' S NOTES: 1. Current title information on the subject property had not been fumished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL. DATUM OF 1929 (NGVD29T. 4. Proposed grades do finished floor elevations shown hereon are from the construction plan for 'WYNDHAM PRESERVE', City of Sanford Seminole County, Florida. 5. This Plot Plan is subject to matters shown on the construction plans for VYNDHAM PRESERVE', City of Sanford Seminole County, Florida. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) PLOT PLAN ONLY NOT A SURVEY) For Permitting ONLY) DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. LOT AREA CALCULATIONS LOT = 6.900 SQ.FT. LIVING AREA= 1.567 SQ.FT. GARAGE = 407 SQ.FT. PORCH = 44 SQ.FT. DRIVEWAY = 405 SQ.FT. PATIO = 100 SO T. WALKWAY = 51 SQ.FT. IMPERVIOUS= 37.3 R SOD = 4.326 SQ.FT. OFF LOT AREA CALCULATIONS R/ W = 1.500 SQ.FT APRON = 114 SQ.FT. SIDEWALK = 300 SQ.FT. SOD = 246 SQ.FT. TOTAL AREA AREA = 8.400 SQ.FT. DRIVEWAY = 519 SQ.FT. SIDEWALK = 351 SQ.FT. SOD = 4.572 SQ.FT. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone I" DESCRIPTION: PROPOSED LOT 182, according to the plat of "WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida 555 Winderley Place, Suite 109 Maitland, FL 32751 Phone: ( 321) 270-0440 Fax: ( 813) 248-2266 Licensed Business No. LB 7768 GeoPoint Surveying, Inc. ames D. Leviner LS6915 FLORIDAPROFESSIONALSURVEYOR & MAPPER NO. .................. NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL Drawn: JE I Checked: JDL I P.C.: Data File:BrissonEast-Plat Date: 04/17/17 Dwg:ftsonEWt-Lath Order No.: — TWN. 20 5. - KNU. 31 E. I Field tlk: e- 1-1/2" VTR A PLAN 1551 PLUMBING RISER DIAGRAM 0A G#kveg 'ro v, v,nL W'Q.! it AUTO VENT go , (O.ts s geA,icji Tf? RECORD COPY PALM ER ELECTRIC Ashton Woods Homes Seminole 1551 Starlight LOAD CALCULATION May 26, 2017 1. HVAC LOADS fNEC 2011- 220.82(CI(31- (411 ZONE COMPRESSOR SIZE CONNECTED LOAD 1 3.00 TON 5.40 KVA 2 TON 3 TON 4 TON 5 TON ZONE AIR HANDLER BLOWER MOTOR CONNECTED LOAD 1 7.00 KVA 067 7.67 KVA OLDING2KVA 3 KVA 4 KVA SANFORD 5 KVA OFPART09TOTALCONNECTEDLOADFORHVACSYSTEMS13.07 KVA TOTAL LOAD FOR COMPRESOR @ 100% 5.40 KVA TOTAL LOAD FOR AIR HANDLER @ 65% 4.99 KVA TOTAL HVAC DEMAND LOAD 10.39 KVA 4 7 4ILGENERALLOADSfNEC2011-220.82(Bl(I1-(40 1 LIGHTING 1567 Sq Ft @ 3VA/Sq. Ft 4.70 KVA QTY VALUE TOTAL KVA 2 SMALL APPLIANCE CIRCUITS 1.50 300 KVA 1 LAUNDRY CIRCUIT 1.50 1 50 KVA I DRYER CIRCUIT 5.00 5.00 KVA 0 STACK WASHER/DRYER 5.00 1 WATER HEATER (1) 4.50 4.50 KVA 0 WATER HEATER (2) 4.50 1 DISHWASHER 1.20 1.20 KVA I DISPOSAL(I) 0.80 080 KVA 0 DISPOSAL(2) 080 0 RANGE/OVEN (1) 720 1 RANGE/OVEN (2) 12.00 12.00 KVA COOKTOP CIRCUIT 7.20 SUMMER KITCHEN/JENAIR GAS 1.50 1 MICROWAVE CIRCUIT 2.50 2.50 KVA 0 JACUZZI TUB CIRCUIT 4.80 0 40 AMP CAR CHARGER 9.60 30AMP POOL CIRCUIT 7.20 60ANT POOL CIRCUIT 14.40 0 80AMP POOL CIRCUIT 19.20 CONNECTED LOAD (GENERAL LOADS) 35.20 KVA IST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER (GENERAL LOADS) @ 40% 10.08 KVA SUB -TOTAL (GENERAL LOADSI fNEC 2011- 220.82(Bll 20.08 KVA HVAC LOADS 10.39 KVA GENERAL LOADS 20.08 KVA TOTAL DEMAND LOAD fNEC 2011 - 220.82(A11 30.47 KVA MINIMUM SERVICE SIZE 126.94 AMPS RECOMMENDED SERVICE SIZE 150 AMPS RECORD COPY Typical 150 Amp Electrical Diagram 150 Amp Main 120V•%' 2'40V Typical 150 Amp Interior Panel 17- 1416 2/0 SER Aluminum Service Cable Or 2" Conduit & (3) 2/0 XHHW AL & (1) 1/0 XHHW AL EC 250.94 Intersystem Bonding Bridge Company Secondary Conduit & Wire 1- 4 Bare Copper Per NEC 250.66 B Ground Clamp I Concrete Encased Electrode Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. MiTek® RECORD COPY RE: 1111640 - MiTek USA, Inc. Site Information: 6904 Parke East Blvd. FL 610-4115 Customer Info: Starlight Project Name: Lot 182 Wyndham Preserve Model: 155;a 1ey Lot/Block: 182 Subdivision: Wyndham Preserve Address: N/A City: Sanford State: FL Name Address and License # of Structural Engineer of Record, If there is one, for the building. Name: License #: Address: City: State: General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special Loading Conditions): Design Code: FBC2014lTP12007 Design Program: MiTek 20/20 7.6 Wind Code: ASCE 7-10 Wind Speed: 140 mph Roof Load: 37.0 psf Floor Load: N/A psf This package includes 26 individual, Truss Design Drawings and 0 Additional Drawings. With my seal affixed to this sheet, I hereby certify that I am the Truss Design Engineer and this index sheet conforms to 61G15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# Truss Name I Date No. I Seal# Truss Name Date11IT11362215IC16/14/17 118 1 T11362232 1 CJ1 6/14/17 12 1 T113622161 C2 1 6/14/17 119 1 T11362233 1 CJ1 A 1 6/14/17 I 13 1 T113622171 C3 1 6/14/17 120 1 T11362234 1 CJ3 1 6/14/17 4 1 T11362218 1 C4 6/14/17 121 1 T11362235 1 CJ3A 6/14/17 5 1 T11362219 1 C5 6/14/17 22 T11362236 1 CJ5 6/14/17 6 1 T11362220 1 C6 6/14/17 23 T11362237 CJ5A 6/14/17 7 1 T11362221 1 C7 6/14/17 24 T11362238 EJ6 6/14/17 18 I T113622221 C8 1 6/14/17 125 I T113622391 EJ7 1 6/14/17 19 1 T113622231 C9 1 6/14/17 126 1 T113622401 HJ7 1 6/14/17 1 110 1 T113622241 C10 16/14/17 1 1 I 1 111 I T113622251 C11 1 6/14/17 12 1 T113622261 C12 1 6/14/17 113 1 T113622271 C13 16/14/17 14 1 T11362228 1 C14 6/14/17 15 T11362229 1 C15 6/14/17 16 T11362230 1 C16 6/14/17 117 1 T11362231 I C17 1 6/14/17 The truss drawing(s) referenced above have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by Builders FirstSource (Groveland, FL). Truss Design Engineer's Name: Albani, Thomas My license renewal date for the state of Florida is February 28, 2019. IMPORTANT NOTE' The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e. g., loads, supports, dimensions, shapes and design codes), which were given to MiTek. Any project specific information included is for MiTek's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. 101-Dtiyc SANFORD F' OARTM 17-1416 O%011 , 1....' i AP 44 ,. q,L. 380 STA E OF OR IV dis;O N A; '?% Thomas A. Alban) PE No.39380 MRek USA, Inc. Ft. Cert 6634 6904 Parke East Blvd. Tampa Ft. 33610 Oats: June 14, 2017 Albani, Thomas 1 of 1 rasaTruss Type ty Ply T11362216 n 11640 C1 HIP GIRDER 1 2 Job Reference (optional) L 1nA..ub:.. — W.A .Tun I 1'V 19.1A DA17 Pnnw 1 ourraers real awma/ V1VYaw.Rl, ram. s•.. uv IO:OT3e7bbeLkPtRgLK3aGvoCz80E8-URGd_SyW27FezOfORICvIm67JXCpehmp9J6Tgcz6N 1-0• 3.9.14 7-0-0 12.2 8 17.3 4 22.4-0 27-4.12 32.5$ 37 8 0 40 10.2 44.8 0 -0 0 3-9.14 3.2.2 5 2 B 5-0.12 SO 12 5-0.12 5 0 12 5.2 8 3.2-2 3.9-14 -0 3x6 II 5.00 12 8x10 3x6 II 5x8 = 6x8 = Sx8 = 4 31 32 5 33 34 6 35 7 8 36 37 9 38 6x8 = 3x6 II 8x10 = 10 11 39 40 41 12 And Scate = 1:81.6 26 25 42 43 24 44 45 23 22 46 47 21 48 49 20 19 5o 51 18 52 53 17 10 1.Sx8STP= 3x6 II 4x6 = 4x12 = 6xl2MT20HS= Sx8 = 3x6 II 4x12 = 4x6 = 3x6 II 15x8STP= SX8 = 3x6 11 602 MT20HS = 5x8 = LOADING(psf) SPACING- 2.0-0 CST. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.15 Ven(LL) 0.56 21 >959 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Ven(rL) -0.95 21 >562 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO W B 0.77 Horz(TL) 0.17 14 rVa rVa BCDL 10.0 Code FBC2014/rP12007 Matrix-M) Weight: 677lb FT = 0% LUMBER; BRACING - TOP CHORD 2x8 SP 240OF 2.0E 'Except' TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puffins. 1-4,12-16: 2x4 SP M 31 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. BOT CHORD 2x8 SP 240OF 2.0E WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=3097/0-8-0, 14=3097/0-8.0 Max Horz 2=-75(LC 28) Max Uplift2= 1449(LC 8), 14=-1449(LC 9) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-7467/3466, 3-4=-7682/3627, 4-31=-10678/5100, 31-32=-10683/5101, 5-32=- 10687/5103, 5-33=-10678/5095, 33-34=-10678/5095, 6-34=-10678/5095, 6-35=- 13542/6458, 7-35=-13542/6458, 7-8=-13542/6458, 8-36=-13542/6458, 36.37=-13542/6458, 9-37=-13542/6458, 9- 38-10677/5093, 10-38=-10677/5093, 10.39=-10677/5093, 11-39=-10677/5093, 11- 40=-10686/5101, 40.41=•10681/5099, 12-41=-10677/5098, 12-13=-7682/3626, 13-14=-7466/3461 BOT CHORD 2-26=-3195/6874, 25-26=-3195/6874, 25-42=-3273l7126, 42-43=-3273/7126, 24-43=-3273/7126, 24.44=-6027/12835, 44-45=-6027/12835, 23-45=-6027/12835, 22- 23=-6027/12835, 22-46=-6027/12835, 46-47=-6027/12835, 21-47=-6027/12835, 21.48=-6022/ 12833, 48-49=-6022/12833, 20-49=-6022/12833, 19-20=-6022/12833, 19-50=-6022/ 12833, 50.51=-6022/12833, 18.51=-6022/12833, 18-52=-3260/7126, 52-53=-3260(7126, 17-53=- 3260/7126, 16.17-3116/6873, 14-16— 3116/6873 WEBS 3-26-285/189, 3- 25=-242/394, 4-25=-264/819, 4-24=-1949/4065, 5-24-726/555, 6- 24=-2461/1180, 6-22=0/377, 6-21=-454/828, 8.21=-523/464, 9-21=-459/830, 9.20= 0/377, 9-18=-2461/1179, 11.18=-726/556, 12-18=-1949/4064, 12-17=-263/819, 13-17=- 241/394, 13.16=-285/189 NOTES- 1) 2-ply truss to be connected together with I Od (0.13l' x3') nails as follows: Top chords connected as follows: 20 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9.0 oc. Bottom chords connected as follows: 2x8.2 rows staggered at 0.9-0 oc. Webs connected as follows: 20 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except it noted as front (F) or back (B) face In the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise Indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-10; Vull=140mph (3-second gust) Vasd= 108mph; TCDL=4.2psf; BCDL=5.Opsf, h=1511; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise Indicated. G7jirTft§gIVr*" Qrpoi the plate is required to be placed over me spitce fine at Iutngsp 4, 12. O WARNING • Vodly dedgn pntmofom and READ NOTES ON THIS AND INCLUDED MrEK REFERANCE PAGE M07473 roV. faMMI S BEFORE USE. Design valld for use only vAth Mllek® connectors. this design is based only upon pxxamelers shown. and IS tot an IndiAdtxbud budding component, not a truce system. Before use. the lxBalng designer must vedfy the oi)JAI :ablity of design pxxametets and propertyIncorporate this design Into the overall uIIdtng design, Bracing Indicated is to pxevent b ucldfing of Individual tans web and/or chord members only. Addllonal lomporary and permanent bracing M!Tek' It always iecphod for stabally and to pxevenl coliapm Win poss911e personal Way and rxoporty damage. For general guldrsnce tagaidkng the fabilcatlon. storage. dollvery, erection and tracing of trusses and inns systems, seeANSI/TPI I Quality Cdtatla, OSS-89 and 8CS1 Building Component 6904 Parka East 81vd Tampa, FL 33610 Salary Information ovc&"e from Truss Plate Institute. 218 N. lee Street. Suite 312. Alexandria. VA 22314. o Truss Truss Type ty, y TIt3 MS 111104o C1 HIP GIRDER 1 2 Job Reference (optional) tsumers mrst source. , urovewna, rL sntao ID:DT3e7bbeLkPtRgLK3aGvoCz80E6-URGd_SyW 27FezOfORICvlm67JXCjehmp9J6Tgcz6N2T NOTES- 8) Plate(s) at joint(s) 4 and 12 checked for a plus or minus 2 degree rotation about its center. 9) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 10) ' 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. 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1449 lb uplift at joint 2 and 1449 lb uplift at joint 14. 12) 'Semi -rigid pitchbreaks including heels' Member end flldty model was used In the analysis and design of this truss. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 173 lb down and 213lb up at 7-0-0. 87 lb down and 122 lb up at 9.0-12, 87 Ib down and 122 Ib up at 11-0.12. 87 lb down and 122 lb up at 13-0-12, 871b down and 122 Ib up at 15.0-12, 87 Ib down and 122 Ib up at 17-0-12, 87 lb down and 122 Ib up at 19.0-12, 871b down and 122 lb up at 21-0-12, 87 lb down and 110 lb up at 22.4.0, 87 Ib down and 122 Ib up at 23-7-4, 87 Ib down and 122 Ib up at 25-7.4, 87 lb down and 122 Ib up at 27.7-4, 87 Ib down and 122 Ib up at 29-7.4, 87 Ib down and 122 Ib up at 31-7.4, 87 lb down and 122 Ib up at 33-7.4, and 871b down and 122 Ib up at 35-7-4, and 1731b down and 2131b up at 37-8-0 on top chord, and 3071b down and 137 lb up at 7-0-0, 651b down at 9-0-12, 65 Ib down at 11-0-12, 65 lb down at 13-0-12, 65 lb down at 15.0-12, 65 lb down at 17-0-12, 65 lb down at 19-0.12. 65 lb down at 21-0-12. 65 lb down at 22-4-0, 65 Ib down at 23.7.4, 65 Ib down at 25.7-4, 65 lb down at 27.7.4, 651b down at 29.7-4, 65 lb down at 31-7-4, 65 lb down at 33-7-4, and 65 ib down at 35-7-4, and 307 Ib down and 137 lb up at 37-7.4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert: 1-4— 54, 4-12— 54, 12.15— 54, 2-14— 20 Concentrated Loads (lb) Vert: 4=-126(8) 7=-87(8) 12-126(8) 25=-307(B) 6=-87(B) 22=-41(8) 21=-41(8) 8=-87(8) 20=-41(13) 9-87(B) 17=-307(B) 31=-67(8) 32=-87(0) 33-87(8) 34=-87(6) 35=-87(8) 36=-87(B) 37=-87(B) 38=-87(B) 39=-87(8) 40=-87(8) 41=-87(B) 42-41(8) 43=-41(B) 44=-41(8) 45=-41(8) 46— 41(B) 47=-41(8) 48=-41(B) 49=-41(8) 50=-41(8) 51=-41(B) 52=41(B) 53=-41(B) 0 WARNING - Verily dedgn pommears and READ NOTES ON THIS AND INCLUDED M17EK REFERANCE PAGE MD-7473 rev. 1"21201S BEFORE USE Design valid lot use only wllh MllekO connectors. this design Is bxaed only upon Iwrarnelers shown. and Is tot an Individual bulding component• not a Inter syslern. Before use. It* building designer must vedfy, the applk:atAlty of design pcnainelers and property, Incorporate Ih6 design Into the oveid, txAlclrnp design Bracing Indicated Is to provent bucWing of Individual truss web and/or chord members only AckgKonal Iernlxaary and permanenl Ixocing WOW is always requited for slatAlly and to prevent collapse wllh possM personal Ir*Ary and properly damage. rot genera gultlance regarding the falxk)atlorn, slaage, delivery, erection and bracing of Inures and Inter systems, seeANSI/1PI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Safely Information available from truss Rule Institute. 218 N. Lee Shoot. Sulle 312. Alexandria. VA 22314. Tampa, FL 33610 Job russ Truss Type oty ply Ttf3622t6 1111640 C2 Hip t 1 Job Reference tional ounae s rna, ouuwv,. vrvvawa. ram. u.. ov _.__..r. ..... _..._____.__. __. I D:DT3e7bbeLkPtRgLK3aGvoCz80E8-BMtP4t4oiZW DAyOx00NF9tW nZZcfv1_H7HTtX?A 1 z6N2J 1.0- 4.9.14 9-0-0 15 9.14 22.4.0 28.11.2 35 e-0 39-10.2 44 8-0 e 4.9.14 4.2.2 6, 6-7.2 6.7.2 6.8.14 4.2.2 4.9.14 -0 Scale = 1:81.6 6x8 5xe = 2x4 II 5x8 = US = 5.00 12 6x8 — 4 5 6 7 8 9 12 c 19 18 17 16 15 14 13 1.5x8 STP = 5x8 4x10 MT20HS = Sx8 2x4 11 5xe 1.64 STP = 06 = 2x4 II 4x10MT20HS= 06 = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014lrP12007 CSI. TC 0.36 BC 0.29 W B 0.53 Matrix-M) DEFL. in Ven(LL) 0.46 Ven(TL) -0.82 Horz(TL) 0.18 loc) I/defl Ud 16 >999 240 16 >653 180 11 rVa rVa PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 278 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-8-15 oc puriins. 4-7,7-9: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 7.0.13 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at midpt 5-19, 8-13 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2= 1707/0-8-0. 11 = 1707/0-8-0 Max Horz 2— 96(LC 11) Max Upl1112=-711(LC 6), 11=-711(LC 7) FORCES. (lb) - Max. CompJMax. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3846/1649, 3-4— 3564/1532, 4.5=-3295/1459, 5.6= 5117/2355, 6-7— 5117/2355, 7-8=-5117/2355, 8-9=-3295/1459, 9-10=-3564/1531, 10-11=-3846/1649 BOT CHORD 2-19=-1475/3532, 18-19=-2019/4673, 17-18= 2019/4673, 16.17=-2019/4673, 15-16— 2008/4673, 14-15= 2008/4673, 13-14=-2008/467.3, 11-13=-1446/3532 WEBS 3-19=-307/300, 4-19=-393/1099, 5-19=-1659/817. 5.16=-364/576, 6-16=-342/286, 8-16= 365/576, 8-13— 1659/817, 9.13— 393/1099, 10-13— 307/300 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; Vutt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=151t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone and C-C Intedor(1) zone; cantilever left and right exposed; end vertical left and right exposed;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) 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 711 lb uplift at joint 2 and 711 lb uplift at Joint 11. e) 'Semi -rigid pitchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. WARNING - Verlry doslpn parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PACE Mf -7472 rev. 10032015 BEFORE USE. Design vatkl lot use Orly Win Mltek®conneClors. R* design Is based only upon parameters shown. and Isla an Irndl0 lual Milling component, not a lnrs system. Before use. the building designer must verity the oppllcablity of design parameters and property Incogorate Bnk design Into the ovetail building design. Bracing indicated Is 10 prevent bucklklg of lndtvklual Infss web aril/a chord members orgy. Adadtloral temporary and permanent tracing MiTek' is always tegUted (of stability and to rxevenl collapse with possible personal V*jry and property damage. for general guidance regarding the lalWc llort slaage. delivery. erection aril broCRlg of trusses curl inns systems. soOANSI/IPll Quality Criteria. DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safety IMamatlon available Rom lfuss Rate Institute. 218 N. Lee Street. Sidle 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type uty Fly T11362217 1111640 C3 Hp t t Job Reference (optional) u:r.e t..w...•.... ram. w.d A.- a r'1•rn 97 9ar7 Pa-1 Buildeeir First Source, • Groveland. FL. 34736 ,..-.,...-y,....._._....._.....___...__...._...____....._..__-__ ID:DT3e7bbelkPtRgLK3aGvoCzSQE84ZOnHDSOSW e4n6?8a6uUi43x5yyajf20hXGhTz6N21 1-0- 5-9.14 11-0-0 1e-7.4 26.0.12 33.8-0 38-10.2 44-8-0 4 0 5-8-14 S-2.2 7.7.4 7•S 8 7.7.4 5 2.2 5.8-14 -0 8x12 = 20 II 5.00 F12 Sze = Sx8 = 6x8 = 246 7 8 Scale = 1:81.6 18 1e 17 16 1s 14 13 12 1.Sx8 STP= 2x4 11 4x6 = $ x8 = Sx8 = 2x4 II 5x8 = 2x4 II 1.Sx8 STP= 4x6 = 4x10 MT20HS = 4x6 = 5 8 14 11.0.0 18.7.4 26-0.12 33.8-0 38•t0-2 44-8-0 1 I co_e a.one 5.9.14 Plate Offsets (XY) 5•Y-Z 18:0.4 0 0-2-21 r•r•q LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.44 Vert(LL) 0.36 15.16 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(TL) 0.67 15-16 795 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.83 Horz(fL) 0.15 10 n/a rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 279lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 'Except' 4-6,6.8: 2x6 SP M 26 BOT CHORD 2x6 SP M 26 WEBS 20 SP No.3 BRACING - TOP CHORD Structural wood sheathing directly applied or 2.8-3 oc pudins. BOT CHORD Rigid ceiling directly applied or 7-9.6 oc bracing. WEBS 1 Row at midpi 7-16, 7-13 REACTIONS. (ib/size) 2=1707/0-8-0, 10=1707/0-8-0 Max Horz2= 116(LC 11) Max Uplil12=-704(LC 10), 10=-704(LC 11) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-3=-3850/1526, 3.4-3354/1417, 4-5- 4077/1839, 5-24= 4075/1836. 6-24=-4075/1836, 6-7=-4075/1836,7.8= 3079/1349,8-9=-3354/1415,9-10=-3850/1525 BOT CHORD 2-19=-1426/3524, 18-19=-1426/3524, 17-18=-1165/3058, 16-17=-1165/3058. 15.16=-1660/4075, 14-15=-1660/4075, 13-14-1680/4075, 12-13=-1318/3523, 10.12=-1316/3523 WEBS 3-18-526/346, 4-18-87/437, 4-16=-599/1295, 5.16-468/382, 7-16- 243/250, 7.15=0/296, 7-13=-1273/594. 8-13=-323/976, 9-13=-525/348 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=5.Opsf; h=151t; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) automatic zone and C-C Interior(1) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live 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 704 lb uplift at joint 2 and 704 lb uplift at joint 10. 8) 'Semi -rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. Q WARNINO. VaA/y dedgn parer mfere and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MD-74731 W. I&OXWIS BEFORE USE. Design vakl lot use only with Mtlek® connectors. this design is based any upon parameters shown, and is tot at Indivldud Wilding component, not a truss system. Before use. the 1xillding deslgnet must verily the c4VICa pity of design parameters (Ild pxolxltly Incorpaale M design Into the overall building design Bracing Indicated Is to prevent bucklingg of IndMdual Inns web and/or chord members only Additional temporary and permanent bracingng M iTek' is always regadred for slablilly and to prevonl collgxe with possbie personal Iryay and property damage. Fot general guldalce regading the Iaxicallon, storage. delivery, erection and btachg of fames and Inter system& seeANSI/IPI I Quality Criteria. OSS-69 and SCSI Building Componenl 6904 Parke East Blvd. Tampa. FL 33610 Safety Information ovdlatlle from truss Plate Institute, 218 N. Lee Street. Sidle 312. Alexandria. VA 22314. Job rus6 Truss Type Qty ply T113622t8 I 11640 C4 Hip f t Job Reference Lionel o. Binder's First Source, Groveland, FL. 34736 7 640 s Api 19 20 — o,, ,, ,..,.,,.o"...-C. - ID:DT3e7bbeLkPtRgLK3aGvoCz8QE8-81 9VY520pmxPGZK8pQlElb3sMIWSAPawBO6Fwz6N2H 1- 6.9-t4 t3 0 0 19.2.11 25-5.5 31.8-0 37.10.2 44-8-0 4" 6•&14 6.2.2 6.2.11 6.2.11 6.2.11 6 2.2 6 9 14 1-0 6xe = 5.00 4x6 = 4x6 = Sx8 — 6x8 = 5 23 6 7 a Scale a 1:81.6 to 17 ra 94 co - — c1 11 13 12 1.5xe STP= 2x4 II Sx8 = 5x8 = 4x6 = 5x8 = Sxe = 2x4 II 1.Sx8 STP= 4x6 = 4x6 = LOADING (psf) SPACING- 2-0.0 CSI. DEFL. In loc) I/deft Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Vert(LL) 0.30 15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.31 Ven(TL) -0.59 13.15 >907 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.60 Horz(rL) 0.15 10 rVa rVa BCDL 10.0 Code FBC2014/rP12007 Matrix-M) Weight: 274 lb FT =0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 Except' TOP CHORD Structural wood sheathing directly applied or 2.6-14 oc puffins. 4.7,7.8: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 8-2-11 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at midpl 5-17, 6-13 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1707/0.8-0, 10=1707/0-8-0 Max Horz2=-135(LC 11) Max Uplift2=-702(LC 10). 10=-702(LC 11) FORCES. ( lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-3813/1499, 3-4— 3168/1282, 4-5=-2887/1228, 5.23-3482/1486, 6-23=-3482/1486, 6- 7=-2886/1226, 7-8=-2886/1226, 8-9= 3168/1282, 9-10=-3813/1497 BOT CHORD 2.18=-140&13472, 17-18-1408/3472. 16-17-1315/3423, 16-24=-1315/3423, 24- 25-1315/3423, 15.25— 1315/3423, 15-26=-1311/3432, 26.27-1311/3432, 14- 27=-1311/3432, 13-14-1311/3432, 12-13=-1271/3472, 10-12=-1271/3472 WEBS 3-18=0/270, 3-17-671/437, 4-17-286/909, 5-17=-838/409, 5-15=-97/282, 6- 15=-90/271, 6-13=-848/413, 8-13=-289/916, 9-13=-669/436, 9.12=0/271 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; VUI1=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=5.Opsf: h=15ft; Cat. 11, Exp C; Encl., GCp1=0.18; MW FRS (envelope) automatic zone and C-C Interior(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS 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 (or a live load of 20.Opsl 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 = 1O.Opst. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 702 lb uplift at joint 2 and 702 lb uplift at joint 10. 7)' Semi-rigid pitchbreaks Including heels" Member end fixity model was used in the analysis and design of this truss. Q WARNING • Veiny design penunaters and READ NOTES ON THIS AND INCLUDED AI/TEK REFERANCE PAGE MIF7473 rov. 146L20/5 BEFORE USE Design valid for use only Win MlleW connectors. Ms design is lxaed only upon pofamelers shown. and Is for an 91dtVkkx l building component, not a truss system. Before use, the txlldlng designer must verily the ap>tlicabllty of design parameters and property 6tcor otato this design Into the ovelait txudtng design Bracing Indicated Is to prevent budding or IndNkknal lira web and/or chord members only. Adailenal temporary and permanent Ixochlg WOW is always regUred la stutAly and to prevent collapse with tossOle personal lnk>N and properly damage. For general gfldalce regarding the fabrlcatbn, storage. delivery, otecllon and bracing of trusses and truss systems. seeANSVFPI I Quality Criledo. DSB-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from Truss Plate Institute. 218 N. Leo Street, Suite 312, Alexandria. VA 22314. Taupe. FL 33610 Job Truss Truss Type oty ply T11362219 1111640 CS Hip 1 1 Job Reference (optional) MT I.1 d I W d Jun 14 13 16.29 2017 Poe 1 Burldees Fast Source, • Gtoveland, FL 34736 7 640 a Apr 19 2016 r e n ustrres. nc. e B ID:DT3e7bbeLkPtRgLK3aGvoCz8QE8•cxYXiu6g_7uol OSW iXxynV89MmTOBaLl9rlfnMz6N2G 1.0 7-9.14 15 0 0 22 4-0 2f0 8-0 36.10.2 44.8-0 8-0 7.9.14 7-2-2 7.4-0 7.4-0 7.9.14 11-0-0 Scale= 1.83.2 5X8 = 2x4 II 5x8 = 19 iu 17 1. `•• 15 -• 14 12 3x8 = 2x4 11 3xS MT20HS = 3x4 = 3x8 = 3x4 = 3x8 MT20HS = 2x4 It 3x8 = 3x8 MT20HS = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.90 Ven(LL) 0.36 15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Ven(TL)-0.7514-15 >718 ISO MT20HS 1871143 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 Horl(TL) 0.26 10 We rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 226lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied. 4-5,7-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 2-2.0 oc bracing. SOT CHORD 20 SP No,2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1707/0.8-0, 10=1707/0.8.0 Max Horz2=-157(LC 11) Max Uplift2=-702(LC 10), 10=-702(LC 11) FORCES. ( Ib) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3506/1343, 3.4=-2861/1099, 4-5=-2782/1121, 5-6=-2910/1247, 6-7=-2910/1247, 7- 8=-2782/1121, 8-9=-2861/1100, 9.10=-3506/1345 BOT CHORD 2-19=-1272/3166, 18-19_ 1272/3166, 17-18=-1272/3166, 16-17=-880/2576, 16. 26=-880/2576, 15-26=-SW12576, 15-27=-821/2576, 14-27=-821/2576, 13. 14_ 1117/3166, 12-13=-1117/3166, 10.12— 1117/3166 WEBS 3-19=0/275, 3.17— 665/433, 5-17= 109/492, 5-15— 309/601, 6-15_ 4481380, 7- 15=-309/601, 7-14=-109/492, 9-14=-665/435, 9-12=0/275 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; VUlt=140mph (&second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsl; h=15f1; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone and C-C Interior(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 Wide will fit between the bottom chord and any other members, with BCDL = I0.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 702 lb uplift at joint 2 and 702 lb uplift at joint . 10. 8) ' Semi -rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. Q WARNING • Vortly dosfgn parametaro and READ NOTES ON MIS AND INCLUDED MIrEK REFERANCE PAGE M9.7473 rev. 10AM 2a16 BEFORE USE.. Design valkl for use orgy vem Mllek9 connectors. IMs deslgt 6 tamed orgy upon parameters Mown. and Is for an Individual building component, not a truss system. Before tuse. the building designer mtrsl verify, the applicability of design Ixaamelets and pxopedy Incorporate this design Into the overall AddllonaltemporaryandpermatentblaektgM iTek' bodingdesign. Mocha Irldkaled is to Wevent bucldlnU of Inctivldtxl truss web and/or chord members orgy. Isalways regtAred for stability and to prevent collapse with possible personal hAry and Ixoperly danoge For genefal guldatce regarding Ste fabrication. storage, delivery. erecllon and bracing of trusses and buss systems, seeANSI/tPli Quality Criteria. DSII-89 and SCSI 8ulldln9 Component Safety Information available from truss Rate Institute. 218 N. Lee Street. Suite 312. Alexandria. VA22314. 8904 Parke East Blvd. n4aParksEast Ta 10 Job I rusS Truss Type 0 ty T11362220 1111640 C6 Hip 1 1 Job Reference o Lionel Budder's First Source, . Groveland, FL 34736 ^Fv ; • — V ^^' w. "Ewa, ' z. ' I D: DT3e7bbeLkPtRgLK3aGvoCzSOES-486WwE711ROleajj FESBJjh09Aoow4KiN W OJoz6N2F 1-0 6.1.3 11-6.10 17-0.0 22.4.0 27-8.0 33-14i 386.13 44 4 4b-0-0 0- 5.543 5 5.6 5.4.0 5.4-0 5 6 5 56 6 Sx6 = 3x8 = 5x6 = Scale = 1:83.2 zv re 1e a 17 co 16 ., 3x8 3x4 — 3x8 MT20HS = US = LOADING(psf) SPACING- 2-0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.51 TCOL 7.0 Lumber DOL 1.25 BC 0.96 BCLL 0.0 ' Rep Stress Incr YES W B 0.64 BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) LUMBER - TOP CHORD 20 SP N0.2 BOT CHORD 2x4 SP N0.2 WEBS 20 SP No.3 2x4 11 10 = 3x8 MT20HS = DEFL. in (loc) Well Ud Vert(LL) 0.33 17 >999 240 Ven(fL)-0.7714-16 >697 180 Horz(rL) 0.25 12 We n/a 3x4 = 3x8 = PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 244 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 2-8-8 oc puffins. BOT CHORD Rigid ceiling directly applied or 2-2.0 oc bracing WEBS 1 Row at midpt 7.18. 7-16 REACTIONS. (Ib/size) 2=1707/0-8-0.12=1707/0-8-0 Max Horz2=176(LC 10) Max Uplift2=-698(LC 10), 12=-698(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3557/1416, 3.4=-3334/1296, 4.5=-3282/1308, 5.6=-2658/1047, 6-7=-2409/1017, 7-8=-2409/1017, 8.9— 2658/1047, 9.10=-3282/1309, 10-11=-3334/1297, 11-12=-3557/1418 BOT CHORD 2.20=-1378/3223, 19-20=-1104/2848, 18-19=-1104/2848, 18-27=-784/2548, 17-27=-784/2548, 17-28=-784/2548, 16.28=-784/2548, 15-16— 929/2848, 14-15=-929/2848,12-14=-1204/3223 WEBS 3-20— 265/290, 5-20— 1151422, 5-18= 605/423, 6-18— 241/741, 7-18-403/240, 7-16=-403/239, 8.16-240l741, 9.16=-605/423, 9-14=-116/422, 11-14=-265/291 NOTES- 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUIt=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf; BCDL=5.Opsf; h=1511; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) automatic zone and C-C Interior(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 6) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6.0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = 10.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 698 lb uplift at joint 2 and 698 lb uplift at joint 12. 8) 'Semi -rigid pitchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. WARNING • Vorfly dodgn paromWW$ and READ NOTES ON 7N1S AND INCLUDED MIMK REPERANCE PAGE Me-7473 rov. IWD MIS BEFORE USE. Design valid lot use only vA01 Mllek®conneclors. Rls de*p Is based only upon pato meters shown. and Is for an I ndlOdual building component. not a truss system. Before use. the 1xLalng designer must verity the appllcalAlly of design parameters oW txopedy i ncorperolo this design Into the overall building design. Bracing Indicated Is to prevent bucafrng or IndlMual Was web and/or chord members orgy. Addilon l temporary and permanent tractng MiTek' Is always required fa stability and to prevent collapse wllh pessBxe personal "and property damage. For general gUdance regacing the faWcoflon. storage. delivery. erection and tracing or trusses and truss systan ns. seeANSI/IPI I Quality C4terla, DSB-89 and BCSI BulWing Component 6904 Parke East Blvd. Safety IMormatton avclk"e from truss Plate Institute. 218 N. Lee Street. Sulte 312. Alexandria. VA 22314.' Tampa. FL 33610 Job n strrea rush Truss Type Qty Pry T11362221 1111640 C7 Nip 1 1 Job Reference o Clonal 0 6 MT k Id Inc Wed Jun 14 13 16:312017 one 1 Builder' s First Source. , Groveland. FL 34736 7.640 a Apr 19 2 I D: DT3e7bbeLkP(RgLK3aGvoCz8OE8• YKg 17a8wW k8W GklvpxzOswDW sa9Sf2gOc9ErnsFz6N2E 1. 012.10.to IB•0-0 25.8-0 31-9.6 37.10•t3 4441-0 0• 6.16 6.1.8 6.1.6 6.8.3 -0-0 Scale = 1:83.2 5x8 = 500 12 27 5x6 = 20 19 ,u 17 16 — 14 13 3xB = 2x4 11 3x4 = 3x8 MT20HS = 3x4 = 3x8 = 3x8 MT20HS = 3x4 = 2x4 11 3x8 LOADING ( PSI) SPACING- 2-0-0 CSI. DEFL. In floc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.83 Vert(LL) 0.32 17 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.94 Ven(TL) -0.70 16-17 >767 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.43 Horz(TL) 0.26 11 n/a n/a BCDL 10.0 Code FBC2014/rP12007 Matrix-M) Weight: 244 Ib FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2.2-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2.0 oc bracing. WEBS 2x4 SP No 3 WEBS 1 Row at midpt 5-17. 6-16. 8-16 REACTIONS. ( lb/size) 2=1707/0-8-0, 11=1707/0-8.0 Max Horz2=196(LC 10) Max U pli ft2= -695(LC 10). 11-695(LC 11) FORCES. ( lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3542/1345, 3-4=-3057/1159, 4-5= 2998/1176, 5-6=-2476/963, 6-27=-2233/945, 7- 27=-2233/945, 7-8-2477/964, 8-9=-2998/1178, 9-10=-3056/1160, 10-11=-3543/1349 BOT CHORD 2-20=-1323/3204, 19-20=-1323/3204, 18-19=-1033/2767, 17-18-1033/2767. 17. 28-693/2232, 16-28=-693/2232, 15-16=-839/2767, 14.15=-839/2767, 13. 14=-1131/3205, 11.13-1131/3205 WEBS 3.19=-498/320, 5-19=-77/405, 5.17-722/455, 6-17= 233/609, 7.16=-181/596, 8- 16— 721/456, 8.14-78/405, 10-14— 499/323 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=S.Opsf; h=15fl; Cat. It: Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone and C-C Intenor(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 6) ' This truss has been designed for a live 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.Opst. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 695 lb uplift at joint 2 and 695 lb uplift at joint 11. 8) " Semi -rigid pitchbreaks Including heels' Member end fixity model was used In the analysis and design of this truss. Q WARNING • Verily dodger Petemetem and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MII.7473 tov. I"3MIS BEFORE USE Design vaild rat use only vAth MitekO conneclors. R* deslen is based orgy upon parameters Mown. and Is for an IndMCAal building component, not a tnas system Before trse. the btildng designer mu sl verify the appxk;abllty of design paramOlers and property Incorporate this design Into the overall bu lldfrlg design. Bracho Indicated Is to prevent bucMlrvj of Individual Was web and/a chord members orgy Additional temporary and permanent bracing MiTek' B always rec"rod fa slablllly and to Irovent collapse with possRlle personal k*ry and properly damage For genetal guldalce regarding the fabrication. storage, dollvery. erection and bracing of lasses arKI truss systems. soeANSVIPI I Quality Criteria, OSB-89 and SCSI Building Component 6904 Parke East Blvd. Taupe. FL 33610 SafetyInformationavollotxefromtrussPlateInstilute. 218 N. Lee Street. Sulle 312. Alexandria. VA 22314. Job Truss Truss Type 1y T11362222 I I11640 ce Hip 1 1 Job Reference (optional) e oo om oe..e. Buddefs Ffrsl Source. • Grovsland, FL 34736 7 640 6 Apf 19 LV . V M" o. ...,..,...._ .,,..,, . __ . ID:DT3e7bbeLkPtRgLK3aGvoCzSQE8-OWEgKwgYG2GNutt5NfU1P8miozVyOzF9ro KOhz6N2D 1 7.5.3 14-2.10 21-0-0 23.8-0 30•S6 37.2.13 44.8-0 6 0 7.5.3 6.9.6 6-9.6 26.0 6.8 6 6.9.6 7.5.3 1-0 Scale = 1:83.2 Sx8 = 5.00 12 Sx6 6 27 7 20 19 1— 17 16 " 14 13 _ 3x8 3x8 = 2x4 II US MT20HS 3x4 = US = 30 = 2x4 If 3x4 = 3x8 MT20HS = LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.63 Ven(LL) 0.33 17-19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.92 Ven(fL) -0.73 17-19 >737 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.61 HOrz(TL) 0.26 11 n/a IVA BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 253 lb FT = 0°b LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-6-8 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5-17. 6-16. 8-16 REACTIONS. (lb/slze) 2=1707/0-8.0, 11=1707/0.8-0 Max Horz2=215(LC 10) Max Uplift2=-692(LC 10). 11=-692(LC 11) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3513/1318, 3-4=-2951/1107, 4-5=-2824/1120, 5.6=-2292/887, 6-27= 2053/874, 7-27=-2053/874, 7-8=-2294/888, 8-9=-2823/1121, 9-10=-2950/1107, 10-11=-3514/1321 BOT CHORD 2-20=-1310/3172. 19-20=-1310/3172, 18-19=-978/2664, 18.28=-978/2664, 17-28=-978/2664, 16.17=-596/2050, 16-29= 763/2663, 15-29=-763/2663, 14-15=-7632663, 13-14=-1098/3173, 11-13=-1098/3173 WEBS 3- 19=-576/365, 5-19=-85/466, 5-17=-824/510, 6-1 7=-284/61 7, 7-16= 242/620, 8-16- 821/510, 8-14= 85/464, 10-14=-577/368, 10-13-0250 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=5.Opsf; h=15fh Cat. If: Exp C; Encl., GCpi=0.18: MW FRS ( envelope) automatic zone and C-C Interior(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurren(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, with BCDL = I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 692 lb uplift at joint 2 and 692 lb uplift at joint 11. 8) 'Semi - rigid pitchbfeaks Including heels' Member end fixity model was used In the analysis and design of this truss. O WARNWG - Verify doslyn penmefers end READ NOTES ON THIS AND INCLUDED MrrEN REFERANCE PAGE M/F7473 rev. I&OW"19 BEFORE USE. Design valid for use only Win Mllek® conne-clors. this ck.-Agn Is parsed only upon paaf neters shown. and Is for at Individual building component, not a truss system. Before use. the building designer must verify the applicability of design p atarrielers and pxoperiy Incorhaate this design Into the overall building design. Bracing Indicated Is to prevent pudding of Individual Inns web and/or chord members orgy. Additional temporary and permanent bracing WOW is always recµtrod tot stabllllly and to pfevenl collapse wllh loss&Ae personal Injury and property damage For genoral guldalce regadBng the fatxk:allon. stotage. dellvery, ofecllon and bracing of trusses and Inm syslerns. seeANSI/1PI1 Quality Criteria, OSS-89 and SCSI Building Component 6904 Parke East Blvd. Safely Information available from truss Rate InstlMe. 218 N lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type Qty ply T11362223 I I11640 ce Hip t 1 Job Reference (optional) e•.aoo enw o,.,... Budder's'Fust Source. , Groveland. FL. 34736 ' ^ ; •• "'•" ••"•^ • •""•• • ". - ... . 10:DT3e7bbeLkPtRgLK3aGvoCz8OE8-Uio2YG9B 1 MOEV 1 SIxM?uxUtyNrJ70u14SItw7z6N2C n•e-0 7•& 14.10-10 22-0-0 2Pe•6 961a12 u3e 1 0 42, 7-1-67.1-0 7.1-0 7.1-0 74-3 OJ-0 Scale = 1.83.2 5x6 = 5.00 12 18 17 10 za 15 cv • 13 12 _ 3x8 axe = 2x4 II 3x8 MT20HS = 3x8 = 3x4 = 2x4 If 3x4 = 3x8 MT20HS = ne-0 7•&3 14.10-10 22-0-0 n—" 39•1a13 M•e-0 7aa 7.1 7.1e 7.14 7.1a 744 LOADING (psf) SPACING- 2.0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.80 TCDL 7.0 Lumber DOL 1.25 BC 0.91 BCLL 0.0 ' Rep Stress Incr YES W B 0.72 BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) LUMBER - TOP CHORD 2x4 SP N0.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No.3 DEFL. in (loc) Ydefl Ud Ven(LL) 0.33 17 >999 240 Ven(TL)-0.7313-15 >736 180 Horz(TL) 0.26 10 n/A rVa i PLATES GRIP MT20 244/190 MT20HS 1871143 Weight: 232 lb FT = 0%, BRACING - TOP CHORD Structural wood sheathing directly applied BOT CHORD Rigid ceiling directly applied or 5-1-15 oc bracing. WEBS 1 Row at midpi 5-15, 7-15 REACTIONS. (Ib/size) 2=1707/0.8.0, 10=1707/0-8-0 Max Horz2=226(LC 10) Max Uplift2=-690(LC 10), 10=-690(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3496/1301, 3-4=.2894/1071, 4-5=-2761/1092, 5.6=-2201/862, 6-7=-2201/861. 7-8=-2761/1093, 8-9= 2894/1072. 9-10— 3496/1304 BOT CHORD 2-18=-1301/3154. 17-18— 1301/3154, 16-17_ 952/2608, 16-25=-952/2608, 15-25— 952/2608, 15.26=-726/2608, 14-26=-726 2608, 13-14— 726/2608, 12-13=-1077/3154, 10-12=-1077/3154 WEBS 3-18=0/268, 3.17— 613/384, 5-17=-89/481, 5-15=-861/540, 7.15=-86l/540, 7-13= 901481. 9-13=-613(386, 9-12=0/268, 6-15— 398/1231 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; BCOL=5.Opsh h=151t; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) automatic zone and C-C Interior(1) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip OOL=1.60 3) All plates are MT20 plates unless otherwise indicated. 4) This truss has been designed for a 10.0 psf bottom chord live load 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 = IO.Opsf. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 690lb uplift at joint 2 and 690 lb uplift at joint 10. 7) 'Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. WARNING - Verily dedyn parameterm and READ NOTES ON THIS AND INCLUDED Mr7EK REFERANCE PAGE Ma7473 rev. I411413MIS BEFORE USE Design vailtl la use only with W lek® conneclots. this design Is based only upon rxramelers shown. and is for an Individual building component. nor a Inns system. Before use. the IxUd ng designer must verily the c"AthabllN of design parameters and Ixoperly Incorporate his design Into the overall building design. 8u1cIng Indicated Is to prevent bucklinrl of Individual tnra web aril/or chord members only. Additional temporary and permanent bracing M!Tek' 1s always tocµlred nor slabllrly and to provont collgne will) ras"o personal Inlury and rxoperty damage. For general guidance regarding the lablk:atloix slotago. delivery. eteelkrn and tracing at Irtlses and truss systerns. seeANSI/TPI I Quality Criteria, OSS-89 and SCSI Building Component 6904 Parke East Blvd. Sarery information available from buss Plate Insiltute. 218 N. Lee Streal. Suile 312. Alexcxndrla. VA 22314. Tempe. FL 33610 Job Truss Truss Type ty T11362224 1111640 CIO Hip 1 1 Job Reference (optional) Burtdoea First Source., Groveland. FL 34736 w""V'. m"— "'""' •z "" ' ID:DT3e7bbeLkPtRgLK3aGvoCz8QE8•yeq?Boz8pRNVbaED??181zeCUwNJNC2yOzr1M3z6N2S 1- 7.1.3 13.6.10 20.0-0 24.8-0 31.1.6 37.8.13 44.8-0 -8-0 7.1.3 6.5.6 6.5.6 4.8-0 6.5.6 6.54 7-1-3 -0-0 Scale - 1:83.2 Sx8 = 5.00 F12 27 5x6 = 20 19 17 16 14 13 2x4 II 34 MT20HS = 3x4 = 3x8 = 3x4 = 2x4 11 34 3x8 = 3x4 = 3x8 MT20HS = LOADING (psf) TCLL 20.0 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2.0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014ITP12007 CSI. TC 0.57 BC 0.93 W B 0.52 Matrix-M) DEFL. in (loc) Vdetl Ud Vert(LL) 0.32 17-19 >999 240 Verl(rL) -0.71 17.19 >758 180 Horz(TL) 0.26 11 OVA rVa PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 248 lb Fr = 0% LUMBER- BRACING- TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-7-3 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 5.17. 6-16. 8-16 REACTIONS. (Ib/size) 2=1707/0.8.0, 11=1707/0.8.0 Max Horz2=206(LC 10) Max Uplift2=-693(LC 10). 11=-693(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3=-3528/1332, 3-4=-3005/1130, 4-5=-2943/1149, 5-6=-2382/922, 6-27=-2140/909, 7-27=-2140/909, 7-8-2383/923, 8-9— 2943/1150, 9-10=-3005/1131, 10-11= 3529/1335 BOT CHORD 2-20=-1317/3188, 19-20=-1317/3188. 18-19=-1006/2717, 17-18=-1006/2717, 17-28=-644/2139, 16-28-644/2139, 15-16=-801/2716, 14-15_ 801/2716, 13.14=-1115/3189, 11-13=-1115/3189 WEBS 3-19=-536/343, 5-19-80/440, 5-17=-778/484, 6-17=-262/648, 7-16=-210/629, 8-16=-777/484, 8-14-80/439, 10.14-537/345 NOTES- 1) Unbalanced root live loads have been considered for this design. 2) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf: BCDL=5.Opsh h=1511; Cat. 11; Exp C: Encl., GCpi=0.18; MW FRS (envelope) automatic zone and C-C Interfor(1) zone; cantilever left and right exposed; end vertical left and right exposed,C-C for members and forces & MW FRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Ops( 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.Opst. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 693 lb uplift at joint 2 and 693 lb uplift at joint 11. 8) 'Semi -rigid pitchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. WARNING. Vedly daddyn paramwos end READ NOTES ON THIS AND INCLUDED MflEK REFERANCE PAGE Ma-7473 rev. 1001WIS BEFORE USE. Design valid for use only vAlh MI lek® conneclots. Bnls design Is based only upon paameters shown, and Is lot an Individual building component. not a truss system. Belore use. the IxAkUQ designer must vedly Ito aplplicatAlly, of design parameters and properly Incorporate this doslgn Into the overall IxNding design. ®acing Indicated is to prevent bucaing of Individual Irrss web aril/or chord members only Addlllona temporary and permanent bracing MiTek' is always recplred fa stability, and to prevent collapse with possilile personal 1nkaY and property damage For gonetol guidance tegadng the latricatbn• storage, clellvery. erection and bracing of trusses and truss systerns. seeANSI/TPI I Quality Criteria, OSS-69 and 6CSI Building Component 6204 Parke East Blvd Safety Information clvallable Iran truss Plate Institute. 218 N. lee Street. Sullo 312. Alexandria. VA 22314. Tampa, FL 33610 Job I rusS Truss Type ty T11362226 t 111640 Ctt Hip1 f Job Reference Clonal BuildeeirRIel Source., Gfoverand. l-L 34736 7.64a .^, ;F, Zvi ^^a^'•""""'"• • •` a 4•• •• • _ ID: DT3e7bbeLkPIRgLK3aGvoCz80E8.OgONO8_mIIW MCkpPYIENgSBNIKIF6bk6ddbauVz6N2R 0 6-53 12.2-10 18.0-0 22.4-0 2641-0 32.56 38.2.13 44.8- 8.0 55-3 5-9 6 S8 8 4-4.0 4 4-0 S9< 5.9 6 6S3 -0-0 Scale = 1:83.2 5.00 12 5x8 = 2x4 11 5x8 = 22 21 — 19 1B 17 '- 1s 14 3x8 2x4 11 3xB MT20HS = 3x8 = 3x8 MT20HS = 2x4 I I 3x8 = LOADING (psi) SPACING- 2-0-0 CST. DEFL. In loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.32 19 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.95 Ven(TL) -0.68 15-17 >794 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.81 Horz(rL) 0.26 12 n/a rVa BCDL 10.0 Code FBC2014lrP12007 Matrix-M) Weight: 260 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-8-0 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 2-2-0 oc bracing. WEBS 2x4 SP No.3 REACTIONS. (Ib size) 2=1707/0.8-0. 12=1707/0.8-0 Max Horz2=186(LC -10) Max Uplift2=-696(LC 10), 12=-696(LC 11) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3551/1357, 3-4=-3111/1193, 4-5=-3057/1204, 5-6=-2560/1003, 6.7=-2400/993, 7.8-2400/993, 8.9=-2560/1004, 9.10=-3057/1205, 10-11=-3111/1194, 11-12=-3551/1360 BOT CHORD 2-22-1328/3214, 21-22=-1328/3214, 20-21 =- 1061/2822, 19-20=-1061/2822, 18-19=-738/2309, 17-18=-617/2309, 16-17=-876/2822, 15.16= 876/2822, 14-15=-1146/3214,12-14— 1146/3214 WEBS 3-21=-448/295, 5.21=-70/386, 5-19=-694/432, 6-19=-229/556, 6-18=-206/356, 7-18— 254/213, 8-18— 207/356, 8-17— 2291556. 9-17— 694/433. 9-15— 701386. 11-15=-448/298 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=4.2pst; BCDL=5.0psi: h=15ft; Cat. II; Exp C, Encl., GCp1=0.18; MW FRS (envelope) automatic zone and C-C Interior(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 6 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated 5) All plates are 3x4 MT20 unless otherwise Indicated. 6) This truss has been designed for a 10.0 pst 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 696 lb uplift at joint 2 and 696 lb uplift at joint 12. 9) "Semi -rigid pitchbreaks including heels" Member end fixity model was used In the analysis and design of this truss. Q WARNING . Verily dodyn pammefore and READ NOTES ON THIS AND INCLUDED utrEK REFERANCE PAGE MO.7473 rev. IaWrAIS BEFORE USE Design valkl for use only vAth Mllek® connectors. This design is rased oNy upon paramelem shown. and Is for an hdlvtdual Ixilding component. not a truss system. Bofore use. the lxNdhg designer mull verity the applicability or design par<mnoters and properly Incorporate this design Into the overallbuwtildingdesign. arachg In icated Is to prevent buckling or Individual tam web and/or chord members orgy A lemporay and permanent ixacIng M iTek' Is always required for sictAlty and to Ixevenl collapse with postli le personal Miry and property damage. For general guidance regarding he fabilcation. storago. dollvery. erecllon awl Wocing of tniss s and iniss systems. sooANSI/1P1I Quality Criteria. OSS-69 and 8CS1 Wilding Component 6904 Parke East Blvd. Safety Irdormallon available from Truss Wale Institute. 218 N. Lee Street. Sulle 312. Alexanarla, VA 22314. Tampa. FL 33610 Job Truss ype ty N Ttt362226 1111640I C12Itirtissip t t Job Reference(optional) Buddee Fast Source., Groveland. FL 34736 7.640 s Apt i u 206inn ex industries. im Wad dun ry 1 a io rs cv a rage, ID: DT3e7bbeLkPtRgLK3aGvoCz80E8-uOxlcT_PK2eDquNb60kNOkS2k33r89FsHK8Rxz6N20 1- 83•l4 16-0-0 22d-0 28.8.0 36.4.2 44.8-0 -8.0 0 8.3-14 7 8.2 6 4-0 6.4-0 7 8.2 8 3 14 -0-0 5. 00 12 SX8 = 2x4 II 5x8 = 18 11 16 do 15 2O 14 12 3x8 = 2x4 11 3x8 MT20HS = 3x8 = 3x4 = 2x4 II 3x8 30 = 3x8 MT20HS = Scale = 1:83.2 LOADING ( psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.95 Vert(LL) 0.33 15 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 8C 0.91 Vert(TL) -0.72 12-14 >742 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr YES WB 0.41 Horz(rL) 0.26 10 Iva n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 229 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 Except' TOP CHORD Structural wood sheathing directly applied. 4. 5,7-8: 2x4 SP No.1 BOT CHORD Rigid ceiling directly applied or 5.2.11 oc bracing. BOT CHORD 2x4 SP No.2 WEBS 1 Row at midpi 3-16, 9-14 WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1707/0.8-0, 10=1707/0-8-0 Max Horz 2= 1 66(LC 10) Max Uplift2=-700(LC 10). 10-700(LC 11) FORCES. ( Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3484/1326, 3.4-277211036, 4.5-2686/1059, 5-6=-2709/1136, 6-7=-2709/1136, 7-8=-2686/ 1059, 8-9=-2772/1037, 9-10=-3484/1328 BOT CHORD 2- 18-1261/3142, 17.18=-1261/3142, 16-17=-1261/3142, 16.25=-832/2488, 15.25=-832/ 2488, 15-26=-7522488, 14-26=-752/2488, 13-14=-1096/3142, 12-13-1096/ 3142, 10-12=-1096/3142 WEBS 3-18= 0/305, 3-16— 736/473, 5-16-125/508, 5-15— 264/490, 6.15-3781319, 7-15=-263/490, 7.14- 125/508, 9-14=-736/474, 9-12=0/305 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=5.0psf; h=15ft Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone and C-C Interior(1) zone; cantilever left and right exposed: end vertical left and right exposed;C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise Indicated. 5) This truss has been designed fora 10 0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members, with BCDL = I O.Opsf. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 700 lb uplift at joint 2 and 700 lb uplift at joint 10. 8) "Semi-ngid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. 0 WARNING • vadry dodgn paramotore and READ NOTES ON THIS AND INCLUDED MTEK REFERANCE PAGE MY- Tin rev. Iar=015 BEFORE USE. Design valid lot use only wpm MI lek* connectors. Bss design Is based only t4x3n parameters shown, and Is lot on Wh4cl sal txAc0ng component, not a huts system. Boforo use. the building designor mtrsl vedly the albpilcabllty of design lxsomelets and Ixoperly W corpotale this design Into the oveall building design. bracing Indicated is to prevent IxtcIdIng of IndMtlual Inks web and/or chard members only. Additional temporary and permanent lraci ng WOW Is always tecitlred for stability and 10 prevent collapse Win possible personal trnpny and ptoperty damage• for genetal gnddance rogaiding the fabrkallon, stotogo. dellvery, erection =1 bracing or Inasos and Irim systems. soeANSI/tPll Cualihy Criteria, OSS-89 and SCSI BuIlding Component 6904 Parke East Blvd. Safety IMormalton available from Irtas Rate institute. 218 N. lee Street. Sidle 312. Alexandria, VA 22314. Tampa. FL 33610 Truss Truss Type h'Ply Ttt362227 1111640 C13 Hip 1 1 Job Reference (,Plio..Il 0 7 P 1 Buildoev First Source., Groveland. FL. 34736 7.640 a Apr 19 2016 MiTek Industries. Inc Wed Jun 14 13 16 20 2 1 age ID:DT3e7bbeLkPtRgLK3aGvoCz8OE8-NOV8pp')15Mm4S1yog8GrvcGgw8YUaUpO4x4hzNz6N2P 1 7.3-t4 14-0.0 19.7.4 25.0.12 30.8-0 37.4.2 44.8-0 -8.0 0- 7.3•t/ 641.2 5-7-4 5.5 8 5-7-a (i 8.2 7.3.14 0-0 Scale = 1:83.2 Sx8 = 5.00 FIT 8%12 = 2%4 II 5%8 = 6%8 = 5 6 26 7 8 9 21 20 rC 18 17 15 11 1.5x8 STP= 2x4 II 4x6 = 5x8 — 5x6 = 2x4 II Sxe 5x8 = 2x4 II 1.Sx8 STP= 4x6 = 4x6 = LOADING (psf) TCLL 200 TCDL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014frP12007 CS1. TC 0.75 BC 032 WB 0.83 Mainx-M) DEFL. in (loc) Well L/d Vert(LL) 0.28 17-18 >999 240 Vert(TL) -0.56 17-18 >964 180 Horz(rL) 0.14 12 rVa rVa PLATES GRIP MT20 244/190 Weight: 285lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc pudins. 5-7,7-9: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 8-2-11 oc bracing BOT CHORD 2x6 SP M 26 WEBS 20 SP No.3 REACTIONS. (lb/size) 2=1707/0-8-0, 12=1707/0-8-0 Max Horz2=145(LC 10) Max Uplift2=-701(LC 10), 12— 701(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.3= 3791/1480, 3.4= 3066/1204, 4-5— 2990/1224, 5-6=-3202/1376, 6.26= 320011374. 7.26=-3200/1374, 7-8=-3200/1374, 8-9=-2785/1174, 9-10=-2991/1223, 10.11=-3067/1203, 11-12=-3790/1478 BOT CHORD 2-21=-1395/3448, 20-21=-1395/3448, 19-20= 969/2771, 18-19= 969/2771, 17-18=-1152/3198, 16.17=-1152/3198, 15-16=-1152/3198, 14-15=-1248/3447, 12-14-1248/3447 WEBS 3-21=0/323, 3-20=-753/469, 5-20— 126/470, 5-18=-32Of750, 6-18= 353/276, 8-15=-734/319, 9-15=-269/870, 11.15=-751/469, 11-14=0/321 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=5.Opsf; h=15f1; Cat. 11; Exp C; End., GCpi=0.18; MW FRS (envelope) automatic zone and C-C Interior(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 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 701 lb uplift at joint 2 and 701 lb uplift at joint 12. 7) 'Semi -rigid pitchbreaks Including heels" Member end fixity model was used In the analysis and design of this truss Q wARNiNG - Verily dedyn pamnwiwa and READ NorEs ON THIS AND INCLUDED Ad EK REFERANCE CAGE M0.7472 rev. 14103/2015 BEFORE USE Design volld for use orgy calm Mlfek® connectors. Ms design is based only upon parameters shown. and Is fa an individual buldlrvj component, not a hens system. 8efae use. Into bxllcang designer must verity the ot4AIcabllly, of clle9Dn lotametets and properly Incog>orato thh design Into the overall orgy. Adclllonal lemporary arxt permanent bracing MiTek' rxBding design. Bracing Iracaled is to prevent bucMing of Individual truss web and/or chord members Is always reed fa slob6lty and to pxevent collapse Win possible personad"and poly damage. For general guidance regarding the fcrixlCatlon, storage, delivery. erection and bracing or tames and truss systems seeANSI/TPI I Quality Criteria, DSB-89 and SCSI 8ulldhmg Component 6904 Parke East Blvd. Tampa. FL 33610SafetyInformationavaliablotrainbussRateInstitute. 218 N. Lee Street. Sure 312. Alexandria. VA 22314. Job Truss Truss Type ty T11362228 1111640 C14 H.P 1 1 Job Reference (optional) I.--, , ID:DT3e7bbeLkPtRgLK3aGvoCz80E8-NDV8pp?15Mm4S1ypg8GrvcGIX8ZoaYA04x4hzNz6N2P 1-r)• 6-3.14 120 18.11.4 25.8.12 32-0-0 38.4.2 44.8-0 -8 0 8-314 '.42 6 11 4 6 98 8 11.4 5 8 2 6 3 14 It Scale = 1:81.6 8x12 = 2x4 II 5x8 =5x8 = 8x8 = 5 o0 12 4 5 24 6 7 8 19 is 17 16 15 14 13 12 1.54 STP= 2X4 11 4x6 = 54 = 5x8 = 2x4 11 5)A = Sx8 = 2x4 II 1.5x8 STP = 4x6 = 4x6 = LOADING (psf) SPACING- 2-0.0 CST. DEFL. in loc) Udell Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.52 Vert(LL) 0.32 15-16 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.30 Ven(rL) -0.62 15-16 >867 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.62 Horz(rL) 0.15 10 rVa rVa BCDL 10.0 Code FBC2014/rP12007 Matrix-M) Weight: 281 lb FT = 0°e LUMBER- BRACING - TOP CHORD 2x4 SP No.2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-7-12 oc puffins. 4.6,6-8: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 8-2-13 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at midpi 7-16, 7.13 WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1707/0-8-0, 10=1707/0-8.0 Max Horz2=-125(LC 11) Max Upli112=-703(LC 10), 10=-703(LC 11) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3= 3840/1512, 3.4-3256/1352, 4-5=-3737/1661, 5-24— 3735/1659, 6-24-3735/1659, 6-7= 3735/1659, 7-8-2978/1290, 8-9=-3256/1351, 9.10=-3840/1511 BOT CHORD 2-19-1417/3501, 18-19-1417/3501, 17-18=-1093/2959, 16.17-1093/2959, 15-16=-1467/3734, 14.15— 1467/3734, 13-14=-1467/3734, 12-13=-1290/3501, 10.12=-1290/3501 WEBS 3.19=0/255, 3-18-608/389, 4-18-101/445, 4-16— 484/1071, 5-16=-430/348, 7-15=0/267, 7.13=-1051/481. 8-13— 306/941, 9-13=-607/390, 9-12=0/254 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-10; VUIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=5.0pst; h=151t; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (envelope) automatic zone and C-C Interior(1) zone; cantilever left and right exposed: end vertical left and right exposed:C-C for members and forces 8 MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 703 lb uplift at joint 2 and 703 lb uplift at joint 10. 7) 'Semi -rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. 0 WARNINO . Verily dedgn pam netens and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PACE M11-7479 rev. 1=2016 BEFORE USE. Design valid for use only %Ain fv9lekO connectors Rds design Is based only upon parameters shown, and Is for an IncOvkAud buRUing component, 1 a tniss system. Before use, the building designer must verify the applical111ty of design palamolom and propedy Incorporate this design Into the ovoall bx9dhng design. Bracing Indicated Is io prevent buckling of Individual truss web and/or chord members ontly. Additional temporary and pwnxmenl bracing MiTek' is always readied nor sbatAlly and to pevent collapse with possible personal hnkay and ixopedy damage. For genoral guidance regarcling the labdcotlon. storage. dellvery, erection and bracing of trusses and truss systems, seeANSI/TPI I Quality Criteria, OSS-89 and SCSI Wilding Component 6204 Parks East Blvd. Safety Information avallabxe hotn Truss Plate Institute. 218 N. Lee Street. SJIe 312, Alexandria. VA 22314. Tampa. FL 33610 o toss runs type T11362229 1111640 Ct5 Hip t 1 Job Reference(optional) Dunaars fast aw ce., vwewnu, r ur, av - -- - - I90i - ID:OT3e7bbeLkPtRgLK3aGvoCz80E8-rP3W190fsgux38X_Ero4SppwNrYvOJ2tYJbpEVgz6N20 1-0 5.3.14 10-0-0 16.2.14 22.4-0 28.5.2 3480 39.4.2 448-0 6-0 0 5-3 14 48.2 6.2.14 6.1.2 6.1-2 6.2.14 48.2 5.3.14 axe = 500 F12 4 5x8 = 2x4 II 5x8 = Sx8 = 6x8 = 5 6 7 8 9 Scale = 1:81.6 imm E-1 qq4P-sa i 1.54 STP = 4x6 = 19 18 17 16 15 14 13 Sx8 — 4XIO MT20HS = Sx8 — 2x4 II Sx8 2x4 11 400 MT20HS = 1WW 1.5x8 STP = 4x6 = LOADING (psi) TCLL 20.0 TCOL 7.0 BCLL 0.0 ' BCDL 10.0 SPACING- 2-0-0 Plate Grip DOL 1.25 Lumber DOL 1.25 Rep Stress Incr YES Code FBC2014frPI2007 CS1. TC 0.42 BC 0.30 W B 0.41 Matrix-M) DEFL. in Verl(LL) 0.39 Veri(rL) -0.72 Horz(TL) 0.17 loc) Vdefl Ud 16 >999 240 16 >748 180 11 rVa rVa PLATES GRIP MT20 244/190 MT20HS 187/143 Weight: 281 lb FT = 0% LUMBER- BRACING - TOP CHORD 20 SP No 2 'Except' TOP CHORD Structural wood sheathing directly applied or 2-8-4 oc puffins. 4-7,7.9: 2x6 SP M 26 BOT CHORD Rigid ceiling directly applied or 7-6.3 oc bracing. BOT CHORD 2x6 SP M 26 WEBS 1 Row at midpt 5-19, 8-13 WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1706/0.8-0, 11=1725/0.8-0 r Max Horz 2=- 1 12(LC 11) Max Upllft2=-705(LC 10), 11=-718(LC 11) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3804/1606, 3.4= 3472/1465, 4.5=-3197/1397, 5-6= 4585/2085, 6-7=-4585/2085, 7.8=4585/2085, 8-9_ 3193/1392, 9-10=-3468/1460, 10-11=-3798/1598 BOT CHORD 2-19=-1466/3492, 18-19=-1779/4240, 17-18=-1779/4240, 16.17=-1779/4240, 15-16-1767/4238, 14-15=-1767/4238, 13.14-1767/4238, 11-13=-1387/3486 WEBS 3-19=-364/346, 4-19=-373/1067, 5-19=-1348/669, 5.16=-311/489, 6-16=-317/265, 8.16-313/490. 8-13=-1349/670, 9.13-371/1065, 10-13=-361/344 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=4.2psh BCDL=5.Opsf; h=15ft; Cat. 11; Exp C: Encl., GCpi=0.18; MW FRS (envelope) automatic zone and C-C Intenor(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) All plates are MT20 plates unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 705 lb uplift at joint 2 and 718 lb uplift at Joint 11. 8)'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. Q WARNING - Valrr dadyn parameters and READ NOTES ON THIS AND INCLUDED MREX REFERANCE PAGE M/F7473 ray. IGOLIOIS BEFORE USE. Design valid for use only Win Milek® connectors. This design Is based orgy upon pasametors shown. and Is lot on Individual building component. not a tnss system. Before use. the building designer must verity the gXAlcotAity of design pxlramelets and properly Incorporate 0% design Into the overall miss chord members only. Additional temporary and permanent bating M iTe k' building design. Bracing traicated Is to prevent buckling of Individual web and/or Is always re%&ed tot slaWlly and to prevent collapse with possible personal "and property damage. Far general guidance regarding the labricatbn storage, delivery, erection and bracing of musses and muss systems, soeANSI/IPI t Quality Critedo, DSB-89 and SCSI Building Compon*nl 6904 Parka East Blvd. Safety Information ovaltable from Truss plate Instllute. 218 N. Lee Street. Sullo 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type 0 ty T11362230 11111640 C 16 Roof Special 1 1 Job Reference o tronal Buddee Ftrsl Source, Groveland, FL. 34736 7 640 a Ape ,, 2.- 6 iv wV4,,..... . ,.e,. . ID:DT3e7bbeLkPtRgLK3aGvoCzBOES-nn8GSr2vOHiZ,;hNLGgiXEZFWLa2rtq ;mvlLaiz6N2M t4Y0 47.1I tLbo 440 141.1 t6f18 233-10 2/-10.15 32.60 33a03suL0 , 39.10.2 d49-0 48.0.0 1• 4.7.14 4 o.2 0• 4.9.1 4.7.5 1.7.5 d-7.5 49.1 1.0• 2.0-0 ' 4.2.2 4.9•td 1.4.0 7xl0 = 5x6 5.00 12 4x6 = 20 11 d c e 7 a0 802 = 20 II Sx12 = 6x8 = 10 11 12 13 28 27 26 25 24 23 2221 20 19 18 17 Scale = 1:86.6 1.5x8 STP= 3x6 II 4x6 = 7x10 = 3x6 II 7x10 = 8x10 = 3x6 II 1.5x8 STP= 3x6 11 4)-UI 9.4-0 141•t 16iL8 23310 27.10•t5 924L0 336-03580_, 3?102 44fY0 47.14 4-&2 49-t 47.5 47.5 47.5 4A1 40 2.00 42-2 41F14 Plate offsets (KY)-- 12.0-4-0 0-2-14I 15.0-2-6 0.4.121 112.0-6.0 0.3-01 113.0-4.0 0-2-21 f15:o-4.0 0-2-141 120:0-3-e o-4-01 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.47 Vert(LL) 0.53 23-24 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.27 Ven(rL) -0.96 23-24 >559 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.90 Horz(rL) 0.16 15 rVa rVa BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) Weight: 335 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x6 SP M 26 'Except' TOP CHORD Structural wood sheathing directly applied or 2-7-11 oc purlins. 1-4,4-5,13.16: 2x4 SP No.2 BOT CHORD Rigid ceiling directlyapplied or 7-6-15 oc bracing. BOT CHORD 2x8 SP 240OF 2.0E WEBS 20 SP No.3 REACTIONS. (Ib/size) 2=1706/0.8-0, 15=1725/0-8-0 Max Horz 2=-104(LC 11) Max Uplift2= 703(LC 6). 15= 716(LC 7) FORCES. (lb) - Max. CompAMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-3894/1583, 3-4-3616/1557, 4-5=-3836/1690, 5-6=-5046/2272, 6.7-5663/2556. 7-8=-5663/2556,8-9=-5464/245219-10=-5464/2452,10-11=-5464/2452, 11-12=-4803/2132, 12.13=-3357/1474, 13-14=-3609/1542, 14-15-3879/1559 BOT CHORD 2-28-1405/3571. 27.28=-1405/3571, 26-27-1515/3749, 25-26— 2139/5042, 24.25-2139/5042.23-24=-2510/5841, 22-23=-2510/5841, 21-22=-1830/4478, 20.21-183014478. 19-20— 1584/3929, 18-19=-1589/3941, 17-18=-1355/3559, 15-17=-1355/3559 WEBS 3-27=-287/239, 4-27=-1019/2360, 5-27=•1989/964, 5.26=-762/1609, 6-26=-851/494, 6.24=-356/809, 8-24=-273/112, 8-22=-518/238, 10-22=-314/248, 11.22= 579/1235, 11-20=-2220/1067. 12-20=-964/2125, 12-19=-124/275, 12-18=-1314/617, 13-18=-579/1424,14-18=-295/237 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=5.Opsf; h=15fl; Cal. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone and C-C Interlor(1) zone; cantilever left and right exposed; end vertical left and right exposed;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) All plates are 5x8 MT20 unless otherwise indicated. 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrenl with any other live loads. 6) ' This truss has been designed for a live load of 20.0psf on the bottom chord In all areas where a rectangle 3-6-0 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 703 lb uplift at joint 2 and 716 lb uplift at joint 15. 8) 'Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. Q WARNING - Vedry deslyn paremerere and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MD-7473 rev. 1003MIS BEFORE USE. vdkd lot use only with M11ekO connectors. Ms design is based only upon pummelers shown. aid is rot an hdlvkkiat building component. not OFotttusssystem. Below use. the bxltding designet must vedry the c0111llcabllty of design paalteters and properly hcorprrale this design Into the ovetall building design. ®acing Indicated Is to prevent buckling of OWWLKA truss web and/oc chord members only Addllloncd temporary and permanent tracing Welk' b dwoys regaled Ux stability rind to prevent cdlarAe wllh possible peusorld"and proporty Uarlage. For gerwral guldabce tegaiding the Icibricallon. storage, delivery. erection and bracing of trusses and Inuss systems. seeANSI/1PI I Quality Cdlerla. OSS-89 and SCSI fdubding Component 6904 Pack& East Blvd. Salefy Information avdloble Item truss Plate Institute. 218 N. Lee Slreel. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 russ ype yT11362231r11obfuss11640C17RoofSpecialGirder11 Job Reference (optional) f1 7r.•17 N117 Pnnu 1 tsunaer'9 b inert bounce, iftweram. rl. i9l so - - - - - - ID.DT3e7bbeLkPtRgLK3aGvoCz80E8-ycF58mEriezOgfLIYlBnmrnrRnVOHCEXD2U?I3z6 v9 0- 3.9.14 7.0 0 10 4.0 11.4 16.2.0 21-0 0 25 10.0 30 8.0 31- 34-8.0 37-8-0 40.10.2 44-8 0 6 0 0. 3.9.14 3.2.2 3.4.0 0 4.10.0 4-10.0 4.10.0 4.10.0 0 3.0 0 3.0.0 3.2.2 3-9.14 4- Scale = 1:81.9 5x6 = 5.00 12 ' 5x8 — 5x6 = 4 43 5 Sx6 = Sx8 = 2x4 II 3x6 = 5xl2 = Sx6 = 3x8 = 5x6 = f 12 45 13 46 14 34 33 47 32 31 30 2928 48 27 26 41 2524 42 23 22 21 49 20 50 19 to 3x6 = 2x4 II 3x4 = 3x8 = 3x6 = 2x4 II 6k8 2x4 II Sx12 = 20 II 3x8 = 2x4 II 3x6 = 34 = 3x6 = 3x4 = 3 9 14 7.0 0 10 4.0 11.4 p 16.2.0 16•B•5 21 0 0 25.2 3 25r10.0 30 8 0 31-8 p 34.8.0 37.8.0 40-10.2 44.8.0 A. n. -19 a.tn-n -0. 3.0.0 3-t)•0 3.2.2 r 3.9.14 Plate Offsets (X Y) 14.0 5 12 0.2 81 (5.0.3-0 0.2.41 f12.0-3-0 0-2-41 114.0-3-0 0-2-41 LOADING (psi) SPACING- 2-0-0 CSI. OEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.76 Ven(LL) 0.13 20 >999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.74 Vert(TL) -0.23 20-21 >999 180 BCLL 0.0 Rep Stress Incr NO WO 0.97 Horz(TL) 0.06 16 Na We BCDL 10.0 Code FBC2014lrP12007 Mainx-M) Weight: 252 lb FT = 04b LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-88 oc puffins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 5-1 -5 oc bracing. WEBS 2x4 SP No.3 OTHERS 20 SP No.2 LBR SCAB 23-26 20 SP No.2 one side REACTIONS. All bearings 0-8-0 except Qt=length) 27=8-8-0, 28=0.3-8, 25=0-3-8. lb) - Max Holz 2=-85(LC 13) Max Uplift All uplift 100 lb or less at joint(s) except 2= 434(LC 8), 27=-796(LC 5), 16= 571(LC 9), 28=-302(LC 4), 25— 543(LC 5) Max Grav All reactions 250 lb or less at joint(s) except 2=966(LC 19), 27=1449(LC 1), 16=1199(LC 20), 28=762(LC 19), 25=1249(LC 20) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-3=-1817/774, 3-4— 1625/749, 4-43=-1309/649, 5-43=-1309/649, 58=-1397/684, 6-7=-1198/594, 7.44=-769/1708, 8-44=-769/1708, 8-9=-769/1708, 9-10=-769/1708, 10-11— 1464!/62, 11.12= 1633/860, 12-45=-1643/850, 13-45=-1643/850, 13.46=-1987/986, 14-46=-1987/986, 14-15=-2149/1036, 15.16=-2302/1058 BOT CHORD 2-34_ 713/1636, 33-34=-713/1636, 33-47=-599/1503, 32-47=-599/1503, 31-32=-509/1241, 30-31=-499/286, 29-30=-499/286, 28-29=-499/286, 28.48=-499/286, 27-48=-499/286, 26-27=-797/397, 26-41_ 797/397, 25-41=-797/397, 24-25=-797/397, 24-42— 797/397, 23-42=-797/397, 22.23— 797/397, 21-22=-703/1610, 21-49— 886/2016, 20-49=-886/2016, 20-50=-886/2016, 19-50=-886/2016, 18-19=-890/2079, 16-18= 890/2079 WEBS 4-33=-147/509, 4-32=-271/166, 5-32=-107/339, 6.31=-761/387, 7-31=-832/1912, 7.29— 591/332, 7-27=-1366/712, 8-27= 410/386, 10-27=-1032/554, 10-24=-1070/575, 10-22=-1166/2548, 11.22— 734/429, 12-22=-304/242, 12-21=-252/668, 13-21_ 543/259, 14-19= 144/500 NOTES- 1) Attached 5-4.0 scab 23 to 26, back faces) 2x4 SP No.2 with 1 row(s)of 10d (0.131'x3') nails spaced 4" o.c.. 2) Unbalanced roof live loads have been considered for this design 3) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsh h=151t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) automatic zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 4) Provide adequate drainage to prevent water ponding. 5) This truss has been designed for a 10.0 psi Bottom chord live load nonconcurrent with any other live loads. 6) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 434 lb uplift at joint 2, 796 lb uplift at joint 27. 571 lb uplift at joint 16, 302 lb uplift at joint 28 and 543 lb uplift at joint 25. 8) 'Semi -rigid pilchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. Q WARNING - Vwq dosryn parametant and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev. l aW0016 BEFORE USE wtDesignvalidlauseonlyvAlhtAltek® Conneclas Rds design is based only upon "Omelets shown. and Is for an individual budding component. not a Russ system. Before use. the txdlc lnp designer must verify the appticaUBly of design parameters and property Incorporate this design into the overall building design. Bracing Indicated Is to prevent txrctdi ng of Individual tars web and/or chord members only. AdcIDlonai lemporafy and permanent txocing MiTek' is always recauired for slob0ity and to prevent collapse wllh possible personal Intu y and property damage. For general guidance tegadi ng the kdxlcatlon, storage, de (very, election and bracing of Insses and truss systems soeANSI/fPI I Quality Criteria, DSB-89 and SCSI Building Component 6904 Parke East Blvd Tarnpe, FL 33610SafetyinformationovdtablefromtrussRateInstilute, 218 N. Lee Street. State 312. Alexandria. VA 22314. Job I russ russ type ty Y T113sn3, 1111640 C17 Roof Special Girder 1 1 Job Reference (optional) ors n tsurroers First bourse, ureverano. rL J4140 ID:DT3e7bbeLkPtRgLK3aGvoCz8OE8-ycFsBmEiiazOgfLIYlBnminrRnVOHCEXD2U?l3z6 v9 NOTES- 9) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 106 lb down and 122 lb up at 7-0-0, 87 lb down and 122 lb up at 9-0-12, 67 lb down and 118 lb up at 19.0.12, 67 lb down and 118 lb up at 21-0-12, 67 lb down and 118 lb up at 23-0-12, 87 lb down and 122 lb up at 31-8-0, 87 lb down and 122 lb up at 33.7.4, and 87 lb down and 122 lb up at 35.7.4, and 173 lb down and 213 lb up at 37-8-0 on top chord, and 307 lb down and 137 lb up at 7-0-0, 65 lb down at 9-0-12. 266 lb down and 144 lb up at 10-4-0, 50 lb down at 19-0.12, 50 lb down at 21-0-12, 50 lb down at 23-0-12, 307 lb down and 137 lb up at 31-8.0, 65 lb down at 33-7-4, and 65 lb down at 35-7-4, and 307 lb down and 137 lb up at 37-7-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. 10) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B) LOAD CASE(S) Standard 1) Dead + Root Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) Vert, 1-4=-54, 4.5=-54, 5-6=-54, 6-11=-54, 11.12= 54, 12.14=-54, 14-17=-54, 35-38=-20 Concentrated Loads Qb) Vert: 4=-87(F) 9=-67(F) 12=-87(F) 14=-126(F) 33=-307(F) 32=-266(F) 27=-33(F) 8=-67(F) 21=-307(F) 19=-307(F) 26=-33(F) 43=-87(F) 44=-67(F) 45=-87(F) 46=-87(F) 47=-41(F) 48=-33(F) 49=-41(F) 50=-41(F) Q WARNING - Vwffy doatin pammeters end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MIF7473 rev. Id UMI S BEFORE USE Design valid lot use only with Mllek® connectors. 0ls design Is based only upon parameters shown, and Is for an kxfMdttlol building component, not a Inns system. Before use. the Wicli lg designer must verify the crppticabli fy of design parameters and properly klcotporalc this design Into the overall btdldtng design. Bracing Indicated Is to prevenl b ucIdIng of Individual muss web anxd/or chord members only. Additional temporary and permanent lxactng M iTek' Is always reclslred for slablllly and to txevent collapse with poss6He personal it*" and txopedy damage. For general guidance regarding the laixlcatbn, storage, delivery, erection aiyj t3racing of misses and muss sysletns, seeANSI/1PI I Quality Criteria, DSO-69 and IICSI Building Component 6904 Parke East Blvd. safety Information available Rom Truss Plale Institute. 218 N. Lee Street. State 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type Oty ply T11362232 1111640 CJ1 Jaek-Open 10 f Job Reference 'optional, wow .a!6:332rm'r Peel Suddaed Fxst source. Groveland. FL.34735 ..o,.....v, .. z ._..-.----.. . I0:DT3e7bbeLkPtRgLK3aGvoCzSOE8-Ulo2YG98I MOEV 1 SlxM4uxW 2BN3M7Z3J4Sitw7z6N2C Scale = 1:6.6 2x4 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Well Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Ven(LL) -0.00 5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Ven(TL) -0.00 5 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) 0.00 2 rVa rlla BCDL 10.0 Code FBC2014lrP12007 Matrix-M) Weight: 5 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 1.0.0 oC puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (Ib/size) 3=10/Mechanical, 2=113/0-8.0, 4=4/Mechanical Max Horz2=42(LC 10) Max Uplifl3=-9(LC 10), 2=-74(LC 6) Max Grav3=10(1-C 1). 2=113(LC 1). 4=12(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7.10; VUIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interior(1) zone; cantilever left and right exposed: end vertical left and right exposed;C-C for members and forces & MW FRS 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 9 lb uplift at joint 3 and 74 lb uplift at joint 2. 6) 'Semi -rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. O WARNING - Verily doslpn pwamefore and READ NOTES ON DO AND INCLUDEO MrrEK REFERANCE PAGE AM74173 rev. 9=12015 BEFORE USE Design valid lot use only vAth Mllek®ConneClors. Ms design Is b osecionly upon lxnamelem shown. once Is for on hxitvlducd building component, not a trim system. Beloie use. the building designer must vedfy the gbplcabllty, of design pcaamelors and poperly kicotporate this design Into the overall Additional temporary and pbermanenl txackng MiTew Ixedhngdesign. Bractng hndlcoted Is to povent bucaing of IntlMdual truss web and/or chord members oNy. is always requited for stagily and to Ixevent collgbse with possible personal popedy clatnage. Fot general gnddo nce togarcing the tabdcallo n. storage. delivery, etc -Coon and IxaChng of Inures and Inm systems, soeANSI/fPl I Quality Criteria. OSS-89 and IICSI Building Component 6904 Parke East Blvd Tampa. FL 33610 Safety Irdwrnatlon available Irom truss Rate Inslliute. 218 N. Lee Sheet. Sulle 312. Alexandila. VA 22314. Job Truss Truss Type Uty ply Tt1362233 I 11640 CJiA Jack -Open 2 t Job Reference (optional) 1-0-0 1-0.0 2x4 = I0:DT3e7bbeLkPtRgLK3aGvoCz80E8-yvLOkApofX5781UU4X71JZrE2nPes0,1SI6TOSZz6N2B LOADING(psf) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.01 Ven(LL) 0.00 4 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.01 Ven(rL) 0.00 4 999 180 BCLL 0.0 ' Rep Stress Incr YES WB . 0.00 Horz(TL) 0.00 3 We Na BCDL 10.0 Code FBC2014/rP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 1=38/0-8-0, 2=19/Mechanical, 3=16/Mechanical Max Horz 1=22(LC 10) Max Uplilll=-12(LC 10), 2=-15(LC 10), 3=-8(LC 10) FORCES. (Ib) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:6.6 PLATES GRIP MT20 244/190 Weight: 3 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 1-0-0 oc puriins. 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=5.Opsf; h=151t: Cat. II; Exp C; Encl., GCpi-0.18; MW FRS (envelope) gable end zone and C-C Interior(1) zone; cantilever left and right exposed: end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 12 lb uplift at joint 1, 15 lb uplift at joint 2 and 8 lb uplift at joint 3. 6)'Semi-rigid pitchbreaks including heels' Member end fixity model was used in the analysis and design of this truss. Q WARNING - Verily dad9n paramorors and READ NOTES ON THIS AND INCLUDED MI EK REFERANCE PAGE MD7473 reV. f0092016 BEFORE USE Design valkl for use only with Mltek®conrneclors. this design Is based only upon paameters shown. and Is lot on Indlvkxtal bulding component. not a trtm system. Beim use. the building designer must verity the aPWkatAryof design parameters and property Wogtorato this design Into theoverdl Additional temporary and permanent Ucr_Ing WOW btRt9ng design. Bracing Indicated Is to Ixevent budding of Individual truss web and/of chord members only. is always requited for slabuity, and to rxevenl collapse calla posse personal Injury and Ixoperty damage. For general guidance fogardng the falAccifkxn. slorogo. delivery, erection and bracing of tames an<l truss systems seeANSI/IPI I Cuatiry Criteria, OSS-69 and SCSI Butiding Component 6904 Parke East Blvd. Salary Information ovallatlle from Iruss Role Instltule. 218 N. Lee Street. Suite 312. Alexa chlo. VA 22314. Tampa. FL 33610 oIT(USS Truss Type ty T11362234 1111640 CJ3 Jack•Open 10 1 Job ReferenceGonal 7 640 A r 19 2016 MtTek Industries Inc Wed Jun 14 13 16 35 2017 Page 1 Buddeed First Sourcer Groveland. FL 34736 1D:DT3e7bbeLkPtRgLK3aGvoCz8OE8-OSvpzyBRZztylLcg2n2MOmOOhB19bTZCXmC_?Oz6N2A 1-0-0 3.0.0 1.0 o 3.0.0 20 = LOADING (psi) SPACING- 2-0.0 CSI. DEFL. in loc) 1/dell L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Vert(LL) 0.00 7 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.05 Vert(TL) 0.01 4-7 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 rVa n/a BCDL 10.0 Code FBC2014/TPI2007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=59/Mechanical, 2=184/0.8-0, 4=29/Mechanical Max Horz2=86(LC 10) Max Uplift3=-56(LC 10), 2=-89(LC 10) Max Grav3=59(LC 1), 2=184(LC 1), 4=45(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:10.9 PLATES GRIP MT20 244/190 Weight: 11 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 3.0-0 oc purlins. BOT CHORD Rigid telling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10: Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=5.Ops1: h=15ft; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interior(1) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 3) - This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 4) Refer to girder(s) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 56 lb uplift at joint 3 and 89 lb uplift at joint 2. 6) 'Semi -rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. Q WARNWO • verlry dedgn peremeters end READ NOTES ON THIS AND INCLUDED MHEK REFERANCE PAGE NO.7473 rev. 1010312015 BEFORE USE Design valkl for use only with I41ek0connecets. Ihisdesignn lS tX1sed oriy ulxn "Orrletefs Shawn. and Is fa an Individual building component. not a Inns system. Before use, the building designot must verity the c4)IA;catAliV of design pmcwnOlors cord Ixoperly i ncotpolale "design inlo the overall Additional Iempolory and bracing MiTek' building design. Bracing Indicated Is to provent Ixtckifng of lnclMdtKd truss web and/or chord members only. permanent is always required lot stability and to Ixeveni collgxe with possible personal frnkny and Ixopany damage. For general guidance regaidlng Me fablbalkxn. storage. delivery. erection and bracting of tntsses and muss systems. soeANSI/IPI I Quality CdterW. OSB-89 and BCSI Building Component 6904 Parka East Blvd. 6904 P. rk East Safety Information available from truss Plate Ins11Me. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Job russ Truss Type oty Ply T11362236 11 i1640 CJ3A Jack -Open 2 1 Job Reference(optional) MT k I dis Inc Wed Jun 14 13 1636 2017 Pape 1BufdantFirstSourcq. Groveland. FL. 34736 7 640 s Apr 19 2016 t o n usfI a. e ID:DT3e7bbeLkPtRgLK3aGvoCz80E8-vITBAHC3KHnoMVBscVZbZ_xZvb3OKwoImOyXXSz6N29 2.0.5 300 2.0.5 0-11.11 S M119 Scale = 1.10.9 5 2x4 II 1.SxeSTP= 16-0 1.6-0 300 1.6.0 LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud PLATES GRIP TCLL 200 Plate Grip DOL 1.25 TC 0.11 Vert(LL) -0.00 4-5 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.08 Vert(TL) -0.01 4-5 >999 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(rL) 0.01 3 We rda BCDL 10.0 Code FBC2014/rP12007 Matrix-M) Weight: 10 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 3-0-0 oc purlins, except BOT CHORD 20 SP No.2 end venicals. WEBS 2x4 SP No.3 SOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. REACTIONS. (lb/size) 5=103/0-8-0, 3=71/Mechanical, 4=32/Mechanical Max Holz 5=39(LC 7) Max Uplif15=-45(LC 6), 3— 48(LC 6) Max Grav5=103(LC 1), 3=71(LC 1). 4=53(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; VUIt=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDI-=S.Opsf: h=1Sit; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interior(1) zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown: Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water ponding. 3) This truss has been designed for a 10.0 psi bottom chord live load 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 vide 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 45 lb uplift at joint 5 and 48 lb uplift at joint 3. 7) 'Semi -rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. r0 WARNING - Verffy closfyn parameters and READ NOTES ON THIS AND INCLUDED ai REFERANCE PAGE MIF7473 ray. I&V"16 BEFORE USE. Design voild for use only VAth MIIekQI Connoclors. IMs design 8lwsed only upon parmetefs slr v and Is la an individual! building Componenl, not a krrss system. Before use. the building designer must verify the ar)INIcabllly of design Pararrwlets and ptopetly Incorpotale Ihls design Ingo the overall 1xAc&V design. ®acing Indicated Is to IxeVeni bucl40ng of Inc§Wucd frlra web and/or chord members orgy. Addillonal temporary, and permanent Ixaclng is always tecpLed lot stabllBy and to prevent collgrse with possible personal tr1M+y and proporty damage. For general guidance regarding If o MiTek' lalxlcatbn, storage, dellvery, eroc0on and bracing of musses and Inns systems seeANSUIPI I Gua9ty, Critafla, OSS-S9 and 9CS1 Building Component Safety Information available Oom truss Rate Ins1iMB. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. 6904 Parke East SAW. Tanpa. FL 33610 Job Truss Truss Tpe oty pry Tt1362236 1111640 CJS Jack -Open 10 t Job Reference Lionel tsueaertarassourcq, uroveiana.M saran....-..._..r......_._....._....._ ..-----'-"--"------- ID:DT3e7bbeLkPtRgLK3aGvoCz80E8-vITBAHC3KHnoMVBscVZbZ_xXEb2aKwotmOyXXSz6N29 1-0-0 5-0-0 1-0.0 5-0-0 20 = LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Udell Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.22 Ven(LL) 0.02 4.7 999 240 TCDL 7.0 Lumber DOL 1.25 BC 0.17 Ven(TL) 0.04 4-7 999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 2 n/a We BCOL 10.0 Code FBC2014/TPI2007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 SOT CHORD 2x4 SP No.2 REACTIONS. (lb/sfze) 3=100/Mechanical, 2=274/0-8-0, 4=45/Mechanical Max Horz 2=131(LC 10) Max Upltfl3=-98(LC 10). 2=-125(LC 10) Max Grav3=100(LC 1). 2=274(LC 1), 4=75(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale a 1:16.1 PLATES GRIP MT20 244/190 Weight: 17 lb FT = 0% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0-0 oc punins. 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=5.Ops1; h=151t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interlor(1) zone; cantilever left and right exposed; end vertical left and right exposed,C-C for members and forces & MWFRS for reactions shown, Lumber OOL=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 lit 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 98 lb uplill at joint 3 and 125 lb uplift at joint 2. 6) 'Semi -rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. WARNING • vaulty dedgn parameters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE M67473 rev. 1692M16 BEFORE USE. Design vdkf for use only with Iv91ekO conneclois this design Is based only upon parameters shown. and Is lot an Individual building component, nol a Iruss system. Before use. Ina building designer mull verify the applicability of design Mo neters and ptopedy Incoporole this design Inlo Ire overall lxgding design. ®acing indicated is to rxevent budding of lndlvldin:ri truss web and/orchord members orgy Addlllorwt lei nporary and petrnanent Lxacing M iTek' is always requtraf for stability and Io ptevenl collapse Win I>DssRAe personal Injury and property damage. For general guldatce iegadrtg the fatxlcatlon. sloage. dailvery. erection and bracing of trusses and trm systems, se :ANSI/tPl I Quality Criteria, OSS-89 and SCSI Suild ng Collporent 6904 Parke Easi Blvd. Safety Information avallablo from truss Plate Ins11Me. 218 N. lee Streel. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job Truss Truss Type ty Tr1362237 1111640 CJSA Jack -Open 2 1 Job Reference o _tonal auttears rim Aourcq. ulwem IU. 11.- ID: DT3e7bbeLkPtRgLK3aGvoCz8OE8-NUIZOdChSavf_fm3AC4g6BTgl NU3N2v_4h43uz6N28 4-0-5 5-0-0 4-0.5 0.11.11 3x4 11 LOADING (psf) SPACING- 2.0-0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 TCDL 7.0 Lumber DOL 1.25 BC 0.26 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FBC2014ITP12007 Matrix-M) s.00 DEFL. In (loc) Udell Ud V@n(LL) -0.03 4-5 >999 240 Vert(TL) -0.07 4.5 >817 180 Horz(rL) 0.07 3 n/a We LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD BOT CHORD 20 SP No.2 WEBS 2x4 SP No.3 BOT CHORD REACTIONS. (Ib/size) 5=177/0-8-0, 3=123/Mechanical, 4=54/Mechanical Max Horz 5=63(LC 7) Max Uplifl5=-86(LC 6). 3=-87(LC 6) Max Gravy=177(LC 1), 3=123(LC 1). 4=91(LC 3) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. Scale: 3/4'=1' PLATES GRIP MT20 244/190 Weight: 17 lb FT = 0% Structural wood sheathing directly applied or 5-0-0 oc purlins, except end verticals. Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=1511; Cat. 11; Exp C; Encl., GCpi=0.18: MW FRS (envelope) gable end zone and C-C Interior(1) zone; cantilever left and right exposed; end vertical left and right exposed:C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 2) Provide adequate drainage to prevent water pending. 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 lit 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 86 lb uplift at joint 5 and 87 lb uplift at joint 3. 7) 'Semi -rigid pitchbreaks Including heels' Member end fixity model was used in the analysis and design of this truss. Q WARNING. Verily dedpn porametem and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MR-7472 rev. rC MIS BEFORE USE Design laild fa use only v4m MllelcD donnadtors. lW design k twsad only upon parameters shown. and Is lot an trxlMdual buildkng component. not a truss system. Before use, the bullring deslgnot must verity the applicability of design paratnelels and p lopedy incorporate this design Into the overall Atic9tbnal lemWorY and permanent string WOWtxAdhngdesign. Bating Incricated Is to prevent budding of Individual truss web and/or chord rnembets only. B dways reguirod for stdbQlly and to prevent collapse Win possible personal "and property damage For ganerd guidance regarding the fabrkollm storage. dellvory, ereClkrn and bracng of busses and In= systems, soeANSI/tPI I Quality Criteria, OSS-89 and SCSI Building Component 6904 Parke East Blvd Safety IMotmadon ava0able Iran truss Rate institute. 218 N. lee Street. Sulle 312. Alexandria. VA 22314. Tampa, FL 33610 Job Truss Truss Type ry N T11362238 1111640 EJ6 Jack -Open 3 t Job Reference(optional) 5utlda/9 FIr61 boutco. urovarana. FL. 34r36 ....-..-.y.... .. ...__...__. ..._ .. __ __.. - __ I0:DT3e7bbeLkPtRgLK3aGvoCz8OE8-NU12OdCh5avf fm3AC4g6BTgG_NV3N2v_4h43uz6N28 1-0-0 6-0-0 1-0-0 6-0-0 3x4 = 6-" A Scale = 1:17.1 LOADING (psi) SPACING- 2.0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip OOL 1.25 TC 0.33 Ven(LL) 0.03 4-7 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.25 Vert(rL) 0.08 4-7 844 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) 0.00 2 rVa We BCDL 10.0 Code FBC2014lrP12007 Matrix-M) Weight: 20 lb FT = 0% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=121/Mechanical, 2=320/0-8.0, 4=53/Mechanical Max Horz 2= 154 (LC 10) Max Uplift3=-119(LC 10), 2=-144(LC 10) Max Grav3=121(LC 1), 2=320(LC 1), 4=90(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. BRACING - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc puriins. BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. NOTES- 1) Wind: ASCE 7.10; VUII=140mph (3-second gust) Vasd=108mph: TCDL=4.2psh BCDL=5.Opsf: h=15ft: Cat. II; Exp C: Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Intedor(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces & MW FRS 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 119 lb uplift at joint 3 and 144 lb uplift at joint 2. 6) 'Semi -rigid pitchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. Q WARNING - V dry dodyn pantmofort and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE A40.7473 rev. rdW/2016 BEFORE USE. Design valid for use only vAlh Mllek®conneclors. Ihls design Is based onlyupon pruameters shown. and Is for an individual b ulding component. not a puss system. Belem too. the txdldhtp designer must verily the appllcabllly of design parameters and properly hlcorporate B1k design Into the ovetall Additional temporary and permanent irachlg WOW buildingdesign. Bracing Indicated Isto prevent bucMing of Individual truss web and/or chord members only It always requited for stability and to prevent collapse with possble personal 1MIay and property damage. For genetal guidance regarding the fatxk: criion. storage. delivery. erection and tracing of trusses and Inuss systems soeANSI/IPI I Cuatily Criteria, DSB-89 and BCSI Building Component 6904 Parks East Blvd. Tampa. FL 33610 SafelyInformationovdiableDomTrussRateIrlstlkile. 218 N. Lee Street. SWIe 312. Alexandria. VA 22314. Job Truss Truss Type oty ply T113fi2239 1111640 EJ7 Jack -Open 23 f Job Reference (optional) auewasruetsource. uroveana.rL.a+iso r.... ...... ... ........ ...----..._._.._.---- - 10:DT3e7bbeLkPtRgLK3aGvoCz8OE8-rgbxbzDJsuIWcoKFpvb3ePOpwOh9og120kRecLz6N27 1.0.0 7-0-0 r 100 7-0-0 Scale = 1:19.6 3X4 = 7-0-0 7-0-0 Plate Offsets O .Y)-- 12.0-0-10 Edael LOADING(psf) SPACING- 2-0.0 CSI. DEFL. In loc) I/dell L/d PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.46 Ven(LL) -0.06 4-7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.36 Ven(TL) -0.16 4-7 >537 180 BCLL 0.0 ' Rep Stress Incr YES W B 0.00 Horz(rL) 0.01 2 n/a We BCDL 10.0 Code FBC2014frPI2007 Ma(rtx-M) Weight: 23lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 5-9-2 oc puriins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10.0.0 oc bracing. REACTIONS. (Ibtsize) 3=141/Mechanical. 2=366/0.8-0, 4=61/Mechanical Max Harz 2=170(LC 10) Max Uplift3=-123(LC 10), 2=-164(LC 10) Max Grav3=141(LC 1), 2=366(LC 1).4=105(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7.10; VUlt=140mph (3-second gust) Vasd=108mph; TCOL=4.2psf: BCDL=S.Opsf; h=15f1; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (envelope) gable end zone and C-C Interfor(1) zone; cantilever left and right exposed; end vertical left and right exposed;C-C for members and forces 8 MW FRS 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 123 lb uplift at joint 3 and 164 lb uplift at joint 2. 6) 'Semi -rigid pitchbreaks including heels' Member and fixity model was used in the analysis and design of this truss. WARNWO - Verily dedgn parameters and READ NOTES ON THIS AND INCLUDED NlrEK REFERANCE PACE M67473 rev. Id413/201S BEFORE USE. Design valkl for use only w101 Welf6connectors. Inds design Is used only upon parameters shown. and Is tot an inclldcktal btldi ng component, not d kuss syslenn. before use. the builalng designer mtrsl verity the applicability of design parameters and popreriy Incorporale this design Into the overall ix/ lding design. Bracing Indicated Is to pevent buckling of IndNklual truss web aril/or chord membets only. Adc9tlonal temporary and permanent bracing MiTek' B anvays tequtred for stability and to prevent collapse with pos de personal k* fy and property damage. For general guidance regafdtrp the fatxk: ollm storage. delivery. erection and bracing of trusses and Inns systems. swANSI/IPI I Quaely Criteria, OSS-89 and 9CS1 Building Component 6904 Parke East Blvd. Safety Information available Iran Inns plate Instrule. 218 N. Lee Street. Suilo 312. Nexanado. VA 22314. Tempo. FL 33610 runs Truss Type ty T11362240 1111640 HJ7 Diagonal Hip Gedar 6 1 Job Reference(optional) o•.n .n inn D..,.. oueeaps rem bo urcp, urwewno. rt.. sv too • •- - - v o- -- -- -- --- ---- I0:OT3e7bbeLkPtRgLK3aGvoCz80E8-n3in3fir>f FaOVHEr6UerKdXIg58RCMW GgHLh2wI6Dz6N25 1.5.0 5.2-9 9.10.1 1.5-0 5.2.9 4-78 Scale = 1:21.8 5.2.9 4.7-6 LOADING (pst) SPACING- 2.0.0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.33 Ven(LL) 0.03 6-7 999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.43 Ven(TL) 0.09 6-7 999 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.29 Horz(rL) 0.01 5 n/a We BCDL 10.0 Code FBC2014frP12007 Matrix-M) Weight: 41 lb FT = 0% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD BOT CHORD 2x4 SP No.2 BOT CHORD WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 4=115/Mechanical, 2=481/0-10-15, 5=295/Mechanical Max Horz2=180(LC 4) Max Uplift4=-94(LC 4), 2=-267(LC 4), 5=-118(LC 8) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-11=-779/300, 11-12=-752/303, 3.12= 720/309 BOT CHORD 2-15=-399f/21, 15-16=-399f721, 7.16=-399f721, 7-17— 399f721, 6-17=-399f721 WEBS 3-7=0/253, 3-6=-768/425 Structural wood sheathing directly applied or 6.0-0 oc puffins. Rigid ceiling directly applied or 9.4-1 oc bracing. NOTES- 1) Wind: ASCE 7-10; Vul1=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=5.Opsf; h=15f1; Cat. If. Exp C: Encl., GCpl=0.18; MW FRS (envelope) gable end zone; cantilever left and right exposed; end vertical left and right exposed; Lumber DOL=1.60 plate grip DOL=1.60 2) This truss has been designed for a 10.0 psf bottom chord live load 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 94 lb uplift at joint 4, 267 lb uplift at joint 2 and 116 lb uplift at joint 5. 6)'Semi-rigid pitchbreaks including heels' Member end fixity model was used In the analysis and design of this truss. 7) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 14 lb down and 14 lb up at 1-4-15, 14 lb down and 14 lb up at 1-4-15, 27 lb down and 54 lb up at 4-2.15, 27 lb down and 54 lb up at 4-2.15, and 44 lb down and 103 lb up at 7.0.14. and 44 lb down and 103 lb up at 7-0-14 on top chord, and 8 lb down and 1 lb up at 1-4.15, 8 lb down and i lb up at 1-4.15, 9 lb down and 0 lb up at 4-2-15, 9lb down and 0 lb up at 4.2.15, and 24 lb down at 7-0-14, and 24 lb down at 7-0-14 on bottom chord. The design/selection of such connection device(s) Is the responsibility of others. 8) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (pit) VAR' 1.4=-54, 5-8=-20 Concentrated Loads (lb) Vert: 13=-48(F=-24, B=-24) 15=3(F=1, B=1) 16=-12(F=-6, B=-6) 17= 34(F=-17. B= 17) Q WARNING - Verily dedgn paranierars and READ NOTES ON THIS AND INCLUDED MrTEK REPERANCE PAGE MD-7472 rw. 10AXI IS BEFORE USE Design valid for use only w11h Mlfek0 conneclas. Inls design Is based only upon p womelers Mown. and is for an knlMduad buldlr>d Compornent. nor a Was system. Before rise, the buldIng designer must verify the applicabllly of design p atarnefors and plropedy Incorporate this design into the oveiallonly. Addpllonal lemp otary and permamml lracing MiTek' IxgdlrVj design. Bracing Indicated Is to prevent buciding of Individual trim web and/or chord mornbers is always requited for statAly aril to prevent collapse with posltlle personal trytay and pxopeny damage. For goneral guidance regarding the latxkallm storage, delivery, erc'c1lon and baclrlg of tames and fnm systems. seeANSI/IPl1 Quality Crilaida, OSS89 and SCSI Building Component 6904 Parka East Blvd. Tertpa. FL 33610SalaryInformationavailablebornIt= Plate Instl lute. 218 N. Lee Sireel. Sudle 312. Alexandria. VA 22314 Symbols PLATE LOCATION AND ORIENTATION 3/4 Center plate on joint unless x, y offsets are indicated. Dimensions are in ff-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. 2 orientation, locate Aie from outside edge of truss. This symbol indicates the required direction of slots in connector plates. Plate location details available in MiTek 20/20 software or upon request. PLATE SIZE The first dimension is the plate 4 x 4 width measured perpendicular to slots. Second dimension is the length parallel to slots. LATERAL BRACING LOCATION Indicated by symbol shown and/or by text in the bracing section of the output. Use T or I bracing if indicated. BEARING Indicates location where bearings supports) occur. Icons vary but4e reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DS,B-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. Numbering System 6-4-8 dimensions shown In ft-in-sixteenths Drawings not to scale) 2 TOP CHORDS M JOINTS ARE GENERALLY NUMBEREDAETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI t section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved mm MIIP MiTek 0 MITek Engineering Reference Sheet: Mil-7473 rev. 10/03/2015 A General Safety Notes Failure to Follow Could Cause Property Damage or Personal Injury 1. Additional stability bracing for truss system, e.g. diagonal or x-brocing. is always required. See BCSI. 2. Truss bracing must be designed by on engineer. For wide truss spacing, Individual lateral braces themselves may require bracing, or alternative Tor I bracing should be considered. 3. Never exceed the design loading shown and never stock materials on Inadequately braced trusses. 4. Provide copies of this truss design to the building designer, erection supervisor, property owner and all other Interested parties. 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each joint and embed fully. Knots and wone 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, preservotive treated, or green lumber. 10. Comber is a non structurol consideration and Is the responsibility of truss fabricator. General practice Is to comber for dead lood deflection. 11. Plate type, size. orientation and location dimensions Indicated ore 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 purlirs provided at spacing indicated on design. 14. Bottom chords require lateral bracing of 10 ft. spacing, or less. if no ceiling Is installed, unless otherwise noted. 15. Connections not shown ore the responsibility of others. 16. Do not cut or after truss member or plate without prior approval of on 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 oil portions of this design (front, bock, words and pictures) before use. Reviewing pictures alone Is not sufficient. 20. Design assumes manufacture in accordance with ANSI/TPI 1 Quality Criteria. I .. 4 44' LIS i FPAF 1 1 11 i'm71 a Ll l lft•I I f11 l l l l\, 1LIFI•©..,+t©I hlM= 7' 4" k'! Builders FirstSouroe 1. Client to review overall placement plan Including dimensions, roof and calling conditions, top chord sae, overhang I cantilever Iengths,heel heights, beating d non4)eadng Wall kxations and heights. 2 Client to review entry and / or other conditions that require cantering of peaks, overhangs or cantilevers to ensure proper truss design. 3. Client to review cemu AHUconditionssuchas, hung from iling, ssed into ceiling or attic mounted. It is the client's responsibility to inform buss plant of locations, sae, and weights. 4. Client to renew special conditions; such as beam bads, dropped soft bads and skykle locations to ensure proper truss design / placement S. Ceiling drops and valleys not shown are to be field framed by went. S. Hip and comer jacks not cut are to be cut in the field by others. 7. Overhangs are 2x4 or 2x6, no blocking is applied. B. Overhangs are considered wild, cut to fit in field. 9. Temporary or permanent bracing is not included in truss Package. Q. 10 Erect trusses per SCSI-Bt Summary Sheet. Prior to erecting mosses refertosealedtrussangin*nng sheets for additional important into. 11. It is the chant's responsibility to eooridinate delivery dates with truss plendsales. Truss delivery will be on the agreed upon date.. W 12. Client to provide a marked location for delivery Location must be accessible, level and dear of materials and debris. In Irou of this, trusses will be delivered in the best available location at our drivels discretion. No charges will be accepted H above criteria is not met 13. AB truss repairs must be coordinated with truss plant. Do Not Cut Any Trusses before contacting buss plant with specifies of problem. 14. No back charges or cane charges of any kind will be accepted unless specifically approved in writing by truss plant management 15. Note, One approved layout must be returned le buss plant before fabrication I scheduling. 16. — Upon signing you agree that you have reviewed this placement plan in its entny. Approved By: Approval Date: Requested Delivery Date: Roof Loading: 20.00 TCLL, 7.0 TCDL 0.0 BCLL, 10.00 BCDL, DOL 125 Root Lading: 40.00 TCLL, 10.00 TCDL, 0.0 BCLL, SA BCDL. DOL 1.00 T. C. Pitch : 5112 Wind Code MWFRS/ASCE 7-10 B. C. Pitch : Flat Design Method FBC-2014I TPI-2007 T C Size Varies Wind Speed 140 mph / Exp. C Heel Hgl Varies Mean Hgt 15' Min. Bearing Varies Building Ca L II Cantilever NIA Importance Factor : 1.00 Overhang . 1' 4' Enclosure Partially Enclosed O. H. Cut Plumb Enclosure Lanai Partially Enclosed Spacing 24' O.0 Enclosure Entry Partially Enclosed HUS26 a Typ. Single Ply Root Truss HHU846 a Typ,..pp(( Floor Truss GUS2gJ HHUS46 ( THAC22 Y( SUR46 Hangers are Manufaearrod bad Shnoson Strom Tie unless noted aMerwW See Legend in Layout Truss Layout Client Starlight Project, Wyndham Preserve Model, 1551 Halley S (RH) Lot / Subdivision / Street Address Lot 182/ Wyndham Preserve Location, Sanford, FI. f IDate PlanDate: 011111, U20117 C612016I Div n By Patrick Church I G 1 RECORD COPY n City of Sanford Building and Fire Prevention Permit # Project Location Product Approval Specification Form PARC As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www.floridabuildinQ.or4. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma Tru Fiber Classic FL15000-R2 Sliding MI Windows & Doors 420 FL15332-R2 Sectional Wayne Dalton 5120/6100/9100 #0230 FL9174.3-R11 Roll U Automatic Other 2. Windows Single Hung Silverline Bldg Prod. Corp. Series 2900/4900 Single Hung FL19715-R2 Horizontal Slider Casement Double Hun Fixed Awninci Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding Soffits Aluminum Coils Mastic Endurance F1,12194-113 Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products Asphalt Shingles CertainTeed CorpRoofing CertainTeed Asphalt Shingles FL5444-R10 Underla ments Tamko Asphalt saturated Organic Felt FL12328-R7 RoofingFasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofino slate Cements/ Adhesives / Coating Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Lomanco Aluminum Roof Louver FL3792-R8 Other June 2014 Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Equipment Other 6. Skylights Skylights Other 7. Structural Components Wood Connectors / Anchors Truss Plates Engineered Lumber Railing Coolers/Freezers Concrete Admixtures Precast Lintels Cast -Crete USA Inc High Strength Concrete Lintels FL158-R8 Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelope Products Applicant's Signature Applicant's Name Please Print) June 2014 Florida Building Code Online Page 1 of 3 Beimuiafibm I tt r ida (d BaS Home I lop to I User Replstratlon I Hot TOPICS I Submit Surcharge I Slats a Fatly I Publlntions I FBG Stair I Gas Ste Map I Maki I Search BuslnYe5CnPa'l 0 Product Approval USER: Pro essi Pubic User Regulation Product Aooroval Menu > Pmdud or AmIldUon Search > AQW j;Aaen tJst > Application oaten , FL # FUS000-112 Application Type Revision Code Version 2014 Application Status Approved Comments Archived T.] Product Manufacturer Therrna-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43S17 419) 298-1740 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rlckw@rwbldgconsultants.com Technical Representative Address/Phone/Emall 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 G3 Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan 3. King, P.E. Li Validation Checklist - Hardcopy Received Certificate of Independence FLLS000 R2 COI Certificate Of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Vear AAMA/WDMA/CSA101/I.S.2/A440 2005 ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM E1300 1998 ASTM E84 2000 ASTM G26 1995 TAS 202 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15000 R2 Eauly FL - IS000 Eaulv of Standards.ndf https://www.floridabiiilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPo... 8/31/2015 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Method 1 Option D Oate Submitted 05/29/2015 Date Validated 06/28/2015 Date Pending FBC Approval 07/05/2015 Date Approved 08/19/201S Summary of Products FL # I Model, Number or Name Description 15000.1 a. "Fiber -Classic' or "Smooth -Star' 6'8 'Non -Impact" Opaque Fiberglass Door with & without Sldelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Limps of Use Installation Instructions Approved for use In HVHZ: Yes FL15000 R2 H INST 15000.1.0f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.1 for Design Pressure Ratings, any FLiS000 R2 AE EVAL 15000.1.0df additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "]" part number doors and sldelltes, which have been stained or painted within 6 months of Installation.) 15000.2 or "Smooth -Star" 6'8 "Non -Impact" Opaque Fiberglass Door with & withoutrFIbe,-Classic" Sldellte(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Instatlation Instructions Approved for use In HVHZ: Yes FL15000 R2 Il INST 15000.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.2 for Design Pressure Ratings, any FL15000 R2 AE EVAL 1S000.2.odf additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "I" part number doors and sldelltes, which have been stained or painted within 6 months of Installation.) 15000.3 or "Smooth -Star" 8'0 "Non -Impact' Opaque Fiberglass Door with & withoutrlIber-Classic" Sidelite(s) - Outswing (X, OX or XO, OXO, )0X, OXXO Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15000 R2 it INST 15000.3.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.3 for Design Pressure Ratings, any FL1S000 R2 AE EVAL 15000.3.0df additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of 7" part number doors and sldelltes, which have been stained or painted within 6 months of Installation.) 15000.4 d. 'Fiber -Classic" or "Smooth -Star" 8'0 "Non -Impact° Opaque Fiberglass Door with & without Sldelite(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLLS000 R2 It INST 15000.4.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.4 for Design Pressure Ratings, any FL15000 R2 AE EVAL 1S000.4.0df additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of 'I" part number doors and sldelltes, which have been stained or painted within 6 months of Installation.) 15000.5 e. "Fiber -Classic' or "Smooth -Star' 810 "Non -Impact" Glazed Double Fiberglass Door - Outswing Inswing (XX Configurations) https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPo... 8/31/2015 Florida Building Code Online Page 3 of 3 Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL1S000 R2 11 INST 15000.S.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.5 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.S.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of "]" part number doors, which have been stained or painted within 6 months of Installation.) 15000.6 I f. "Flber-Classic" or 'Smooth -Star' I6 o" NInswing - Imps ' Center Hinged Configurations) Fiberglass Double Limits of Use Installation Instructions Approved for use in HVHZ: Yes FLiS000 R2 If INST iS000.6.odf Approved for use outside HVHZ, Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15000.6 for Design Pressure Ratings, any FL1S000 R2 AE EVAL 15000.6.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. (This product approval requires the use of " I" part number doors, which have been stained or painted within 6 months of Installation.) eack FEB CsMM9LW :: 1940 North MorroeSLMeL Tallahassee FL 32399 Phonc 850-07.1824 The State of Florida Is an AA/EEO employer. Coovrfoht 2007-2013 Stets of Florida.:: PrNacv Statement :: Aerts9birty Statement :: Refund Statemeat Under Florida law, emaa addresses are public records. V you do not want your a -map address released In response to a public -records request. do not send electronic mail to this entity. Instead, contact the office try phone or by traditional mail. If you have any questions, please contact 050.407.1395. -Pursuant to Section 455.275(1), Flodda Statutrs, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Oepartment with an email address If they have one. The ernalls provided may be used for official cornmunlotlon 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 an be made available to the public. To determine N you are a licensee under Chapter 4S5, F.S., please click b=. Product Approval A®pts: MM CrcditSAVE https:// www.floridabuilding.orglprlpr app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPo... 8/31/2015 THERMAITRU' o THERMA TRU DOORS 1 IS INDUSMAL DR.. EDDORON. ON -&3517 FIBER CLASSIC"/ "SMOOTH STAR" 8'0 OUTSWING w/ & WOUT SIDELITES FIBERGLASS DOOR womimpAcr GENEIM NOYES 1. This product has been evaluated and is In compfance with the 51h Edition (2014) Faklo Building Code FBC) structural reoements hchi g the'Hlgh Velocity Hurricane Zone POW). Z Product anchors shall be as Qsted and spaced as shown on details. Anchor embedment to base material shoo be beyond wall d wsing or stucco. 3. When used in the WAr thls product Is required to be protected with an ImpactresWarl covering that complies with Section 1626 of the FBC. 4. When used in areas outside of ]he WHr requling wind borne debris protection this product Is requred to be protected with an Impact resistant covering thot compiles with Section 1609.12 of the FBC. 5. For 2hs stud f conk construction, anchoring of these units shill be the sane as that shown for 2x buck masonry construction. 6. Site conclitbris that deviate from the details of this drowing require further engineering analysis by a kerued englneer or registered architect. 7. OubwIng configurations using coastal s# Hem #39 under active doors, and all sills used under Inactive doors, meet water niBhation requirements for INKr. Oubwing conflguraHors using sill Hem # 19 under the door do not meet the water nAlrotlon requirements for the *HVHr and shall be installed only in non -habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sit Is less than 45 degrees. W- WMAX 1OSX MAX OVEILVL FRAME WIj J 5 D ' n s DETAR W1E 51irEr6rJDOUat£ W/SIO£IflE'S OUrS1wNC UMr e... 0 SEE MAIL ' S)w SEE 0MALL WUM SINGLE + 67.0 -67.0 DOUBLE + 47.0 -47.0 +60.0 -60.0 SINGLE a DOUBLE WITH SIDELRES +47.0 -47.0 +60.0 -60.0 G3 ue N.T.S. i JK D L N: IFS MIC " 0. FL- 15000.J R c ar1Dr 12 p 55 to 56 EXTERIOR k p, 36AV MAX DOOR INTERIORRIOR PANEL WIDTH M L 2 HORIZONTAL CROSS SECTION 0193 ,V DOOR PANEL 4M7' t; r— D"* RIIS49, DMIOR INS OR sd LATCH e f TOPP RAIL SIO07"MSTILESTM) &(sm-4—niSTIR) DOOR PANEL Smooth Star O calk- 02/24/12 St; tLINOE STILE -"N VERTIC sr-IM N.T.S. S BOTTOM L r2 At GROSS SECTION MOOTH STAR) & I( SONISTAR) \2 DOOR PANa M Dr. JK eft W. LFS sm 2 orb n ilm IN 36.0(r MAX DOOR PANE. WIDTH i) 1 1310 td L DOOR PANEL Fiber Classic 3 EXTERIOR v 1\ HORIZONTAL CROSS SECTION 3 DOOR PANEL 4.0= Ar IMMaLwa CH STILE Op RAIL@1551? CLASSIC) (FIBER CLASSIC) Up a 0 o IL fls HINGE S—nLOT—IIORM= sortN. T.S. 0 IC) ( MB CC) 12mmr-AL cRoss sEcnoN & JK DOOR PANEL cwx or. LFS CROM N04 FL- 15000.3 SHM 3 OF 12 11T GLASS 1 /2' MIN. 40 UT GLASS BU GLASS THK. BITE 40 G1 TEMPETEMPEREDFr 40 Gt M41 25' STEEL IN RINTERCEPTSPACER SE£ NOTE I 5' INSULATED GLASS Vi/ SMC LITE FRAME GLA7ING DETAII 13.Wr MAX PANG WIDTH 7.12Y MAx D.L.O. WID1H r T AIR SPACE 25' STEEL TEMPERED I RIOR INTERCEPT CLASS SPACER 29 SEE N40OTE1 5' INSULATED GLASS W/ PVC LITE FRAME GLAZING DETAIL SEE NOTE 1 1 HORIZONTAL CROSS SECTION 4 SIOEUTE PANEL d = I I N 2152' 2Mrjp1 v 4[--1 Ar —i I 1.675 c J_ O IT a /„1 PLASTIC UP LfTE FRAME &LLASTIC UP LTE FRAME L'`' EXTRUDID PVC EXTRUDED SMC 1D7T 1 jr!- 2 VERTICAL CROSS SECTION SIOEUIE PANEL 072: 1. Spacing for item /29 Ar g41 (Ifte frame screws) I I I is as follows: From the bottom up on sides, 6.5' F-1 S3+t with (7) more spaced at 9.875' o.c. there ore (2) screws both top and bottom at 2.125' in from each 1 SIDEUTE TOP do BOTTOM RAIL 36 SIDELJTE BLANK SIDE STILE comer. 42 FINGER JOINTED PONDEROSA P1NE, SG=0.43 FINGER JOINTED PONDEROSA PINE, SG=0.43 1 /2' MIN. GLASS THK. TEMPERED GLASS AIR SPACE I/B' TEMPERED GLASS E 1 SIDELITE PANEL Smooth Star Ischm N.T.S. L er. LFS mm ro: FL-15000.3 fT OF L SEE NOTE 2 n B 62 : • i%:+: mY 39 I a t591 1 VERTICAL CROSS SECTION 5 Outswing configuration see ggeneral notes, sheen for FIVHY water infiltration requirements 60 49 48 6 51 ,e rr rill 13 it 2 17 42 30 20 33 1 SEE NOTE 1 , 7 34 NOTE: .•r <:.. 1. The sidelite Is direct set into the t.:; . jamb with (12) item /43 0 18 x SEE NOTE 2 62 , . ct 2' pfh. wood screw. There ore (4) INTERIOR EXIERIOR of each vertical jamb, from the top down at 13.5', 31', 48.5' do 3 VERTICAL CROSS SECTION MERIOR INTER10 66' There ore (2) at the header 5 Shown w/1x sub —buck of 4' from the outside comers of the frame. there are (2) at the SEE NOTE 2 sill, 4' from the outside comers. 46 62 2. Optional surface bolt see design .;.:s• ', pressure chart sheet 1. INTERIOR EXTERIOR T., 6 .1:F ra,;... 47 i.. 4230i:..,i',':: 19 Y 2 VERTICAL CROSS SECTION 5 14 SWL N.T.S. Dirt. ee JK 4 \ VERTICAL CROSS SECTION oa. sr. LFS 5 Outswing configuration aawre ML- see Wrgl notes, sheetl FL-15000.3fors2waterinfiltration requirements — -A- orb, i 24 22 45 ..... . 8 7 35 27 43 u 36 1 INACTIVE ACTIVE IWERI 34 7 , t-1 8 A pl, P2 10 cl 33 13 C* 43 SEE NOTE I flu JUMMM 9 10 37 18 HORIZONTAL CROSS SECTIONI'*\ HORIZONTAL CROSS SECTION t2 49 is 17 35 45 A 44 36 46 INTERIOR INTERIO 4. z Wr G1 ... ACTIVE EXTERIO 3.3 43 SEE NOTE 1 34 DETAIL 'A MIN OPTIONAL SURFACE BOLTS IN ACME PANEL• 13 C-SWK (SEE DESIGN PRESSURE CHART) 48 CAM 02/24/12 SAL PW) SOMM N.T.S. 1. The sidefite is direct set Into the jamb with (12) item 143 a IS x 2' pfh. wood Scraw. Mr. ft JK D HORIZONTAL CROSS SECTION There aft We LFS3Thereare (4) at each vertical jamb. from the top down at 13.5". 31. 48.5' & 66. or* (2) at the header at 4* from the outside comers of the frame. there are (2) at the CVAW= ML- ItIVsill, 4' from the outs;de comers. FL-15000.3 ! a swm 6 OFJZ 48 49 73 17 .1SMM. n 7 rrlrll loft Om0 1a69212v • EugL CW f44LJ n1. The sidelite is direct set Into the jamb with (12) item 143 a IS x 2' pfh. wood screw. There are p ' ; 13 4) at each verticoi jamb, from the top down of 16 13.5', 31' 48.5' & 667. There are (2) of the 1-1/4'MIN 21 16 header of 4' from the outside comers of the a EM& frame. There are (2) of the sill, 4' from the outside corners. 1 HORIZONTAL CROSS SECTION 7 GI o 4B 1-1/4' MIN. EMB. (TYP) 49 m 1SM1i 17 13 45 6 CSMK 43 a 44 V) 10 ACTIVE t'; , ;, ;.? wr': •: C1 33 to 36 1;:'!,•' w i), 0 34 43 m p i SEE NOTE 1 35 jEYFFRIQ$ a, 21 02 24 12 i 9 16 43 erx¢: N.T.S. 10 12 JK o 2 HORIZONTAL CROSS SECTION L 3 HORIZONTAL CRO55 SEC71ON g Q PROMma" 7 7 18 c 4 MULLION 1 II SHOWN FOR 1 II MASONRY49 II REFERENCE 1 II OPENING TYP. HEAD 1 MULLION II Qc JAMBS 1 SHOWN FOR REFERENCE II IIII II II 1 II 2X BUCK II 1 II II II ASTRAGAL II 1 SHOWN FOR II II 1 REFERENCE II II 1 II II 1 II II 1 II DOUBLE BUCK W/SIDE1 ITES ANCHORING MASONRY OPENING CONCRETE ANCHOR NOTB- I. Concrete anchor locations at the comets maybe coated to mofntcdn the mIn. 2X BUCK edge distance to mortar joints. 2. Concrete anchor loccfbns noted as ?AA)L ON CS4Mr mud be coated to maintain the min. edge dbtance to nvdarlobft additional concrete onchors may be nuiLtIred to en"e the 7AM. ON C94W dhmWm are not exceeded I Concrete anchor table., 10'Alt;U6ii Ry XNCj46Jj..*:. 7 FTW TAPCON Ifir 1-1/c C ELCO I UL7RACONO, 114* 1.114- 4' d V 9 5. 12 1 L 8 v- otiTTT M--. Q0 C; wt 02 24 12 st4m me ar JK ma LFS ff OpAw" "a- FL- 15 2 00Wi3 8 2 a; A MASONRY - OPENING FRAME- 2X BUCK - DETAIL '3' NEW 8- J A. DOURLF DOOR W/SIDELITFS CONCRETE ANCHOR NOTE: 1. Concrete anchorlocallons of the Coates may be ousted to maintain the mtn edge distance to mortorjokris. 2 Concrete anchor locations noted as MAX. ON CDJIER-must be ocousted to maintain the min. edge dstance to martor jolft oddlJlonof concrete ondtors may be required to ensure the WAX ON CENITr dimension are not exceeded. 3. Cortcrefe anchor table: IINCJI'OR> MUiG_`.;::: arilt!FCi A•RANEE`'NILi;G{F R!WCEAjVCtf¢R-; t1!PE;:'•_• i_:S E__; ni;uspn!ti'.•:;-: Io'jliat r ir: fMBFDMfM::::.-::i':a 11VI1 TAPCON• 1/4' 1-1/4' 2' 4' TAPCONN/ 16- 1-1/4' 1.1/2- WOOD SCREW INSTALLAWN NOTE: I. Mokltch o minimum 5/8' edge datonce, I"end dblonce, d 1-o.c. spockV of wood screws to prevent Me tptlttirtg of wood 77 tan pi 13 W/2X BUCK ''4uj If O`,`` J p INSTALLATION u c z" 51 W/1X BUCK _ it ` u 'P .. MASONRY INSTALLATION = E i ` = u HEADOPENINGTYP. C1 ' mnn 0 43 TYP. O V A = FRAME 2X BUCK SEE DETAIL_ 14 TYP. 5 61 SEE _ SILL _ DETAIL '4' D 7YP. SILLSEENOTE1 - I I tLp VIEW 'C'-- CC. A. VIEW A• —A• SINGLE DOOR W/SIDEL17F5 58 59 13 0 30 37 13 oETAIL ' r' 10 SURFACE SOLT STRIKE 10 DETAIL ' 3' AT THE SILL 13 W/2X BUCK INSTALLATION 10 60 W/lX BUCK DETAIL ' S' 43 30 INSTALLATION c 43 50 t3 W/2X BUCK INSTALLATION DETAIL ' 4' 31 W/lX BUCK DETArL ^ 2' INSTALLATION ASTRAGAL & SURFACE SOLT STRIKE PLATE AT HEAD h DETAIL '3" B. A' 7B el. ti SEE 13 W/2X BUCK DETAIL "2" INSTAL1Ai10N MASONRYW/IX BUCK OPENING 51 INSTALLATION J $ TYP. HEAD i2doJAMBS — G FRAME h r 6 I to WV BUCK 13 INSTALLATION 51 W/1X BUCK MASONRY INSTALLATION OPENING — TYP. HEAD — R JAMBS i U O FRAME — — i UP o hilllll N L 3'Z V 4d 8Z 2X BUCK SEE 14 STILL 2X BUCK 14 TYP SILL SEE x DETAIL "1' — SEE DETAIL '5' DETAIL "4' 1 I 1 1 1 t 1 1 IVIEWC'—C' VIEW A'— % J L A' C" A' m CONCRETEANCHOR NOTE 1. Concrete anchor locations at the comers may be adjusted to maintain the min. edge dWonce to mortarjoinh. 2 Concrete anchor locotlow noted as "MAX. ON CL3dW must be adjusted to maintain the mfn. edge alone to mortor jaft addhiond concrete anchors may be required to enRn the WAX. ON CENTEr dimendon are not exceeded. 3. Concrete anchor table: AIJ[MOR:; A'NC1J R' r:-:MIN:::=: JNIN:`.CLfARANCtc: dNIN:'CLEARhlf1SE fY.Pf::=• 31I•_: EbIBEGMEM? TQ:sorl rY ;:•. ia agurFi:_. 1TW TAPCON Rw TAPCONe 3/1r 1.1/4 r 1.1/r WOOD SCREW INSTALLATION NOTES: 1. Malnfoin a mWmum 5Wredge datance, 1 end dMonc& 8 wood screws to prevent the splitting o/ wood. SINGLE DOOR 58 59 13 ° + N 53 W/1X BUCK o PNSTALLA770M 30 x w W/2X BUCK 12 13 DETAIL '1' m INSTALLATION 1O SURFACE SOLT STRIKE AT THE SILL 13 W/2X BUCK10 DETAIL '3' INSTALLATION p IX BUCK 10 60 NSTTALLATION 45- DFTAII 5' 30SEENOTE1W/IX BUCK 53 O° 8 INSTALLATION 50 WE 02124112 I 13 W/2X BUCK NSTALLA11ON IN srA N.T.S. 9 BUCK 12 INSTALLATION drra pf JK ° 31 W/1X BUCK ox Vt. LFS 3 DETAIL '4DETAIL '2" INSTALLATION ORNWIC ra n ASTRAGAL do SURFACE BOLT FL-15000.3 ° STRIKE PLATE AT HEAD SHML- 3 p j n IIIIII* P F o 18BS 1e38 20.6r lez 14-V z4ofgiJ E 3 HQII4M Top 6 ciS9 2 Wp 27 g5= W: 27 Typ' TYP. j4Z J p R m 1 fa3.W4Z sss 1.91Q OJS OJS 0d63' W O SEE NOTE 1 0h Cf OW 2 0.12C { Q z o° u4tt 02 24 12 S NOTE: LTRACAL DETAIL d N.T.S. 9 S A m 1. THE ASTRAGAL BOLT HAS A 3' THROW AT THE TOP CHKto-. wLF5 dANDTHEBOTTOM. FL-15000.3 n san 11 v3 On FEVIC1A551ERCLASSIC (FC) PANQ Sl@! .1 ILA114A: F U42ASS BY 1RU t W L 000 ' IA JH STAR (SS) PANEL SW .070. AM DK F18ERCA55 BY TRU rdW xtr F min. WO ' FRMCLASS FC IDP RAIL pm COMM= 3 Ft LATpI STILE HOOD 0000sm 4 s>: 1810E sru ma m6A Pm sr-5.43 aw FC BOTTOM R4a BD00 COMPOVfE 6 POg10JE1l"FOW 1S16s FOW 7 S1NRr RFAGI C0WRESM WFAVOSW e LONC RETCH MWMMM WFATNER=F FOAM P r SYEM 10 10 + 4• LG PFN 1BXX) SCREW sm It IX wm mu sC >. 0.65 wow 1 10 PFH WDOD SCREW STEEL 13 6 r 2-1 - FM NO SCREW Sim 14 1 4' r i ITW MW ODHCRM S> %V Sim 16 3i1 >• OSS wooD 17 947EMWOpp 1 XW1 W PASSa LOCK SMW Ma 19 BNIP FACE THIMSIM AL 20 HEADER t SMSTrQIJ HDOD 21 22 WX JAMB S&-Q4J Xw11LSET WADUT - SWIM e0 4 IMObPiM ASIM" AUBM" A51RAA FU5H BOLT Sim 248 ASTRAGAL. FAWN BOLT REFAM ALUM 27 1110 x )-I& LG PANHFAD SKU 1¢UI SytDP Sim 29 6-1e + - RATHFAD im FAQ SIM 30 SMACE BMT STRIff FIATS SIM Jf 3 16' + 14' OW PFH CONCRETE Samf snn 32 1 DBL CDILQAR CIAZHC TAPE S!K-e PLASTIC LF UfE /RAuE PIC 34 35 MAW 441111 PONOF M PNE, SC•a43 36 S1MA SIDE STU Sr d#J WDOO 37 10 r I 4 W. PFN Im m SIM WATTR 40 MMW CVU fDOW T9s 41 a-10 x 1-1 • PGATERBI REM sm 42 SIDD11E TOP t BU11ptf RAa PT16r SY O u Iw3oD 43 e + 2' LG PM POOR W11V Sim 3 ' r 3 • 0UARTER ROUND FBLCER J WIED PPE Nm 43 1- L x .04 Si M NLS SURFACE DOLT 454 BD' L r .25 IKK. SJEEL 47 1 4-20 r N f 4-20 FELALE END x 1-3 4• L- 4e MASH" - 300 PS AIR CONL7tETE CCPBMW 10 ACI 301 OR HY10 BLOOI CONFOf M TO ASTM COO CDHCREIE 49 14• x 2-3 4 PFH DLO OR IRY MOM SCREW STm. 50 A51RAGIL STRW E PLAY SFm 51 14 x !-7 4 IIW PFH COONX sUFW mm 32 1 1 x 2-3 4 IFW PFH CONCRETE S=W SEED. 53 1 4 r 3-1 4 UN PFN CONCRETE SOMW Sim 54 SS TDP RAa 55 53 LATCH SW wm CDIOy>W 56 SS NW STU SI-4.43 wm 57 SS BOTTOM RAa W1300 Lbllpils E 58 I6 x 2-} 4 RW PM CLtICRETE SCREW Sim I J 16 x 2-41DW PVH CONCRETE SCREW STFII 60 16 x 3-1 1 TIW PFN CONCRETE SCF" Sim 62 SPALER WOOD 20 21 WOOD FRAME 2 3 FINGER JOINTED PONDEROSA PINE, SG=0.43 T9 BUMP FACE ALUMiNUM/WOOD THRESHOLD 050' WALL TYP. NOTE: USE OF THIS COMPONENT DOES NOT MEET THE WATER REQUIREMENTS FOR HIGH VELOCITY HURRICANE ZONES'. 2875'--- 1 O = a 30 SURFACE BOLT STRIKE PLATE (7 5' STEEL I. " - 0 0 0 0 aSURFACE BOLT (NES. .2B' STFrI It E r, 3u FL- 15000.3 ar12a12 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrioo, FL 3359S Phone 313.659.9197 Florida Board of Professional Engineers Cenificate orAuthoriaution No. 9913 Product Sub Category Manufacturer Product Name Category Themta-Tru Corporation Fiber Classlc" / "Smooth Star" Exterior Swinging Exterior Door 118 Industrial Drive 8'0 Outswing w/ and w/out Sldelites Doors Assemblies Edgerton, OH 43517 Fiberglass Door Phone 419 298-1740 Non -Impact" Scope: This Is a Product Evaluation report Issued by R W Building Consultants, Inc, and Lyndon F. Schmidt, P.E. (System ID # 1998) for Thenne-Tru Corporation based on Rule Chapter No. 61G20-3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial Interest in the company manufacturing or distributing the product or In any other entity involved in the approval process of the product named herein. Um/tat ions: 1. This product has been evaluated and is In compliance with the 5th Edition (2014) Florida Building Code (FBC) structural requirements Including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product Is required to be protected with an Impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the'WA-0 requiring wind bome debris protection this product is required to be protected with an impact resistant coveiinsa that complies with Section 1609.1.2 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15000.3 require further engineering analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sill item #39 under active doors, and all sills used under Inactive doors meet water Infiltration requirements for "HVHZ". 8, Outswing configurations using sill #19 under the door do not meet the water infiltration requirements for the "HVHZ" and shall be Installed only In non -habitable areas or at labitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sin Is less than 45 degrees. 9. See drawing FLA 5000.3 for size and design pressure limitations. Supporting Documents: 1, Legt RgoortNoNo. TEL 01460337-A,B,C TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC 01-741-10701.0 ETC 01-741.10703.0 ETC 01-741-10593.0 TEL 06-1031-3 TEL 06-10314 Test Stenda[d ASTM 0635-03,ASTM D1929-96 ASTM 02843-99 ASTM 0635-03, ASTM D1929-96 ASTM D2843-99 ASTM G26-95 A$TM E84-09a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202-94 Testing_Laboratom Stoned by Testing Evaluation teb.,lna Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories ETC Laboratories Testing Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. Lon Hicks. VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W, Haney, P.E. Wendell W, Haney, P.E. Mark D. Pasero, P.E. Wendell W, Haney, P.E. Wendell W. Haney, P.E. Drawing No. Prepared by Sinned & §ealed by No. FL 15000.3 RW Building Consultants, Inc. (CA#9813) spgo.4 a;othr'"A1°YaprLyndon F. Schmidt, P.E. d. Calculations Prepared by e*' << -•.t *o Signed & Seated by Anchoring RW Building Consultants, Inc. (CA#9813) ti' ° }, ndon F. Schmidt, P.E. A$ TM E1300 Glass Load Lyndon F. Schmidt, P.E. w FiJ tl:;fl9 - Quality Assurance m A - % M e Certificate of Participation issued by National Accreditation and Management. tr Institute. certifying that Thenna-Tru Corporation is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and r; ' "° STATE OF Guide 53.f, 7 < S-' s% 5 - •'' , y atiac Lyndon F. Schmidt, P.E. acosa'' a y FL PE No. 43409 2/ 2/2015 Sheet 1 of 1 THERMAITRU THERMA TRU DOORS 1 10 INDUB'MML. D".. COOMMm. ON 42317 FIBER CLASSIC" / "SMOOTH STAR" 8'0 INSWING w/ & w/OUT SIDELITES FIBERGLASS DOOR NON -IMPACT" GMEIM NOTES 1. This product has been evaluated and Is In complmnce with the Sth Edition (1D14) Raida Building Code jMq sfmturd mqulrements Including the 1Dgh Velocity Hurricane Zone PMQ. 2. Product anchors strati be as rated and spoced as shown out details. Anchor embedment to base motedd shoo be beyond wal dressing at stucco. 3. When used in the 'H W this product B mquled to be protected with on tmpoct resistant covering Dxrt complies with Section 167A of the FBC. 4. When used In oreas outside of the IWIC mgArg wind bane debris protection this product is required to be proteded with on Ir>pad resistant covering that comples with Section 1609.12 of the FBC. 5 For 2x stud Laming comilluction, anchoring of these units shal be the sore as that shown for 2t buck Inason ryConstruction. 6. She conditban that deviate from The detalls of this dmwllg require father engineering ondysh by o lcensed engineer or teglterd arcAftect. 7. This product does not meet the water Infiltration tequitements for the 14VHr. Uuv4rg units steal be Installed only In nonhobitabte areas or at habitable locations protected by on oveAwrg or canopy such that tine angle between the edge of canopy ar overhoag to A b lea than 45 TABLE OF CONMM SHEET# DEsC-MI0M 1 Typical elevations, design Memos 3 general notes 2 Door panel detoBs (Smooth star 3 Door I m fRbw classic) 4 Sidelte net detab L gkft deta$ S Vertical am seats 6 1 Hohcntalamssections 7 Horizontal class sections B Buck Anl:tnori 9 Fame andxxb 10 Rm. ornchorig I of detaB 12 al malmfoB S Components 373VMAX MIALL RtAME WIDTH D D SINGLE LNSWING UNIT X SEE DETAIL A-/ SHEET 6 g DOUBLE W/SIDELgM INSWING UN? oxxo WMAXOMALL HtAA1E WIDTHIDTHDBt D SEE I DOUBLE Ijq= UNIT SINGLE +67.0 1 -67.0 DOUBLE +47.0 47.0 SINGLE a DOUBLE nnei nee +47.0 -47.0wru MAX rOVStALL WIDTH DETAIL A-/ I 2 SHEET 6 s 5 SINGLE 62rpo ff INSWING UNIT oxo 60.0 1 .60.0 60.0 1 -60.0 V on FL-1-9 00.4 rr —L ar 7 N4_0 V* 100 EXTERIOR 54 C; Pi 11 "01,20fir., > E. 3&WMA)L DOOR INTERIOR 3fflPANELWIDTH 0 HORIZ ONTAL CROSS SECTION DOOR PANEL wx AIM71 Rz rEXTERIORINTERIOR a L r 0 Ila o STILELATCHSP SMOOTH STAR) &(SMOONLIi STAR) 0 M DOORPANEL Smooth Star 1.1ir I.S4S* as 02/ 24/12 6 HINGE t-2\ VERTICAL CROSS sEcnoN N.T.S. 0 M' S,400 STILE SMOOTHSTAR) DOOR PANEL —er:LFS oiurArc mL FL- 1500 mw 2 or 12 A 1 EXTERIOR INTERIOR Uff MA)L DOOR PANEL WIDTH 2 3 o g 9 C P DOOR PANEL Fiber Clossic HORIZOniAL L.nwv accnun 3 ODOR PANEL w U1CH STILE30(FIBER CLASSIC) 4 HINCE STILE FIBER CLASSIC) 2 TOP RAIL FIBER CLASSIC) 5 BOTfOM RAIL FlBER C1.ASS7C) 2 VERACAL CROSS SECDON 3 DOOR PANEL s m NJEgg v o ud•: e z"=u Utz idle V c= L ft JX L Er. LFS mm MW FL-15000.4 it_La12 I/TGIASS 1/2' MIN. J0 1/YGIASS BITE GLASS THK. 40 G1 TEFrGLMPERED EXTERIOR G1 25' STEEL 1 INTERIOR INTERCEPT SPACER 40 41 SEE NOTE 1 5' INSULATED GLASS W/ SMC LITE FRAME GLAZING DETAIL 13.9375 MAIL PANIi WM1H 7.IVMAX. DLO. WID1H P AIR SPACE 25' STEEL TEMPERED PRIOR INTERCEPT GLASS SPACER 40 29 SEE NOTE 1 5' INSULATED GLASS W/ PVC LITE FRAME GLAZING DETAIL 1/2' MIN. GLASS THK. 1/8' TEMPERED GLASS AIR SPACE 1/a. TEMPERED CLASS I I/iNLW, m© ,\ F -- a =-' m4, SEE NOTE 1 L ' \ HORRONTAL CROSS SECRON V SIDEL" PANEL I 2152 2.SB9• Q w 4 l.dB• - I I r-1.67C I F•-- s26• w 0 PLASTIC UP LRE FRA11E \ PLISrIC UP L.ITE FRAME 1 EIfTRUDED PVC D(iRUDf SMC L ID7T LIPi—i 2 SIDEIL L CROSS SEC710N 4 SIDE111E PANELH1. Spacing for Hem /28 k #41 (life frame screws) I is as follows: From the bottom up on sides; 6.5•, 1531•If with (7) more spaced at 9.B75' o.c. there are (2) screws both top and bottom at 2.125' in from each 42 SIDELITE TOP &BOTTOM RAIL !1 SIDEUTE BLANK SIDE STILE comer. FlNGER JOINTED PONDEROSA PINE SG>0.43 FINGER JOINTED PONDEROSA PINE. SG-0.43 SIDELI E PANEL Smooth Star all JK t sn LFS amo rro: FL-15000.4 a-I-oru 3 3) e; 14 1 VERTICAL CROSS SECTION 5 TE 2 SEE NOTE 2 4 2 VERTICAL CROSS SECTION 5 SEE NOTE 1 r'r. ton tf 11111 oJ d E i3 3 gcgued 26 v Z 31 n 17 30 SEE SIN07E2R k 3 VERTICAL CROSS SECTION 5 Shown w/1x sub —buck OP77ONAL SURFACE BOLTS ON ACTIVE PANEL SEE DESIGN PRESSURE CHART) 111L.{l 1. The sfdelite Is direct set Into the jamb with (12) Item A143aISx2" pfh. wood screw. Thero are (4) at each vertical jamb, from the top down at 13.5', 31', 48.5' & 66' There ore (2) at the header at oae 02 24 12 state N.T.S. 4' from the outside comers of the frome. there are 2) 113 0 18 x 2-1/2' pfh. wood screw at the silt, 4' from the outside comers. on er JN Oft Re LFS os.ru u FL-15000.4 2. OPTIONAL SURFACE BOLTS ON ACTIVE PANEL SEE DESIGN PRESSURE CHART) stm 5 orb14 1, 41 A. 38 t1 i G' b s0.1 S MIN. 13 x i r CdIN[ SEE NOTE t 1. The sidelite is direct set Into the jamb irrrrrit a' 43 with (12) item /43 a /8 x 2' pfh. wood 1lt R o screw. There are (4) of each vortical 47 ti Y 6= jamb, from the lop down at 13.5. 31. ACTIVE E zz o 48.5' & 66'. Thera ore (2) at the header at 4' from the outside comers of the ti c e ti.; • i •';' _ <<;' i • frame. them ors (2) /13 a /8 x 2-1/2' pfh. wood screw at the sill, 4' from the outside comers. r^ 3 INTERIOR 36 a 48 Ji a 1 29 45 44 DETAIL 'A' 35 17 16 OPTIONAL SURFACE BOLTS ON ACTIVE PANEL 1.1/4MIN. SEE DESIGN PRESSURE CHART) zit N EMI, (TYPJ tITER[OB Ls ` HORt2ONfAL CROSS SECTION G I o 0.16'MW. 22 35 ra CIS 24 43 8 J SEE NOTE 1 27 8 7 43 33 i INACTIVE ACTIVE 10 EXTERIO 01 f 0 IMM 13 JI$fiIQB 4-4 36 m c a 4 oHim g f0 37 45 oae 02 24 12 = JlQE81QB scat N.T.S. 9 i arc. on J1C a18 LFS dlHORIZONTALCROSSSECTIONHORIZONTALCROSSSECTIONSECTIONoneoero FL-15000.4 0 6 6 aim -rL OF J2 C 1-1/4'MIN. 1-1/4•MPI. EMB. QYP.) sa. PYP.) S 11 i t o @g 13 17 IS MIN 1SMIN. 17 13 a xx GQt?per o o EXTERIOR nliiul i P 10! 7 0 ` zR=a EEXTERI101 s CW IS e m o: Lc N. IL iLiA4ilYS 13 9 10 16 21 12 16ei 38 18 r2 \ HORIZONTAL CROSS SECTION g c' 11 6!!?B 7 0x l HORIZONTAL CROSS SECTION 35 21MMRt?\ Cd1NK 7 43 r" S' J4 SEE NOTE 1 E)aEIOB 33 43 Z' H G} 1A 8 n us d 1. The sldellte Is direct set Into the Jamb with (12) 36 3 item 143 o 18 x 2' pfh. wood screw. There am (4) 44 e of each vertical jamb, from the top down at 13.5, 13 z 317, 48.5' Q 66. There are (2) at the header at 46 4" from the outside comers of the home. there are oar, 02 24 12 i 2) 113 a 18 x 2-1/2' pfh. wood screw at the 9 sill, 4' from the outside corners. 18 seNe N.T.S. oro, on A o' 1bM=B 3 \ HORIZONTAL CROSS SECTION ax rr. US 3• 7 FL-15000.4 a OW _L or J2, O At— a. 8. Nt II 38 II 3g ..«...- r a MASONRY I ( TYP. HEAD I1 MASONRY p D rrr jttt tttt`` J n OPENING I I D I I OPENING TyHEAD o o' I I k JAMBS D ASTRAGAL 11 do JAMBS D ASTRAGAL $« .; SHOWNFORSHOWNFOR1. I I 6 REFERENCE I 2X BUCK 9 REFERENCE ~ u o S ai W IL. af- 2XBUCK11DIIBrj, 4 I t\-MULUON II MUWON• A 1 ^ D yy II SHOWN FOR II SHOWN FOR Sjp II REFERENCE D REFERENCE 11 + D II D II a! D II D o I1DIIDI I D I I II `D o a I I D I I w ,. CA D II ' DOUBLE DOOR W/SIDFLtTES ' - DOUBLE DOOR ` BUCK ANCHORING +. , BUCK ANCHORING I 2 II as I1 MASONRY II I1 MASONRY H OPENINGIIIITIIIIIOPENINGTESNJAMBS JAMBcIIII I % I 1 2X BUCK 2X BUCK II MULLION II Q CONCRFIEANCHORNOTFS: II SHOWN FOR II 3 1. Concreteanchorlocatfonsatthecomersmaybeo*sted to molnlaln the min. I 1 REFERENCE I I ^ ; edge dbionce to mortarldri I I ,I1 I a ' s 2 Concrete anchorlocab" noted as MAX ON CFNIHYmtut be adjusted to I I 11 I • molnialn themin. edge distance to mortar JohtL adcYibr d concrete anchors JJ a _ may be requked to ensure the MAX ON C&4TW dmenston are not exceeded. I I MULLION I I ; e c i 3. Concrete anchor table: I I REFERENCE OWN FORI( N _ 0 0 II II ' z o II II aac o2 2+ 12 i n:; II II =AL N.T.S. 3 II II ove en JK o' v! M iNo M00. Q SINGLE DOOR W SIDELfTES SINGLE DOOR BUCK ANCHORING BUCK ANCHORING FL-15000. 4 u s¢r 8 or AN iIG/ i:........ M Hl....•• :gC= 7NIN.tGLfARANCI:•: JNtN: t1tcRRANtSE: 7Y.PE'' r EMBEDMFNf. TAPCON va• is/a' r 4" ELCO 1/ 4' 1.1/4' i• C ULiRACON MASONRY I OPENING FRAME N 2X BUCK SEE DETAIL 3" y 1 VIEW 'a"-'B' 1r T III`SEE DETAIL "2" " tJ w/ax BUCK INSTALLA710M W/1K BUCK J9 INSTALLATION TYP. HERD & TYP. JAMBS O BUCK SEE DETAIL '1'\ 7YP. B. ---j L-- A" DOUBLE DOOR W/SIDED CONCRETE ANCHOR NOTES: 1. Concrete anchor locations at the comes may be adpated to matntatn the min. edge disfonce to mortar joints. 2 Concrete anchor Iocotions noted as MAX ON CENIFR' must be odjwled to maintain the mh edge dBfance to mortar joins, additional conoete anchors may be required to ensure the MAX ON CFJVT r dimension am not exceeded. 3. Concrete anchor table: gNC(QR:; 1M Mtl7;.L(EA_Ri NCE MM`ELERRANGF T.....,..;: Tib. WtSONIO^:•.:. JGJlWACEN EDGE•"•".': 3.`:iyVJENOR-::r.=t RW • TAFWN 1/C 1.1hr r C ITW TAPCON• 311r 1.11e r 1.1/r WOOD SCREW INSTALLATION NOTES: 1. Mokdoln o minimum S/f edge distonce, 1' end distance, & 1"o e. spocblg of wood screws to prevent the spitting of wood. THESE (2) ANCHORS REO'D ONLY WHEN DP > 47 PSF i . 1 MASONRY OPENING FRAME 2X BUCK BUCK TYP. HEAD & JAMBS O BUCK TYP. SILL MEW C'- C.,0. J LA' VIEW A'- A' al al SINGLE DOOR W/SIDELlTES 13 in: 30 0 W/2X BUCK 0INSTALLATION31r13 W/IX BUCK rn 37 INSTALLATION Q 10 DETAIL '3" DETAIL '2" 10 ASTRAGAL & SURFACE BOLT STRIKE PLATES • HEAD 10 - W DETAIL 5' 13 » 31 31 oz 0 um 02 24 12 13 smL. N T.S. 30 0 30 °a' orJK DETAIL '1' L1S DETAIL '4' SURFACE BOLT STRIKE PLATE ouvw /Oi THRESHOLD FL-15000.4 0M 9 of 12 t 1 • I I u, W 2X MASONRY 1J INSTAL OPENING y W/tx INSTAL 7YP. HEAD & JA4BS FRAME 2X BUCK SEE OETAIL 'I • \ OETAII 1 VIEW I A• SEE DETAIL 2' I C: 0 TYP. SILL SEF DETAIL '4' 1 1 WEty CE •C•-•Cc"c•-•c" e• —..I L_"_ A" DOUB DOOR CONCRETE ANCHOR NOTES: 1. Concrete onchor locations at the comers may be adjusted to molntofn the mh edge distance to mortar/otnts. 2. Concrete anchorlocallom noted as MAX ON C84TEte' must be oousted to maintain the min. edge distance to mortarlolnts, additional concrete anchors may be required to ensure the MAX. ON CB ITEIr dimension are not exceeded. 3 Concrete anchor table: At,IEHCR _ atMCHOk M!PF [If tlplNCE`; 1!fN .CLEAIWNCE MENT- FTW TAPCON° 1/4' 1.1/4' 2" 4' ITW TAPC'ON° 3/1V 1-1/4• 3" WOOD SCRE W INSTALLATION NOTES t. Mantovl o minimum 5/8• edge distance, t en wood screws to prevent the spdtfBlg of wood. I o V-r`o z O P W/2x BUCK t3 INSTALLATION .p !2 gffhf * J9 W/tx BuCK N R ° z° n, MASONRY 5 INSTALLATION e1voz i OPENING & JAMHBSD _ eg 9 'c fRAME - 3L s 2X BUCK SEE 0 DETAIL 0 25• 14 TypSILL 1Q Y 77,. . 1 SINGLE DOOR W/ 1X BUCK 13 INSTALLATIONW/ 2X BUCK INSTALLATION 13 10 DETAIL 3' DETAIL ' 5" W/ Ix BUCK 50 INSTALLATION W/ 2X BUCK 13 INSTALLATION DETAIL ' 4' VIEW ' A"— A"- A• 49 30 30 W/ 2X BUCK 13 0 31 INSTALLATION 31 W/ 1X BUCK INSTALLATION 48 DETAIL " 2' 9 ASTRAGAL & SURFACE BOLT o M STRIKE PLATES ® HEAD 31 31 ~ 0 2 Okm 02 24 12 30 0 30 SM& N.T.S. ow Irf JK DETAIL " 1' osc sr LFS SURFACEBOLTSTRIKEPLATEEwa OTHRESHOLDA.— i5000.4 sfss7 Ag or3 4 T QJ SAyflitmbblk t O pi 952r 0 6 low IB3r 2DAT I&r 14-V o W V O M1 9i27 27 TYP. 27 TYP. P. c 4.r 4S 32Y V r O 7 oas D.Des--IE-- s N SEE NOTE 1 4 u O z En 0AW 3 z o° Dm 02 24 12 1 ASIRAGAL DETaIDETaL NIE: gue N.T.S. 10 m en JK o 1. THE ASTRAGAL BOLT HAS A 3` THROW AT THE TOP aoc n LFS 3 AND THE BOTTOM. cn FL-15000.4 sum _ L ar12 O Re+n DESCRPDOM mck" FIBER CLASSIC (FC) PA163 Sa N 0.11- AIR Mt FIBER AST BY TNTRLN-iJ .M )tdd doh pal I'MUMASS IA swim STAR SAS" &PAIR. SM 0.07 AW. DM FVERQAS BY mm-iRU .1h yiw Avvth mvi. 6,000 i FiBEAQASS 2 FC ilP PAL MOW COYFOSOE 3 FC LAIC41 574E M M Cmipm 4 FC Ma SME M& SC--A43 mm 5 FC BOTTOM A 4 MOW CMEME 6 POD11RL7HWE FDW lift DUGM Fow 7 SNORE REACH COIPRE5541t YEARFBSRIP FO4Y B LONG REACH CO VRM M NEAMERSW FOW 9 4, x 4' mia .B9r 7KL La Sim t0 t0 x 4' RK wwo smy Sim f t YlMONRY - 3,0O0 PSI 16N. WMCAE7E Mff- MI01O TO AQMORMOLMBIACXCONFDAIOICmASNC9O MOVE 12 10 x 2 LG PFM W000 SCREW STEEL I3 1 2 1 LG PFN Ma00 SCREW SIM 14 1 4 x 2-1/4- 0W PFM CONCREW S0MW Sim 15 Staff ODTMW 900T .090 MR = MW wft 6 2X BM S0 >• 055 MOOD 17 MAX t 4. SKY KUma Now to KHM PASSAGE LOCK - SIQFAW SM 19 Mr A0JLt51P10 MSII FC S4M MESIIDID M1:1 STaON MOOD 21 51116tF AUW FMVE STrO N baOD22POIID0i0SAHWJAI® SI:." WCM 23 K"(SET DEAOBOLT - SICMnIRF SETMES 24 IROMMGWE AM" ALUM M 244 AM" RM BOLT Sim 249 ASTRWAI. 1101 BUT FETAM ALLIMNUM 26 IX 81RR SC >• OSS MOW 27 1110 x 1-1 LG PA164TAO SHEET LI M STREW Sim 28 Y4MM ODOR 80MM SKU MIM 29 6-18 1 1- 4' RQIPS FLATHEAD BREW iU 133J Sim 30 SIOBACE BOLT SIR40: FLUE Sim JI 102 2-I F0f11PS RAMA0 MOOD SCREW Sim 32 1 lw au" m4m10 TAPE -0 3i MASIX LP LIFE FWX ERCJ PC 54 PiASM lP LIIE FRAYE SLID 35 am JAw MWUMA Pm W-dQ MOW 36 50EUIE SIDE 514E FgJDUM SC=O.4J MOOD 37 16 x 1-) 4 LC PFH am SCREW Sim b 1 4' x 2-7 4' FM ELCO OR [IN WNfR W SCREW Sim 79 1 4 1 J 4 IIW RN CONCREM SCREW Sim 40 S41C0NE GUA1C 795 SUCK 41 8-10 x 1 1 PiASCREW ltOl !/ SIM 4 SCaRE TOP A BOROU RA4 PPC S'CrGN MOOD N JS 1 LG PFN MOW SCREW Sim 44 7 1 S OWNER ME ARM imm Pw MOOD 45 1 L x A40 Rl BRAD 7Rdl AM Sim 46 MES MACE BOLT 54 .25 STEEL sm 47 t 4-20 SEX BOLT wl t 4-20 FETMLE 00 Sim 4B 31tr x J-I 4 IRP PFN CM47M SCRER Sm 49 ASTRAGAL SnX PLATE Am 50 1 4 x ,T-1 4 RW PtN COMCRM SCREW Sim 54 S TOP RAIL MOW COUM E SS S LATC71 SRE ROOD COYPOSRE 56 S ACC 514E M-M MOW 57 1 SS MUM PAR MOW C010a09TE S6S-{ a 20 21 WOOD FRAME 2? 1 FINGER JOINTED PONDEROSA PiNE, SCm0.43 Nzo o.... 00 I'l:'s g* Bp?Z o s d.. O O 1 a `• 21 F ' m LL p e= 30 SURFACE BOLT STRIKE PLATE F_125' STEEI»1 g J ICL16 u LD o @1NSWING DOOR BOTTOM SWEEP v Mn .0Ei0" MAX. WALL, C 035' MIN. WALL ' N. INSWING SID£LDE mm JK 15 BOTTOM BOOT CW. LFS 0.09' EXTRUDED VINn WALL °vmvc N0. FL-15000.4 9w 1 OF 12 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 VOW*. FL 33595 Phone 813.659.9197 Florida Board of Professional Psgltteers Coniflate of Awhorization No. 9913 Product Category Sub Category Manufacturer Product Name Swinging Therma-Tru Corporation Fiber Classic" / "Smooth Star" Exterior Exterior Door 118 Industrial Drive 8'O Inswing w/ and w/out Stdelites Doors Assemblies Edgerton, OH 43517 Fiberglass Door Phone 419 298.1740 Non -impact' Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Therma-Tru Corporation based on Rule Chapter No. 61G20-3, Method 1D of -the State of Florida Product Approval, Department of Business & Professional Regulation. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest In the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. Limitations: 1. This product has been evaluated and is in compliance with the 6th Edition (2014) Florida Building Code (FBC) structural requirements Including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used In the "HVHZ" this product is required to be protected with an Impact resistant covering that complies with Section 1826 of the FBC. 4. When used In areas outside of the "HVHZ" requiring wind bome debris protection this product Is required to be protected with an Impact resistant covering that complies with Section 1609.12 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL-15000.4 require further engineering analysis by a licensed engineer or registered architect. 7. Inswing configurations do not meet the water Infiltration requirements for the "HVHZ'. Inswing units shall be installed only in non - habitable areas or at habitable locations protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill Is less than 45 degrees. 8. See drawing FL-15000.4 for size and design pressure limitations. Supporting Documents: 1. Test Report No. TEL 01460337-A,B,C TEL 01460336-A,B,C STTS00001 15427-107362 ATI 67508.01-106-18 ETC 01-741-10701.0 ETC 01-741-10703.0 ETC 01-741-10593.0 TEL 06-1031-3 TEL 06-1031-4 Test Standard ASTM D635-03,ASTM D1929-96 ASTM D2843-99 ASTM D635-03, ASTM D1929-96 ASTM D2843-99 ASTM G26-95 ASTM E84-00a ASTM D1929-96 TAS 202-94 TAS 202-94 TAS 202-94 TAS 202.94 TAS 202-94 Testing Laboratory Signed by Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. Sub Tropical Testing Omega Point Laboratories Architectural Testing, Inc. ETC Laboratories ETC Laboratories ETC Laboratories Testing Evaluatlon Lab.,lnc. Testing Evaluation Lab.,lnc. 2. Drawing No. Prepared by hr' 0 P!,E 1f.- No. FL 15000.4 RW Building Consultants, Inc. (CA #9813) 3. Calculations Prepared by Anchoring RW Building Consultants, Inc. (CA #9813)" Y r ::t:1 •'<< a . ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance r Certificate of Participation Issued by National Accreditation and Managemetit; !- Institute, certifying that Therma-Tru Corporation Is manufacturing products :: ''-, "' ' f' i '' ` : • ;' within a quality assurance program that complies with ISOAEC 17020 and Guide 53. Sheet 1 of 1 Lon Hicks, VP Operations William E. Fitch, P.E. Joseph A. Reed, P.E. Wendell W, Haney, P.E. Wendell W, Haney, P.E. Mark D. Pasero, P.E. Wendell W, Haney, P.E. Wendell W. Haney, P.E. Signed & Sealed by Lyndon F. Schmidt, P.E. F. Schmidt, P.E. Lyndon F. Schmidt, P.E. FL PE No. 43409 2020115 Florida Building Code Online Page 1 of 3 c F Q + Fbl(da OEPafUllEntd eas Home I Log In I User Registration i Hot Topics Submit Surcharge Stab & Fads Publications FaC Staff SOS SRa Map Links Search i 6usines Professi I Product Approval USEk Public user Regulation Product Approval Menu > Application List > Application Detail FL # FI 15332-R2 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Email 6S0 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@mlwd.com Authorized Signature Brent Sitlinger bsitlinger@miwd.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Q Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Luis Roberto Lomas Evaluation Report Florida License PE-62S14 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/201S Validated By Steven M. Urich, PE D Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certlfled By Sections from the Code FLLS332 R2 COI FLCOI.odf Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 RI affirm that there are no changes In the new Florida Building Code which affect my product(s) and my product(s) are In compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity 0Yes ONo ON/A https://www.floridabuilding.org/pr/car app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 8/31/2015 Florida Building Code Online Page 2 of 3 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products FLIS332 R2 COC FL15332-COMP.odf Method 1 Option D 04/30/2015 04/30/2015 05/06/2015 FL * Model, Number or Name Description 15332.1 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGO OXO 145-3/4"x8O' NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FL1S332 R2 II 08-OOSOOC.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE S108078.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x8O" NON - REINFORCED Limits of Use Installation Instructions Approved for use In HVHZ: No FL15332 R2 It 08-00498C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other. REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 510805B.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.3 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OXO REINFORCED 145-3/4'x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R2 11 08-02248A.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 512968A.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.4 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX REINFORCED 96'x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R2 II 08-02249A.odf Approved for use outside HVHZ: Yes Verlfied By: Luis Roberto Lomas 62514 Impact Resistant- No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE S12969A.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD REINFORCED SERIES 420 ALUMINUM SGO REINFORCED XXX 143"x96' Limps of Use Installation instructions Approved for use In HVHZ: No FLIS332 R2 It 08-02250A.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE S12970A.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.6 SERIES 420 REINFORCED I SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX ALUMINUM SGD 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R2 It 08-00499C.odf Approved for use outside HVHZ: Yes Verified By: Luls Roberto Lomas 62514 Impact Resistant, No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL1S332 R2 AE 5108068.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 I SERIES 420 REINFORCED I SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96' ALUMINUM SGD https://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWI... 8/31 /2015 Florida Building Code Online Page 3 of 3 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15332 R2 ii 08-OOSO1C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62S14 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 510808B.99f PRESSURE RATINGS Created by Independent Third Party: Yes 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143'x80' NON - REINFORCED Limps of Use Installation Instructions Approved for use in HVHZ: No FL15332 R2 11 08-00502C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 5108098.odf 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 FLIS332 R2 II 08-00503C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62S14 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure, N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R2 AE 51081OB.odf PRESSURE RATINGS Created by Independent Third Party: Yes Beck Hoat Q0UtGLW :: 1940 north Morcott Street Tallahassee Fl. 32399 Phone: AS0.487-1e24 The State of Florida Is an WE197 enpkryer. CoavrWht 2007-2011 State of Florida. ;: Privacy Statement :: en.eanmto Staterneat :; Refund Staternent Under Florida law, amall addresses are public records. It you do not want your a -mall address released In response to a publicreeords request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 1350.4e7.1395. 'Pursuant to section 455.275(1), Florida Statutes, effective October 1, 2012, licensees famed under Chapter 4SS, F.S. must pro -Ada the Departrnent with an mall address If they howone. The ernalls provided may be used for official communion with the pconsee. However emall addresses are public record. If you do not wish to supply a personal address, please provide the Departrn ent with an ar all address which an be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick htm. Product Approval Acoeptse CreditS.A FE https://www.floridabuilding.orglprlpr_app dtl.aspx?param=wGEVXQwtDgtH8572gvdWl... 8/31/2015 NOTES: 1. THE PROOL:CT 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 RESPONSIBILFiY OF TH_ ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIOKAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE SELECTION OF COATING OR MEMSPANNE IS T4E RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. S. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T5. 6. UNITS MUST BE GLAZED ?ER ASTM E1300-04 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. 8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4'. 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHMVG RATIO IS EQUAL OR GREATER THAN ;O DO NOT REOUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8- MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16- TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 12 FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO 9E CORROSION RESISTANT. 14. INSTALLATION ANCHORS STALL 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, TY-E 1 (OR GREATER). 0. METAL STRUCTURE: STEEL 18GA. 33KS1 OR ALUMINUM 6063—T5 1/8' THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO. XX, XP, PX, XI.°, PIX I TABLE OF CONTENTS 1 SHEET NO. DESCRIPTION 1 NOTES 2 — 3 ELEVATIONS 4 — 10 INSTALLATION DETAILS I REV I TEMPT" I aft I AFORcvw I A I ADDED FLAVGZ AV0 FIN INSTALLATICN 1 12/10/13 1 R.!. I SIGNED., lVlrv20f3 AND ORDS LLCMIWINOOtNW. IIf`/0 /vN CROSBY CARROLLTON, TX 75006 111 r,g GENSF•d+ ac6P*= SERIES 420 SGD REINFORCED WITHOUT ADAPTER*• 96" x 96" NOTES AT OFp7aE F '°1pR10P• C MAW RAC No. RTv V.L. 08-02249 A ASS/pNAIG\ fill1111\ Sc^z NTS aA't 10/30/13 s'w1 OF 10 I FI HI 6' MAX 96' MAX FRAME WIDTH ANCHORS TO BE EQUALLY SPACED ANCHORSPER LOCATIONSEE IS FOR NUMBER OF LOCATIONS REQUIRED r - 6' MAX 16' LAX AME IGHT L 6" MAX 6" MAX SERIES 420 SGD REINFORCED WfTHOUT ADAPTER s"Ewl? VIEW OEs*N PRESSURE RAnA* IMPACT RATING 135.0PSF NONE WITH24=SILL SEE CHARTS #1 AND 02 FOR OTHER UNITS RATINGS DESIGN PRESSURE RA77NO IMPACT RATING 25.01-28.6PSF NONE WITH I.W SILL SEE CHARTS 09 AND 04 FOR OTHER UNITS RA77NW CHARTf1 WfTH2-1/d2'SILL WHERE WATER INRLTRATION RESISTANCE IS REWIRED. ccc 4rnrc a e- r Oe9ign prosarnr chart (psfJ Rmm 6hVa Penland ToW Rarm (3p 1.4m m) 6LL00M aao Moo 4so a100 Iao OE00 Pot Ny Pa I Nag Pm: Neg Po. I Neu 0 40.0 56A 40A 50.9 4" 4i7 4Q0 42.0 0 40.0 352 40.0 16.0 40.0 43.0 30.4 39. OLO 40.0 5Z4 W.0 43.4 40.0 10A 37.1 37.1 a" 49A 1 40. 43.1 35.4 4 35.0 0 CHARTS@ WITH26P32'SILL WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET 1 Daatpn praslrre chart (Poo 6E191e Paralard Tdsl Rolm Vllg I Y1) Rom O 1 aA0 60001 3LO moo 420 SAW ILO Lao Par Nea Poe Nea Pas Nq Pas N19 fA0 56.1 S6.4 50.9 50.9 451 45.7 42.0 420 a6A 552 552 16,0 a6.040 43.0 43.0 39A 39.4 I3.0 52A 45A 404 40A 37.1 37.1 06.0 10A tea 43.1 43.1 36.4 36.4 35A 0 REAMS CERNWMN I GATE I MPRWED ADDED FLANGE AND RN INSTALLATION 1 12/10/13 1 ILL. CHART x1 WITH I-VPSILL WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. ccc •rnrs- a cutrr Design pressure chart &SO Rare Sh(pe panel am To"Wrono 1Ndln (aV rb 1 in) w.00 aO.O 34.0 7sao 420 aADtom Y.0 ae Paa Meg I Pas I #W Pas Neg Pos Meg a@- 25.0 47.6 1 26. 42,1 25.0 37.4 25.0 34.4 0.0 25.0 O 2EA 0!42 U4 9.0 s1.1 0 26A CHART i4 WITH 1-112,SILL WHERE WATER INFILTRATION RESISTANCE IS NOT REWIRED. SEE NOTE 9 SHEET I CHART OS Design proswn chart IM Rule 9Ygle FYrld Ird TOW Frame Wtllh ON 00.00 no 72A0 4L0 IA00 I ILO O6a0 Pox NOp Pas I Ng Poe I Meg Pas I Nog 0A0 17A 471 41.7 111 37A 37.4 431.1 a6.0 2 452 1 39J 79.3 352 2 922 322 rso 12A 429 372 372 532 392 30J 30J EO 40. 40.7 1 35.3 1 33J 31.4 • 31./ 26A 2EA Number of4nc6or Iou6onsrpWrod Re 51no Pmd OW Total Fares INIMa Waft 3" 660 Nay hmD 6.0 720 NLS hm0 tfd aAo Has I .ramp IaA ado FK&x I jamb f" 1 8 b 6 8 6 6 5 OLO 1 6 5 8 6 6 6 6 OL0 4 8 5 6 6 6 b 6 0 4 6 6 6 6 6 16 6 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96' ELEVATION wit I oho No. a V.L. 1 08-02249 SLUE NTS ICAFE 10/30/13 1 SHMT2 rrt, fiAI W111111 c 19 FR HE 96' MAX FRAME WIDTH ANCHORS TO BE EQUALLY SPACED 2) ANCHORS PER LOCATION SEE CHART #6 FOR NUMBER OF LOCATIONS 6' MAX REQUIRED 1 6' MAX 6- AX 4ME GHT L 6' MAX SERIES 420 SGO REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACTRATINO 135.OPSF NONE WITH 2-US2' SILL SEE CHARTS 01 AND 02 SHEET2 FOR OTHER UNITS RAT7NOS DESIGN PRESSURE RATING 1,1fPACT RATING 25.01-28.6PSF NONE WITH 1.12'Su SEE CHARTS 43AND A4 SHEET2 FOR OTHER UNITS RAT/AAGS 6- MAX wV 0ESCI®I10N GTE NRILOJt9 A ADDED FLANGE AND FIN INSTALLATION 1 12/10/13 JR.L CHARTIS Number erancW loodow rcpulnd Stro POW OWTbwUltNH0(b) Flarte JLo 30LO ROM CN 60.0 no aa0 96.0 Has is HL4 JaaM HAS Jamb HAS Jamb o 0 5 6 6 6 6 8 6L0 a 6 5 6 6 8 6 0 620 6 6 6 6 6 0 0 010 6 0 6 6 6 0 6 5 3/0' -1 Z 1/3Z• 21132' SILL ALUMINUM 6063•T5.055 THICK 5 3/8- --I 2' 1 12' SILL ALUMINUM 6068-75.OW 7WICK MI WINDOWS AND DOORS LLC `\\x x%jIIIIIII/// i 1001 W. CROSBY RD `\J\?. •E . 4f CARROLLTON, TX 75006 st8 coJ SERIES 420 SGD REINFORCED WITHOUT ADAPTER ?a E 96" x 96' FIN ELEVATION p TAT OF _. NTS 0 TE 1I /30/13 O6 T39OF 10 I A I '',,SS/OMI 1 /2• MIN. WWWONS 1av ova" OPE I AMMO TEDGE DISTANCE A ADDED FLANGE AND RN INSTALLATION 1 12/10/13 JR.L 1 3/8" MIN. WOOD FRAMING EMBEQMENi OR 2X BUCK i BY OTHERS 1 /4" MAX. SHIM 10 WOOD SPACE 1 EMBEDMENT r SHIM SPACE SCREW INTERIOR 1/2" MIN. EDGE DISTANCE 010 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR Lf LU INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND jowr SEALANT BY OTHERS TO BE DESIONED IN ACCORDANCE WTTHASTM E2112 SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL EE SHEET 3 OR SILL OPTIONS MIN. ENT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 11'IIY i R LO fi1001W. CROSBY RD CARROLLTON, TX 75006 J .GENsb,9a Da.c SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96"x9IO y EFRAMEINSTALLATIONDETAILSS1 , AT OF ; ORIOT: G 1i/' IOA 11E? ORAns or,c ra 08— 49 ea A srnt areNTS 10 30/13 4 OF 10 METAL STRUCTURE BY OTHERS 010 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1/4- MAX SHIM SPACE 10 SMS OR SELF ORILUNG SCREW INTERIOR VER77CAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: I. wERIORAND L7CTERADR flNISNES, BY OTHERS. NOT SHO WN FOR CLARTIY. 2- PswuETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WrTH ASTM WI12 1 TO BE SET IN BED OF VULKEM 116 NSTRUCTION ADHESIVE EQUAL SEE SHEET 3 FOR SILL OPTIONS 7- 7/8- MI EDGE OIST/ I 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS 1 /1• .LAY RLM5 0 4 OE=lpr N w1E APPROWD ADDED FLANGE AND FIN INSTMIAMON 12/10/13 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RO CARROLLTON. TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FRAME INSTALLATION DETAILS OIAW& m N0. R V.L 08-02249 WAE NTS — 10/30/13 ITS OF 10 2 1/2' MIN' aEv otscxw Ia+ are A7VRWED EDGE DISTANCE A ADDED FLANGE AND FIN INSTAUAWN 12/10/13 RA- a.: a -' y 1 1/4' MIN. e. a• • EMBEDMENT 1 1/4' MIN. CONCRETE/ EMBEDMENT MASONRY 1/4" MAX. BY OTHERS F SHIM SPACE OPTIONAL 1/4' MAX. iX BUCK TO BE 2 1 /2 SHIM SPACE INTERIOR PROPERLY MIN. SECURED EDGE SEE NOTE 3 DISTANCE SHEET 1 a 9==3d3/16' TAPCONr!rr"I EXTERIOR W J LLU INTERIOR SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL 3/16' TAPCON SEE SHEET 3 FOR SILL OPTIONS MASONRY/ CONCRETE BY OTHERS a. T a. 1 1/4-MIN. a'• . EMBEDMENT 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRETEWSONRYINSrAU ATTON 3/16- TAPCON CONCRETE/MASONRY BY OTHERS OPTIONAL IX BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 CONCRET E/MASONRYWSTALLAT AON NOTES I. INTERIOR AND EXTERIOR RNISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALMffBY07WERS TO BE DESIGNED W ACCORDANCE WRHASTM E21 I2 MI WlNoowv. ANDLLC zY00RSY CARROLLTON. TX 75006 5'"".0 GENS 1 S. 420 SOD REINFORCED WITHOUT ADAPTER Sr.' x 9SERIES FRAME INSTALLATION DETAILS rDSoGs7 = 0• AT1 OF OR10Q: V.L opAm oA,3 NJ 08-0022T249 JA S OfVA111oaEW-MENTS 10 30/13 6 OF 10 WOOD FRAMING OR 2X BUCK BY OTHERS 1/2• MIN, TEDGE DISTANCE 1 3/8" MIN. EMBEDMENT 1/4- MAX. SHIM SPACE 10 WOOD SCREWS EXTERIOR LLJJ LLU INTERIOR 0 BE SET IN OF VULKEM 116 RUCTION ADHESIVE UAL f10 WOOD SCREW SEE SHEET 3 FOR SILL OPTIONS WOOD FRAMING OR 2X BUCN BY OTHER: MIN. BENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X SUCK WSrALLATION NOTES: 1. INTERIOR AND EXTERIOR FWISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BYOTHERS TUBE DESIGNED INACCORDANCE WTH ASTM El f 12 1 3/8' MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS 1 /4" MAX. SHIM SPACE REVISIONS OESOUPIION MTE A PRWO ADDED FIANCE AND FIN INSTALLATION 12/10/13 R.L. IAfTFRInR JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X SUCK INSTALLATION MI WINDOWSCROBS LLC Rd1001 .SY RRD TX 75006 Js y.. NSF, CARROLLTON, v,•v\G d SERIES 420 SGO REINFORCED WITHOUT ADAPTER*• 96" x 96" INSTALLATION DETAILSOF c- FLANGE TATe tt,I` DRAnc owc Ra OB A S1ONAI;1to: NTS — 10/30/13 WT79OF 1 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRIWNG SCREW METAL STRUCTURE BY OTHERS EXTERIOR 1 /4' MAX. SHIM SPACE T 10 SMS OR SELF DRIWNG SCREW INTERIOR SET IN VULKEM 116 ION ADHESIVE SEE SHEET 3 FOR SILL OPTIONS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES: 1. INTERIORAND EXTERIOR FINISHES, BY OTHERS NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITHAST U E2112 T- 7/8' MI EDGE DISTI L 10 SMS OR SELF DRILLING SCREWS METAL STRUCTURE BY OTHERS REMONS 0EXRpTON I DIVE I ARROYO ADDED FLANGE AND AN tHWALLAT10N 1 12/10/13 1 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLA TION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FLANGE INSTALLATION DETAILS ORAW1t 0W6 NO. a V.L 1 08-02249 uAtE NTS DIte 10/30/13 1311WEI OF 10 r,•v CEMS` •`p 2 1 /2" MIN. EDGE DISTANCE 1 1/4" MIN. a a• . ' EMBEDMENT CONCRETE/ a:" l MASONRY 1/4" MAX. BY OTHERS F SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16- TAPCON EXTERIOR L U LU INTERIOR SILL TO BE SET IN A BED OF VULKEM 115 CONSTRUCTION ADHESIVE 3/16- TAPCON OR EQUAL SEE SHEET 3 FOR SILL OPTIONS MASONRY/ CONCRETE BY OTHERS a 1 1/4" MIN. a'• EMBEDMENT 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRET&WASONR Y INSTALLAT ION IEVr.M o6cwnoN I MTE I WPWM ADDED FLANGE AND FIN INSTALLATION 1 12/10/13 1 RL. 1 1/4" MIN. EMBEDMENT 1/4" MAX. a r SHIM SPACE z 1/z" MIN. EDGE DISTANCE 1 3/16" TAPCON CONCRETE/MASONRY BY OTHERS •:. INTERIOR EXIFRIOR JAMB INSTALLATION DETAIL OPTIONAL IX BUCK CONCRETFiMASONRYWSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. WTERIOR AND EXTERIOR FINISHES, BYOTHERS NOT SHOWN FOR CLARITY. 2. PERWETER AND JOINT SEALANT BY OTHERS TO BE OESIONED IN ACCORDANCE WRH ASTM E2112 MI WlNoowcaoe00RS LLC S' ftL0wsYD CARROLLTON. TX 75006 0 5 w= SERIES 420 SGD REINFORCED WITHOUT ADAPTER 996" 10 a` ALLLATIONDETAILSFLANGEINSTALLATIONTATOFpO': i' S;°<ORl4: ago*. w. IRV V. L 08—OZ49 A S ONA11\ w1eNTS1030139OF10 WOOD FRAMING BY OTHERS 1 1/4- MIN. EMBEDMENT V I T- 8 WOOD SCREW 7/i MIN EDGE DISTANCE 1/4' MAX I SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR ZX SUCK INSTALLATION oescRpraN are I APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 1 R.L 1 5/8- MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP 1 1/4• MIN. EMBEDMENT BUCK BY OTHERS, iMtI1X BUCK TO BE PROPERLY SECURED Vl6• EXTERIOR J - PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYAbNCRETE 1 1/4" MIN. EMBEDMENT METAL STRUCTURE IS WOOD WOOD BY OTHERS SCREW BY OITHERS NG INTERIOR TRIM TRIM r 1/4" MAX. 1 3/8' MIN. L SHIM SPACE EMBEDMENT INTERIOR 7/16" MIN EDGE DISTANCE INTERIOR EXTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION FOR SILT. INSTALLAT70N SEE SHEETS I.9. HOOK STRIP --- « \ HOOK STRIP - Ll 10 WOOD - #10 SELF DRILLING SCREW : 4 SCREW PANEL EXTERIOR PANEL INTERLOCK EXTERIOR INTERLOCK HOOK STRIP INSTALLATJON HOOK STRIP INSTALLATION 2X BUCKmOOD FRAMING METAL STRUCTURE MI WINDOWS AND DOORS LLC Xotl lIiliflz CARROL TON•TX 75006=-*\CENp*- p NOTES: SERIES 420 SGD REINFORCED WITHOUT ADAPTER tt• D 1, INTERIOR AND Eh'MRIOR FINISHES, BY OTHERS, 96" x 96 ^q k E : NOTSHOWNFORCLARIT1: NAILFIN & HOOK INSTALLATION DETAILS ,1c• TAT OF '<V DESIGNEDNACCOROANCEW11F1ASTME2ND JOINT SEALANT BY OTHERS TO BE VxAwH owc Na 08-02249 A ' O sc" NTS I o"7E 1 D/30 13 1 slicer 10 OF 10 NOTES: 1. THE ?ROOUCT SHOWN H=REIN IS OESGNED AND MANUFACTUP.ED 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 OPENiAG IS THE RESPONSIBILITY OF "HE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE ',X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THt: RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED Iv 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. JNITS MUST BE GLAZED PER ASTM E1300—C4 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. S. SHIM AS REOUIRED AT EACH :NSTALLAr.ON 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 EOl1AL OR GREATER THAN 1.0 00 NOT REQUIRE WATER INFILTRATION RESISTANCE. OVERHANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT. 10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK US--- #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 SUM, CIENT 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 INSTALLATON DETAILS. 12. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFIC!EN? LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND 57RUCTURE :NTERIOR WALL. LOCATE ANCHORS AS SHIOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. NSTAL LATION ANCHORS SHALL BE %STALLED 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 — S-R=NGTH CONFORMANCE TO ASTM. C-90. GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA. 33KS1 OR ALUMINUM 6063—T5 1/8" THICK MINIMUM I TABLE OF CONTENTS I SHEET NO.I DESCRIPTION 1 NOTES 2 ELEVATION 3 — 9 INSTALLATION DETAILS VSITIS OfSC iNON 047E A'?RW_D ADDED CHARTS 03/05/12 R.L. REVISED PER NEW TESTING 10/15/13 R.L ADDED :LANCE WSTAL1A IONS 12/06/13 RA. MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 SERIES 430/440 XIX SGD 143" x 96" REINFORCED NOTES F.A. 1 08-00503 srJu>: NTS ICIAE 02/23/09 IsHwrl OF 9 SIGNED: 121US2013 143• MAX FRAME WIDTH ANCHORS TO BE 6" MAX EQUALLY SPACED 6" MAX 2) ANCHORS PER LOCATION SEE CHART #5 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX IAX 96" MAX FRAME HEIGHT L 6" MAX X X I -r-j SERIES 4301440 XIX SGO EXTERIOR VIEW OESIGNPRESSURE RATING IMPACTRATING OESIGNPRESSURE94nma 01PACTRATING 40. OPSF NONE +25.W-28.SPSF NONE WITH2I/ d2•SILL WTTHI WSILL SEE CHARTS IIANO02FOR OTHER UNITS RATINGS SEE CNARTSCAN0f4FOR OTHER UNITS RA17NOS 6 15/16" - I 2 1/32• 21132' SILL ALUMINUM 6063.13. 00 THICK ftmom w I OAE N+RMM A ADOED CHARTS 03/06/12 H.L B RMED PER NEW TE.S't1NG 10/15/13 RL C mom FIANCE INSTALLATIONS 12/06/13 R.L CHART/1 WIM2IM' SILL WHERE WATER INFILT114T M RESISTANCE IS REQUIRED SEE NOTE 9 SHEET 1 Des n premry dmrt Qv* pww aM TOW Rime VN th m me 00.00 no IOc00 ILO Inge 47. 7 tmo0 Pas Reg Pop Rig Pae Nay Poi Ng pl., 0.080.0 40.0 67.940.0 520 40.040.040.060.040A34b40.0 40.9 40.0 45A40.0 59.040.0 1.7 40.9 40.1 40.0 I 50.0 1 40.0 49.0 40.0 CHART#2 WITH M'SILL WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET I 2!!L ro chat (pso rim'.9p:-v& mlaw T*w Fmhmvww I no 4L0 47.7 moo Pop Nog f06* Pw 0 Nov 12c09 Pea Nop f17. 00 Pas Nag ice A 60. 0 ST.9 57A SLO I SLO 4eA 4" no 00.0 60.0 S4A 3" 40.9 1 46.9 D 0%0 59b 59b 51.7 S1,T 21 4e.1 423 423 no 58.0 4 A 49,0 43.T 7 40D 40A CNARrou KIN I Irrslu WHERE WATER INRLm nON RESISTANCE IS REQUIRED SEE NOTE 9 SHEET I 00sgn pressure chart ( psQ Fran Pone) ant Toleffli Kaw"m mmw(WF ighl 70, 0 c0 ILO1 47.7 0.00 Hop c0 P Rev, 10" Pe Meg 1LOO aFee P Meg eO2.07 3A 2 343 025 li. 0 D0393220102" 42A 25A 312 305 00.0 25A 353 25 3 tab CHARr04 WITH I Or SILL WHERE WATER WRLTRATTON RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET 1 CHART I5 Des ro Mat Rnens ShpY Pant 4W Tatl Rm Vvjw Y) h4416 J0.0 c0 ILO 47.47 10.00 Pas oy foam Poa I Nip ino0 Per ULM P32O. 4e Keg IO 47. e 4 35 34.!5 no 432 2 9 3.3 E3W32-332SLO 429 4LI 3237230.3 305 0c0 40.7 40, 3 1 352 25b 25b Nmned oI irhMw too gorta npul Fr 6 SNIR Ponal& W TOW Fmhm VN01h ON HDml1 JOA SLO ILO 47. 7 h) 0R0 N" I Jame face I N68 I hare f2c0 N63 Jame 14t0 Nd3 Jem6 Sto 0 6 8 0 6 9 e ice a a 7 0 0 0 9 e 9L0 e e 7 e 0 e 9 0 av e e T s e a v a MI WINDoWw. AND DOORS LLC 6 15/16" -I CARROLLTON, TX 75006 bl%Pl(tTQ,// v • GENs, 4% 1 1 2" 104 SERIES 430/"0 XIXSGO143• x 96• REINFORCED ELEVATIONS E OF i OMAj1`\ CROW. 0" No. Iativ A. OB C 5r 1 0'7 50 03 NTS 02/23/09 2 OF 9 ALUMINUM1063-Tb,055THICK WOOD FRAMING OR 2X BUCK BY OTHERS 10 WOOD SCREW 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR 1/2" MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT MAX. SHIM SPACE INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR ZX BUCK INSTALLATION NOTES: 1. INTERIOR AND EXTERIOR RN/SHEA BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETERANO JONTSEAUWT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AS7 W E21I2 1 3/8" MIN, EMBEDMENT 1/2" MIN. EDGE DISTANCE 10 WOOD SCREW SILL TO BE SET IN A BED OF VULKEM 115 CONSTRUCTION ADHESIVE OR EQUAL SEE SHEET 2 FOR SILL OPTIONS WOOD FRAMING OR 2X BUCK BY OTHERS 1 3/8" MIN. EMBEDMENT 1 /4" MAX. SHIM SPACE PzKs,mms MY OFSCflPIION W1E APPROVED A ADDED CHARTS 03/06/12 R.L. B REVISED PER NEW TESTING 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. JAMB INSTALLATION OETAIL WOOD FRAMING OR 2X BUCK INSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS ORAREr. rnrc !a. F.A. 08-00503 Du NTS — 02/23/09 IgW3 OF 9 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRILLING SCREW METAL STRUCTURE BY OTHERS VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS NOT SHOWN FOR CLARITY. 2. PERIMETERAND JOINT SEALANT BY OTHERS TUBE OESIONEO IN ACCORDANCE VVITH ASTM E2112 WAS" my OEadt gn W1E N40.vYEv A ADDED CHARTS 03/06/12 R.L. 1/4' MAX. B REVISED PER NEW TESTING 10/15/13 R.L SHIM SPACE C ADDED FLANGE INSTALLATIONS 12/06/13 R.L 1 /4' MAX. I SHIM SPACE I I 0 7/8" MIN IS OR EDGE DISTANCE INTERIOR RIWNG It a a 10 SMS OR SELF DRILLING SCREWSCREWS 0 BE SET IN RUCTION ADHESIVE IUAL METAL STRUCTURE SEE SHEET 2 BY OTHERS FOR SILL OPTIONS EXTERIOR JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/440 XIX SGD 143" x 96" REINFORCED FRAME INSTALLATION DETAILS oRA+rt owc fro. F.A. 08-00503 slur NIS jam 02/23/09 ISNET4 OF 9 AO F,:= F•:20R10T: G\: NALi\x CONCRETE/ MASONRY BY OTHERS OPTIONAL IX SUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16- TAPCON MASONRY/ CONCRETE BY OTHERS 2 1/2" MIN. EDGE DISTANCE a '• a!' •'; 1 1/4w MIN. a EMBEDMENT 1 1/4MIN. 1/4" MAX. a'• EMBEDMENT r SHIM SPACE 2 1/2' MIN. - EDGE DISTANCE a 1/ 4 . MAX. SHIM SPACE 3/16- TAPCON ." 3/ 16- TAPCON INTERIOR CONCRETE/ MASONRY .: EXTERIOR SILL TO BE SET IN ' A BED OF VULKEM 116 CONSTRUCTION ADHESIVE j j OR EQUAL galgrmgIImlIIFSEESHEET2OR SILL OPTIONS 13 t 1 1/4" MIN. EMBEDMENT VERTICAL CROSS SECTION CONCRETEMASONRYINSTALLATTON 2 I/2' MIN. EDGE DISTANCE INTERIOR ftmsm I unE Ieo D A ADDED CHARTS 03/06/12 R.L. 8 FICASEO PER NEW TESRNG 10/15/13 RL C ADDED FLANGE INSTALLATIONS 12/05/13 R.L. C l= J EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK OONCRETEAHASONRYINSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES: 1. INTEROR AND EXTERIOR FINISHES, BY OTHERS NOT SHOWN FOR CLARITY. 2. PERIMETER AND J00VT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE W17H ASTM 62112 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RO CARROLLTON, TX 75006 SERIES 430/440 XIX SGO 143' x 96' REINFORCED FRAME INSTALLATION DETAILS MAW 7Wo F.A. 08-00503 SME NTS — 02/23/09 lsmmr5 OF 9 1/2' MIN. EDGE DISTANCE 1 3/8• MIN. DOD FRAMING EMBEDMENT OR 2X BUCK BY OTHERS 1/4• MAX. SHIM SPACE 10 WOOD SCREW EXTERIOR II II II I1 1I 1I INTERIOR fJ10 WOOD SCREW SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EOUAL WOOD FRAMING SEE SHEET 2 OR 2X BUCK FOR SILL OPTIONS BY OTHERS 1 3/6' MIN. EMBEDMENT VERTICAL CROSS SECTION WOOD FRAMING OR 2Y BUCK INSTALLATION NOTES: I. INTERIOR AND OXTEWORRNISHES BY OTHERS NOT SHOWN FOR CLARIFY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITHASTTN EZI12 1 3/8' MIN. EMBEDMENT T - 1/2" MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1 /4' MAX. SHIM SPACE OOMONS REV oEscwnoR MTE nPFRMW A ADDED CHARTS 03/06/12 R.L D REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L JAMB INSTALLATION DETAIL WOOO FRAMING OR 2K BUCK INSTALLAT70N MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON. TX 75006 SERIES 430/"0 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS ORNM a ORG N0. F.A. 08-00503 VAE NTS 0or' 02/23/09 IgW6 OF 9 J\`J` Sl1R I ILo o b•1t= 40 iFb' • G N RMWNS nev oEmuvnoN are AspAavFn A ADDED CHARTS 03/00/12 R.L METAL 0 REVISED PER NEW TESTWG 10/13/13 RL STRUCTURE 1/4• MAX. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. BY OTHERS SHIM SPACE 1 /4• MAX. r SHIM SPACE 10 SMS OR 7/6•+ MIN. SELF DRILLING EDGE DISTANCESCREW INTERIOR EXTERIOR INTERIOR #10 sMs OR a SELF DRIWNG SCREWS SILL TO BE SET IN A BED OF VUIXEM 116 CONSTRUCTION ADHESIVE 10 SMS OR OR EQUAL SELF DRILLING STRUCTURE SCREW BY OTHERS EXTERIOR METAL SEE SHEET 2 STRUCTURE FOR SILL OPTIONS JAMB INSTALLATION DETAIL BY OTHERS METAL STRUCTURE INSTALLATION VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION MI WINooWw. AND rOOoS LLC `511R z0,, CARROl1TON, TX 75006 v,•\GENS,giA% NOTES SERIES 430/440 XIX SGD = *• 0 5 1.INPERIORANDEX 1ERIORFWISHES.BYOTHERS, x TA REINFORCED E NOT SHOWN FOR CLARNTI FLANGANG E INSSTALLATION DETAILSAT OF 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE ` DESIGNED INACCORDANCE WITHASTME2112 0 0A0 wur onE 08- 001503 C NTS 02 23 09 7 OF 9 RV190NS 2 1/2' MIN. Of9O IgN DATE wpwo w CONCRETE/ EDGE DISTANCE A ADDED CHARTS 03/06/12 R.L. MASONRY BY OTHERS 6 REVISED PER NEW TESTING 10/15/13 RL 1 C ADDED FLANGE INSTALLATIONS 12/06/13 RL b c • •• . ' 1 1/4" MIN. b• EMBEDMENT 1 1/4" MIN. 1/4" MAX. EMBEDMENT SHIM SPACE OPTIONAL IX BUCK TO BE 2 i/2" MIN. EDGE DISTANCE v ' INTERIOR PROPERLY 1/4'MAX. SECURED E NOTE 3 SHIMHIM SPACE O SHEET 1 3/16" TAPCON 3/16" TAPCON n n EXTERIOR II II I1 II II 1I INTERIOR 3/16' TAPCON —\ II II II II II II CONCRETE/MASO BY OTH O BE SET IN rOFVULKEM116 RUCTION ADHESIVE UAL oPTIONAL 1 X BUCK JAMB INSTALLATION DETAILttVORTOBEPROPERLYCOMCRETFJMASONRYRVSTALLATION0SEESHEET2SECURED SEE NOTE 3 SHEET 1FORSILLOPTIONS MASONRY/ CONCRETE BY OTHERS F NOTES: 1 1/4• MIN. 1. INTERIORANO EXTERIOR FINISHES. 8YOTHERS, EMBEDMENT NOT SNOWN FOR CLARITY. e IPERIMETER AND JOINTSEALANTBYOTHERSTOBE 1 Q' ' • a DESIONEO IN ACCOROANCE 1VRH ASTM E2I12 VERTICAL CROSS SECTION i 2 1/2' MIN. OONCRETE/ MASONRYINSTALLATION EDGE DISTANCE MI WINDOWS AND cRoSeoaos LLc Low/ CARROLLTON, TX 75006 511 1. v •%' c- o = SERIES430/"0 XIX SGO 1 >< TA REINFORCED LLATION DETAILS FLANGEINSTALLATIONW. b'y tV ATOFiZA ORAnecoRcNoaCv08- 00503 p,*- - G\ \ I1111111`\ 8NTS0223/09 OF 9 1 5/8- MIN. EDGE GIST, TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP MIN. EMBEDMENT T IX BUCK BY OTHERS, 1X BUCK TOBE PROPERLY SECURED 3/16" EXTERIOR __===?) ` PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYA:ONGRETE INTERIOR TRIM 1 3/8' MIN. EMBEOMENT HOOK STRIP a SJiOCR WOOD SCREW EXTERIOR PANEL INTERLOCK HOOK STRIP INSTALLATION ZX SUCKAYOOD FRAMING REASIORS GERRM0N N11E APPROVED ADDED CHAIM 03/06/12 R.L. REVISED PER NEW TESTING 10/13/13 R.L. ADDED FLANGE INSTALLATIONS 12/05/13 R.L. METAL STRUCTURE BY OTHERS TRIM INTERIOR HOOK STRIP 10 SELF DRILLING SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE NOTES: F. OVTERIOR AND EXTERIOR FI1N7SHES, BY OTHER$ NOTSHONMFORCLARfM z PERIMETERAND JOINT SEAUINT BYOTHERS TO SE DESIONEO INACCORDANCE WITHASTM E2112 MI WINDoWS AND 00RS LLC NST!REILIOzz OW. caose,ro CARROLLTON, TX 75006 P'i HSF ,d1 t•40J y143" SERIES 430/440 XIX SGD x 96" REINFORCED INSTALLATION DETAILS HOOK pAT OWN: F.A. 08— 03 C NAIL sNTS a1E 02/ 23/09 9 OF 9 1 .27/2016 Florida Building Code Online SCIS Home I Log In I User Registration I Hot TOPICS I Submit Surcharge I Stats a Facts I Publications I FBC staff I SCIS Site Map I Links I Search Florida Ae PIi Product Approval dfl, USER. Pudic user Product Approval Menu > Product or Applleatlon Search > Application List > Applkatlon Detail FL # FL9174-R11 Application Type Revision Code Version 2014 Application Status Approved Comments Archived set to re -apply per applicants request 4/28/15-rb Product Manufacturer Wayne -Dalton, a division of Overhead Door Corporation Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850) 474-9890 Mark_Garon@Overheaddoor.com Authorized Signature Greg Taylor gtaylor@Wayne-Dalton.com Technical Representative Greg Taylor Address/Phone/Email 3395 Addison Drive Pensacola, FL 32514 850) 474-9890 gtaylor@wayne-dalton.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sectional 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 John E. Scates the Evaluation Report Florida License PE-51737 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 06/27/2038 Validated By Kurt Dietrich PE e Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard DASMA-108 DASMA-115 Year 2002 2005 httpsJMrww.floridabU[ding.orglpr/pr app dtl.aspx?param=wGEVXQvADqufl1JRNVxf6u7ojnlOheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 1/6 10/27/2016 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL # Model, Number or Name 9174.1 5120 / 6100 / 9100 #0228 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +26.90/-30.80 Other: 9174.2 15120 / 6100 / 9100 #0229 Method 1 Option D 04/06/2015 04/28/2015 05/04/2015 06/23/2015 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +15.30/-17.00 Other. Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.3 1 5120 / 6100 / 9100 #0230 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +25.90/-28.80 Other: 9174.4 15120 / 6100 / 9100 #0231 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +30.00/-33.50 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. Description 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 II 0228 318958 P7.odf FL9174 Rll II Track Suoolement Chart P10.odf FL9174 1111 II WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 1111 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 1111 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 II 0229 318959 P8.odf FL9174 1111 II Track Suoolement Chart P10aw FL9174 R11 II WDJambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 6S3.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 Rll AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 Rll II 0230 318960 P10.odf FL9174 Rll II Track Suoolement Chart P10.odf FL9174 Rll II WD]ambSuoolementP16 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Solid only - no glazing available. Installation Instructions FL9174 Rll It 0231 31E PS.odf FL9174 Rll II Track Suoolement Chart P10.odf FL2174 Rll If WDJambSuoolementPl6 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 Rll AE ASTM A 653.odf FL2174 R11 AE Eval Reot 9100 rl s.odf FL9174 Rll AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Parry: Yes 9174.5 15120 / 6100 / 9100 #0234 19' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Installation Instructions FL9174 R11 II 0234 319022 PS.odf FL9174 R11 II Track Suoolement Chart P10.odf FL9174 Rll tt W121ambSuoolementPl6 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 baps:/Avww.11oridabuilding.org/pr/pr appo.aspx?param=wGEVXQwtDqufllJRfWxf6u7ojn10heH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 216 10J27/2016 Florida Building Code Online Design Pressure: +43.20/-49.60 Created by Independent Third Party: Yes Other: Evaluation Reports FL9174 RI AE ASTM A 653.odf F19174 1111 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.6 5120 / 6100 / 9100 #0235 16' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 It 0235 319023 P6.odf Approved for use outside HVHZ: Yes FL9174 R11 II 319040 Pi Post.odf Impact Resistant: Yes FL9174 R11 II Track Suoolement Chart P10.odf Design Pressure: +39.20/-43.70 FL9174 Rll II WD]amb5uoolementP16 s.odf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 1111 AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 1111 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.7 5120 / 9100 #0232 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 II 0232 318999 PS.odf Approved for use outside HVHZ: Yes FL9174 R11 If Track Suoolement Chart P10.odf Impact Resistant: No FL9174 R11 II WDJambSuoolementP16 s.odf Design Pressure: +12.40/-13.80 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL2174 R11 AE ASTM A 653.odf door. FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.8 5120 / 9100 #0233 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 I1 0233 319000 PS.odf Approved for use outside HVHZ: Yes FL9174 R11 If Track Suoolement Chart P10.odf Impact Resistant: No FL9174 Rll If WDJambSuoolementP16 s.odf Design Pressure: +18.50/-20.70 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other. Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 6S3.odf door. FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.9 5120 / 9100 #0236 18' Max width. 8' Max height. Max section height 21". Glazing available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 It 0236 319024 P6.odf Approved for use outside HVHZ: Yes FL9174 R11 If 319040 P1 Post.odf Impact Resistant: Yes FL9174 RI If Track Supplement Chart P10.odf Design Pressure: +30.00/-33.50 EL9174 R11 II WDJambSuoolementP16 s.odf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 6S3.odf FL9174 R11 AE Eval Rent 9100 s.odfrl FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.10 5120 / 9100 #0237 18' Max width. 8' Max height. Max section height 21". Glazing available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 It 0237 319025 P6.odf Approved for use outside HVHZ: Yes FL9174 1111 If 319040 Pi Post.odf Impact Resistant: Yes FL9174 R11 II Track Supplement Chart P10.odf Design Pressure: +39.20/-43.70 FL9174 R11 If WD]ambSuor)lementP16 s.odf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 1111 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes https:IAvww.floridabuilding.orglprlpr app dU.aspx?param=wGEVXQwtDqufllJRfWxf6u7ojnl0heH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 3(6 10/27/2016 Florida Building Code Online 9174.11 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24". Glazing 0600 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 1111 1I 0600 319026 P4.odf Approved for use outside HVHZ: Yes FL9174 R11 If Track Suoolement Chart P10.odf Impact Resistant: No FL9174 Rll 11 WDJambSuoolementP16 s.odf Design Pressure: +26.90/-30.80 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other. Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 653.odf door. FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 1111 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.12 5120/5140/6100/9100/9400/9600 9' Max width. 10' Max height. Max section height 24" Glazing 0601 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL2174 R11 If 0601 319027 P4.odf Approved for use outside HVHZ: Yes FL9174 R11 11 Track Suoolement Chart P10.0f Impact Resistant: Yes FL9174 R11 It WD]ambSuoolementP16 s.odf Design Pressure: +41.00/-46.30 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other. Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 6S3.odf FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.13 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0602 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 Rii I[ 0602 319028 P5.odf Approved for use outside HVHZ: Yes FL9174 R11 11 Track Suoolement Chart P10.odf Impact Resistant: No FL9174 R11 11 WD]ambSuoolementP16 s.odf Design Pressure: +15.30/-17.00 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 6S3.odf door. FL2174 R11 AE Eval Reot 9100 rl s.odf FL9174 Rll AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.14 5120/5140/6100/9100/9400/9600 16' Max width. 10' Max height. Max section height 24". Glazing 0603 available in top or Intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 It 0603 319029 PS.odf Approved for use outside HVHZ: Yes FL9174 R11 It Track Suoolement Chart P10.odf Impact Resistant: No FL9174 Rll 11 WD]ambSuoolementP16 s.odf Design Pressure: +23.00/-25.00 Verified By: John E. Scates P.E. FLORIDA PE 51737 Other: Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 R11 AE ASTM A 6S3.odf door. EL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 Rll AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.15 5120/5140/6100/9100/9400/9600 16' Max width. 8' Max height. Max section height 24" Glazing 0604 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 R11 It 0604 319030 PS.odf Approved for use outside HVHZ: Yes FL9174 R11 II 319040 Pi Post.odf Impact Resistant: Yes FL9174 RI It Track Suoolement Chart P10.odf Design Pressure: +39.20/-43.70 FL9174 R11 fI WD]ambSuoolementPl6 s.odf Other: Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 Rll AE ASTM A 6S3.odf FL9174 R11 AE Eval Reot49100 s.odfrl FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.16 5120/5140/6100/9100/9400/9600 18' Max width. 10' Max height. Max section height 24". Glazing 0605 available in top or intermediate section. Limits of Use Installation Instructions Approved for use in HVHZ: No FL9174 RI It 0605 319031 P4.odf Approved for use outside HVHZ: Yes FL9174 Rll 11 Track Suoolement Chart P10.odf Impact Resistant: No FL9174 1111 II WD]ambSuoolementPl6 s.odf MpsJ/www.floridabLdlding.org/pr/pr app dtl.aspx?param=wGEVXQwtDqu llJRtWxf6u7ojnlOheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 4/6 10127/2016 Florida Building Code Online Design Pressure: +15.30/-17.00 Verified By: John E Scates P.E. FLORIDA PE 51737 Other. Doors with glazing shall not be used in the wind- Created by Independent Third Party: Yes borne debris region unless protected or unless structure is Evaluation Reports designed as partially enclosed or door is a replacement FL9174 1111 AE ASTM A 653.odf door. FL9174 R11 AE Eval Rent 9100 rl s.odf 9174.17 I5120/5140/6100/9100/9400/9600 0606 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +30.00/-33.50 Other. Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door is a replacement door. 9174.18 I5120/5140/6100/9100/9400/9600 0609 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +39.20/-43.70 Other: 9174.19 15140/6100/9400/9600 #0608 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +18.50/-20.70 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure is designed as partially enclosed or door Is a replacement door. 9174.20 15140/9400/9600 #0607 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +25.90/-28.80 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure i designed as partially enclosed or door is a replacement door. Created by Independent Third Party: Yes 18' Max width. V Max height. Max section height 24" Glazing available in top or intermediate section. Installation Instructions FL9174 1111 If 0606 319032 P6.odf FL9174 R11 lI 319040 P1 Post.odf FL9174 RI It Track Supplement Chart PIO.ndf FL9174 R11 If WDJambSupplementP16 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 III AE ASTM A 653.odf FL9174 R11 AE Eval Rent 9100 rl s.ndf FL9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.adf Created by Independent Third Party: Yes 18' Max width. 8' Max height. Max section height 24" Solid only - no glazing available. Installation Instructions FL9174 Rll II 0609 319035 PS.pdf FL9174 R11 If 319040 PI Post.odf FL9174 RL1 It Track Supplement Chart P10.odf FL9174 Rll II WDJambSuoolementPl6 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 6S3.3df FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or Intermediate section. Installation Instructions FL9174 R11 It 060A 31S P4.pdf FL9174 R11 It Track Supplement Chart P10.odf FL9174 R11 It WD]ambSupplementP16 s.odf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 III AE ASTM A 653.odf FL9174 R11 AE Eval Rent 9100 rl s.odf FI-9174 R11 AE FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 16' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 II 0607 319033 P5.odf FL9174 III II Track Supplement Chart P10.odf FL9174 Rll II W121ambSuoolementP16 s.ndf Verified By: John E Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 R11 AE ASTM A 653.odf FL9174 R11 AE Eval Rent 9100 rl s.odf FL9174 1111 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Parry: Yes Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovriaht 2007.2o13 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. `Pursuant to section 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.s., please dick hg rM Product Approva I Accepts: hfpsJNAvw.floridabLdlding.orgtpr/pr_appo.aspx?param=wGEVXQwtDquflJRfWxf6u7ojnlOheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 516 1027/2016 Florida Building Code Online FINE Credit Card Safe httpsJAqww.floridabLdlding.org/pr/pr_app O.aspx?param=wGEVXOwtDquFl1JR1Wx(6u7ojnl0heH%2bRKJkizESYVxAzegKuYBGeGO%3d%3d 6J6 A Division of Overhead Door Corporation Jamb Connection Supplement This document provides a series of connection schedules and basic detailing concepts for the connection of garage door jambs to building frames with the use of various fasteners. DASMA Technical Data Sheet TDS-161 may be used as an alternate to this document. PM 324620 Rev. P16 SCHEDULEI 5/16" DIAMETER LAG SCREWS MAXIMUM SPACING OF LAG SCREWS PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB LB/FT NOTE3 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 22 240 24 24 20 260 24 22 19 280 24 20 17 300 24 19 16 320 22 18 15 340 21 16 14 360 20 16 13 380 19 15 13 400 18 14 12 420 17 13 11 440 16 13 11 460 15 12 10 480 15 12 10 500 14 11 10 520 14 11 9 540 13 10 9 560 13 10 8 580 12 9 8 600 12 9 8 620 11 9 8 640 11 9 7 660 11 8 7 680 10 8 7 700 10 8 7 720 10 8 6 740 9 7 6 760 9 7 6 780 9 1 7 6 800 9 1 7 6 C 4 hNZ No. W737 0 STATE OF p • i OW, fIOR OP 1. BASED ON 5/16'DIAMETER LAG SCREWS WITH 1-1/2" O.D. WASHERS WITH A 1-9/32" THREAD PENETRATION INTO SEASONED DRY WOOD SUPPORTING STRUCTURE. 2. PROVIDE QUANTITY OF LAG SCREWS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) LAG SCREWS PER JAMB. LAG SCREWS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30pst DOOR WIDTH = 16ft LOAD PER JAMB - 30pst x 16ft/2 = 240lb/tt 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. MINIMUM EDGE DISTANCE SHALL BE 1/2% MINIMUM FASTENER SPACING SHALL BE 1-1/2", AND ALL HOLES SHALL BE PRE -DRILLED TO PREVENT SPLITTING. 8. LAG SCREWS SHALL CONFORM TO ANSI / ASME STANDARD 818.2.1. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:56:33-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE2 16d COMMON WIRE NAILS AND 16d THREADED HARDENED -STEEL NAILS MAXIMUM NAIL SPACING PER JAMB IN MAIN SUPPORT MEMBER SPECIES SYP SPECIFIC GRAVITY - 0.55 DOUGLAS FIR SPECIFIC GRAVITY - 0.46 SPF SPECIFIC GRAVITY - 0.42 LOAD PER JAMB LB/FT NOTE ] 100 24 24 19 120 24 20 16 140 21 17 14 160 18 15 12 180 16 13 10 200 15 12 9 220 13 11 8 240 12 10 8 260 11 9 7 280 10 8 7 300 10 8 6 320 9 7 6 340 8 7 n/a 360 8 6 n/a 380 7 6 n/a 400 7 6 n/a 420 7 n/a n/a 440 6 n/a n/a 460 6 n/a n/a 480 6 n/a n/a 500 6 n/a n/a 520 n/a n/a n/a 540 n/a n/a n/a 560 n/a n/a n/a 580 n/a n/a n/a 600 n/a n/a n/a 620 n/a n/a n/a 640 n/a n/a n/a 660 n/a n/a n/a 680 n/a n/a n/a 700 n/a n/a n/a 720 n/a n/a n/a 740 n/a n/a n/a 760 n/a n/a n/a 780 n/a n/a n/a 800 n/a n/a n/a No. 51737 O STATE OF LOW Zz/SS/ONA; il,%%\\` 1111 1. BASED ON 16d COMMON WIRE NAILS (0.162"x3-1/2') OR 16d THREADED HARDENED -STEEL NAILS (0.148"x3-1/2") WITH A MINIMUM PENETRATION OF 2" INTO SIDE GRAIN OF MAIN MEMBER. 2. NAILS SHALL BE PROVIDED IN PAIRS AT A MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) PAIRS OF NAILS PER JAMB. NAILS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x4 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. 7. EDGE DISTANCES, END DISTANCES AND SPACINGS SHALL BE SUFFICIENT TO PREVENT SPLITTING OF THE WOOD. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:56:58-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Fl. PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULE3 3/8" 13 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB (IN) LOAD PER JAMB LB/ NOTE3 2000 PSI CONCRETE 2500 PSI CONCRETE 3000 PSI CONCRETE 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 24 340 24 24 24 360 23 24 24 380 22 24 24 400 20 24 24 420 19 24 24 440 19 23 24 460 18 22 24 480 17 21 24 500 16 20 24 520 16 20 24 540 15 19 23 560 14 18 22 580 14 18 21 600 13 17 20 620 13 16 20 640 13 16 19 660 12 15 19 680 12 15 18 700 11 14 17 720 11 14 17 740 1 11 14 1 16 760 11 1 13 16 780 10 13 16 800 10 13 15 No. 51737 O STATE Of l;, *1ON `,` 1. BASED ON 3/8"0 A307 HEADED OR HOOKED (1.69" MIN. HOOK LENGTH) ANCHOR BOLTS WITH A 2" O.D. WASHER WITH A MINIMUM EMBEDMENT DEPTH OF 3" AND A MINIMUM EDGE DISTANCE OF 3". 2. PROVIDE QUANTITY OF ANCHOR BOLTS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHOR BOLTS PER JAMB. ANCHOR BOLTS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 3. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 16ft/2 = 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 5. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 6. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 3. Digitally signed by John E. Scates, P.E. Aooroved Date: 2015.02.20 09:57:27-06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 FL PE S1737 TX PE S6308/F2203 Revision P16 SCHEDULE 4 3/8"0 SIMPSON TITEN HD SCREW ANCHORS MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB/ MOTE 2500 PSI CONCRETE NOTE I 4000 PSI CONCRETE MOTE ' 2000 PSI GROUT FILLED CMUMorez 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 16 280 24 24 16 300 24 24 16 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 8 400 24 24 8 420 24 24 8 440 24 24 8 460 24 24 8 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 23 24 8 580 22 24 8 600 21 23 8 620 21 22 8 640 20 22 8 660 19 21 8 680 19 20 8 700 18 20 8 720 18 19 8 740 17 19 N/A 760 17 18 N/A 780 16 18 N/A 800 1 16 1 17 1 N/A No. 51737 O0 i • STATE OF 0* ••;cLOR1QP%p` ZX//j; 0/0NA; 1. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4" AND A MINIMUM EDGE DISTANCE OF 2-3/4'. 2. BASED ON 3/8"0 SIMPSON TITEN HD SCREW ANCHOR WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-3/4", A MINIMUM EDGE DISTANCE OF 4-, AND A MINIMUM END DISTANCE OF 4 CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF SCREW ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) SCREW ANCHORS PER JAMB. SCREW ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB = 30psf x 1611/2 = 240lb/ft 5. CHART IS BASED ON 6-6' MINIMUM AND 24'-0" MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO.2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Aooroved Date: 2015.02.20 09:58:01-06'00' John E. Scates, P.E 3121 Fairgate Dr. Carrollton, TX 75007 FL PE 51737 TX PE 56308/1`2203 Revision P16 SCHEDULE5 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB/FT NOTE4 2500 PSI CONCRETENOTE' 4000 PSI CONCRETE NOTE' 2000 PSI GROUT FILLED CMUNore2 100 24 24 24 120 24 24 24 140 24 24 24 160 24 24 24 180 24 24 24 200 24 24 24 220 24 24 24 240 24 24 24 260 24 24 24 280 24 24 24 300 24 24 24 320 24 24 16 340 24 24 16 360 24 24 16 380 24 24 16 400 24 24 16 420 24 24 16 440 24 24 16 460 24 24 16 480 24 24 8 500 24 24 8 520 24 24 8 540 24 24 8 560 24 24 8 580 24 24 8 600 23 23 8 620 22 22 8 640 22 22 8 660 21 21 8 680 20 20 8 700 20 20 8 720 19 19 8 740 19 19 8 760 18 18 8 780 18 18 8 800 17 1 17 1 8 No. 51137PO i tAr - ill` 6 STATE Of Ilk 1111 1. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4' O.D. WASHER INTO NORMAL WEIGHT UNCRACKED CONCRETE WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2" AND A MINIMUM EDGE DISTANCE OF 3". 2. BASED ON 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR WITH A 1-3/4" O.D. WASHER INTO GROUT FILLED CMU WITH A MINIMUM EMBEDMENT DEPTH OF 2-1/2" AND A MINIMUM EDGE DISTANCE OF 4". ONLY ONE ANCHOR PER MASONRY UNIT CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90 AND GROUT SHALL CONFORM TO ASTM C476. 3. PROVIDE QUANTITY OF ANCHORS AS REQUIRED TO MAINTAIN MAXIMUM SPACING AS SHOWN IN TABLE WITH A MINIMUM OF THREE (3) ANCHORS PER JAMB. ANCHORS AT TOP AND BOTTOM OF JAMB SHALL BE PLACED A MAXIMUM OF 6" FROM THE END OF THE JAMB. 4. LOAD PER JAMB CALCULATED BY TAKING DESIGN LOAD (PSF) TIMES DOOR WIDTH (FT) DIVIDED BY 2. EXAMPLE: DESIGN LOAD = 30psf DOOR WIDTH = 16ft LOAD PER JAMB - 30psf x 16ft/2 = 2401b/ft 5. CHART IS BASED ON 6-6" MINIMUM AND 24'-W MAXIMUM DOOR HEIGHT. 6. DOOR JAMB TO BE 2x6 OR LARGER NO. 2 GRADE SPF (SPECIFIC GRAVITY >=0.42) LUMBER OR BETTER MOUNTED TO SUPPORT STRUCTURE. IF MOUNTING OVER DRYWALL, INCREASE FASTENER LENGTH TO ACHIEVE MINIMUM REQUIRED PENETRATION. 7. DESIGN OF THE SUPPORT STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE BUILDING DESIGNER AND SHALL BE DESIGNED FOR THE JAMB LOAD LISTED IN ABOVE TABLE AS CALCULATED PER NOTE 4. 8. SCREW ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S WRITTEN INSTRUCTIONS. Digitally signed by John E. Scates, P.E. Approved Date: 2015.02.20 09:58:27 -06'00' John E. Scates, P.E. 3121 Fairgate Dr. Carrollton, TX 75007 Fl. PE 51737 TX PE S6308/F2203 Revision P16 w Dalton 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 85D) 474-9890 No. 51737 0 STATE OF ; - At 1A S p pR10P 0R SIpNi ; k\X I Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:58:53-06'00' JOHN E. SCATES. PE 3121 FAIRGATE DR. CARROLLTON. TX 750D7 FL PE 51737 TX PE 56306/F22D3 1 6' MAx FASTENERS PER SCHEDULES 1 THRU 4 MINIMUM 2x4 STRUCTURAL GRADE LUMBER FOR MAXIMUM ATTACHMENT TO SPACING WOOD SUBSTRATE OR MINIMUM 2x6 FOR ATTACHEMENT TO CONCRETE AND GROUT FILLED CMU. TYP. SEE DETAILS 1. 2. AND 3 REQUIRED FOR VERTICAL POST REINFORCING SYSTEMS DOOR HEIGHT 6' MAX. J DOOR WIDTH MINIMUM 21 6 /J Q HEADER LOCK SOUTHERN PINE BRACKET LUMBER 4' 2-3/4' 2) 3/8' SIMPSON 71TEN HD SCREW ANCHOR WITH A 1 1/4- WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 2-3/4'. DETAIL 1 MINIMUM 2500 PSI CONCRETE NOTE MAXIMUM DESIGN LOAD CAPACITY OF 2085 LBS. MINIMUM 2x6 /3 Q HEADER LOCK SOUTHERN PINE BRACKET LUMBER 4- 4) 3/8' SIMPSON 717EN HD SCREW ANCHOR WITH A 1-1/4' WASHER AND A MINIMUM EMBEDMENT DEPTH OF 2-3/4' AND A MINIMUM EDGE DISTANCE OF 4'. DFTAR 2 MINIMUM 2000 PSI GROUT FlL3ED CMU NOTE, MAXIMUM DESIGN LOAD CAPACITY OF 2400 LBS MINIMUM 2x6 /3 It HEADER LOCK SOUTHERN PINE BRACKET LUMBER. 4' 4) 3/8' DIA LAG SCREWS WITH 1-1/4' OD. WASHERS LAG SCREWS SHALL HAVE A MINIMUM PENETRATION OF 1-9/32' INTO THE MAIN SUPPORT MEMBER. DETAIL 3 W000 SUPPORT STRUCTURE NOTE. MAXIMUM DESIGN LOAD DATE CAPACITY OF 2430 LBS SHEET 1 OF 2 JAMB CONNECTION SUPPLEMENT REVISIONS NAME DRAWANG PART NO. I REV. PROFESSIONAL ENMCCR'S SEAL PROVIDED ONLY FOR VERUICATION OF VAUDLOAD CONSTRUCTION DETAILS 324620 IP16 a® w 091 on 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 MIN 2500 PSI CONCRETE HM MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE 3/6' SIMPSON TITEN NO, 2-3/4' MIN EMBED. MIN 6' BETWEEN JAMB BRACKET LOCATION — JAMB BRACKET- 1/4-20A9/16' TRACK BOLT AND 1/4-20 HEX NUT TRACK No. 51737 dw O 1b STATE Of tftft s !-iOR%q Z &IONi ,,` Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:59:26 -06'00' JOHN C SCATES. PE 3121 FAIROATE OR CARROLLTON. TX 75007 FL PE 51737 TX PE 56308AMO3 P/ROFES9ONAL CNONEER'S SEAL PROMDED ONLY FOR VERIFICATION OF VANDLOAD CONSTRUCTION DETARLS 2 3/4' MIN 2 c 4 SPF (C-0.42) OR BETTER WALL STUD HM MAX ALLOWABLE FASTENER LOAD MAY EXCEED THE DESIGN LOAD OF THE STRUCTURE. DESIGN OF SUPPORTING STRUCTURE SHALL BE THE SOLE RESPONSIBILITY OF THE PROFESSIONAL OF RECORD FOR THE STRUCTURE I EXTERIOR S/16' LAG SCREW WITH 1-9/32' EMBED IN CENTE>OF STUD (3 1/4') FOR EAC JAMB BRACKET LOCATION JAMB BRACKET 1/4-204/16' TRACK BOLT AND 1/4-20 HEX NU TRACK DIRECT WOOD MOUNTING DETAIL MAX 420 LOS PER LAG FASTENER SHEET 2 OF 2 JAMB CONNECTION SUPPLEMENT REVISIONS DRAWING PART No, I REV, 324620 P16 The Genuine. The Original. I 6 Overhead Ooor Corporation 2S01 S. State Hwy 121, Suite 200 Lowisville, TX 75067 Phone 4695497100 fax 4695497281 wsvw.overheeddoorcom April 28, 2015 Subject: ASTM A653-00 To Whom It May Concern: This letter is to state that ASTM A 653-00 as tested in FL 9174 meets or exceeds the requirements of ASTM A 653-06. Please feel free to contact me if you need any additional information. Sincerely, Dwayne J. Kornish P.E. FL PE 77945 No.77945 •.' S STATE OF • / 4 / o/S Overhead DOor.Corporation nSuaidiaryofSanwafiadi"Potation •• ••• John E. Scates, Professional Engineer June 10, 2011 Wayne -Dalton, a Division of Overhead Door Corporation 3395 Addison Dr Pensacola, FL 32514 Re: Evaluation Report for Residential Model 5140/9100/9600 family FL 09174-117 To Whom It May Concern: 3121 Fairgate Dr. Carrollton TX 75007 972) 492-9500 At the request of Wayne -Dalton, a Division of Overhead Door Corporation, I have reviewed the drawings and tests listed below. These doors were tested at an accredited laboratory according to ANSI/DASMA 108-2002 and ANSI/DASMA 115-2005 test procedures. The pressures listed on the drawings are a direct result of these tests. I have concluded that the construction shown on these drawings comply with the structural requirements of the 2007 Florida Building Code. I certify that I meet the requirements of "independence" as detailed in Florida Statute 9N-3.005. Code References 2007 Florida Building Code Section 1609 Section 1609.1.2 Section 1714.5.3.1 Test Procedures Wind Loads ANSI/DASMA 115 - Windborne Debris testing ANSI/DASMA 108 - Static windload testing Testing was conducted in accordance with ANSI/DASMA 108-2002 and 108-2005. ANSI/DASMA 108-2002 is forward compatible with ANSI/DASMA 108-2005. All tests included holding the door at design pressure for a minimum of 10 seconds, and achieving a 150% overload test" or "proof") pressure for 10 seconds. In addition, some of the doors were also tested for windborne debris according to ANSI/DASMA 115-2005. Not all windborne testing included glazing with the door panels. These are itemized in Tables 1 and 2. E lom FL 09174-117 Test Reports ETC-06-976-17575.1, static per 108-02, dated 5/30/2006 ETC-06-976-18185.0, static per 108-02, dated 10/27/2006 ETC-06-976-19011.0, impact per 115-05, dated 4/25/2007 CTLA 1911W static 108-02 and impact 115-05, dated 10/21/2008 CTLA 1911W-3 static 108-02 and impact 115-05, dated 2/10/2009 CTLA 202OW static 108-05 and impact 115-05, dated 3/9/2010 CTLA 202OW-1 static 108-05, dated 3/9/2010 OHD/TREQ ETR 06182-2 static 108-05, dated 5/26/2011 ETC = ETC Laboratories, 297 Buell Rod, Rochester, NY Testing was conducted by ETC at Wayne -Dalton Test Facility in Pensacola, Florida. CTLA = Certified Testing Laboratories, Architectural Division, 7252 Narcoossee Rd., Orlando, FL Testing was conducted by CTLA at Wayne -Dalton Test Facility in Pensacola, Florida. OHD/TREQ = Overhead Door's TREQ facility in Dallas, TX. This facility had a current accreditation per ANSI/IEC/ISO 17025 at the time of testing, listed with International Accreditation Service, Certificate No. TL-368. Installation Instructions The drawings provide installation instructions peculiar to windload reinforcement. In addition, Drawing 307494, Rev P10, provides supplemental track assembly details. Jamb attachment: Methods of securing the door to the mounting surface is detailed in the Jamb Connection Supplement, P/N 324620, Rev P9. This Evaluation Report does not address design of the wall/jambs themselves. These drawings only illustrate common means to attach the door to the jambs. Walls and Jambs should be designed (by others) to withstand the loads imposed by door onto the building. Additional information is available in DASMA Technical Data Sheet TDS-161 at www.dasma.com. OM Drawings k(111.14*1l FL09174-R7 Drawing Option Width Height psf Impact Glazing Glazing Static Impact Door Avail Impact Test Test Avail 318958 0228 9 8.75 26.9/-30.8 Yes Yes Yes 17575 19011 Rev P7 318959 0229 16 8.75 15.3/-17.0 No Yes No 17575 Rev P8 318960 0230 16 8.75 25.9/-28.8 Yes Yes Yes 17575 & 19011 Rev P10 1911W3 & ETR6182-2 318996 0231 16 8.75 30.0/-33.5 Yes No No 1911W 1911W Rev P5 318999 0232 18 8.75 12.4/-13.8 No Yes No 17575 Rev P5 319000 0233 18 8.75 18.5/-20.7 No Yes No 17575 Rev P5 319022 0234 9 8.75 43.2/-49.6 Yes Yes Yes 17575, 19011 & Rev P5 18185 & 1911W3 1911W3 319023 0235 16 8 39.2/-43.7 Yes Yes Yes 17575 & 19011 Rev P6 18185 319024 0236 18 8 30.0/-33.5 Yes Yes Yes 17575 & 19011 Rev P6 18185 379025 0237 18 8 39.2/-43.7 Yes Yes Yes 7575, 19011 & Rev P6 18185 & 1911W3 1911W3 3 Fl. 09174-117 TABLE 2. Drawing Option Width Height psf Impact Glazing Glazing Static Impact Door Avail Impact Test Test Avail 319026 0600 9 10 26.9/-30.8 No Yes No 17575 Rev P4 319027 0601 9 10 41.0/-46.3 Yes Yes Yes 17575 & 202OW Rev P4 202OW 319028 0602 16 10 15.3/-17.0 No Yes No 17575 Rev P5 319029 0603 16 10 23.0/-25.0 No Yes No 17575 Rev P5 319030 0604 16 8 39.2/-43.7 Yes Yes Yes 17575 & 19011 & Rev P5 202OW 202OW 319031 0605 18 10 15.3/-17.0 No Yes No 17575 Rev P4 319032 0606 18 8 30.0/-33.5 No Yes No 17575 & Rev P6 202OW-1 319033 0607 16 8.75 25.9/-28.8 No Yes No 17575 Rev P5 319034 0608 18 8.75 18.5/-20.7 No Yes No 17575 Rev P4 379035 0609 18 8 39.2/-43.7 Yes No No 17575 19011 Rev P5 Nu `.r 4 (o(to / t1 FL 09174-117 Model Descriptions Model 5120/9100 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, having a thickness of 1.1" for sections with a maximum height of 21" and a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a stamped or flush facer design. Model 5140/9400 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, having a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a %" deep recessed facer panel that may use optional decorative trim. Model 9600 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior galvanized and painted 32 gage skin, having a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a stamped or flush facer design. Model 6100 is constructed of 30 gage, ASTM A653-00 CS Type B exterior steel skin with an ASTM A525 G-30 galvanized coating and two coats of polyester paint, a foamed in place polyurethane core, with an interior polylaminate skin, having a thickness of 1.4" for sections with a maximum height of 24". Includes foamed -in -place ribs and a flush facer design with %" MDF decorative overlay. 5 10 10 t1 FL09174-R7 Additional Limitations The drawings cited above are an explicit part of this evaluation report. The text of this report does not attempt to address all design details, but relies upon the illustrations and text of these drawings and instructions as well. Selected products within this Evaluation have been tested for Windborne Debris according to ANSI/DASMA 115. Tables 1 and 2 indicate the Windborne Debris doors by a "Yes" in the Impact Door" column. Doors with available impact glazing are also indicated in these Tables. These products are not intended for the Florida High Velocity Hurricane Zone (HVHZ). Sincerely, Jo n E. Scates, P.E. ( Florida PE # 51737 ka(« 6 John E. Scates, Professional Engineer February 3, 2015 Wayne -Dalton, a Division of Overhead Door Corporation 3395 Addison Dr Pensacola, FL 32514 3121 Fairgate Dr. Carrollton TX 75007 fax (972) 492-0077 ( office (972) 492-9500 Re: Statement of Affirmation to FBC 5`h Edition (2014) FL 09174-119 To Whom It May Concern: To the best of my knowledge, the products listed in FL 09174-119 conform to the requirements of the 5:h Edition (2014) of the Florida Building Code. I, John E. Scates, P.E., certify that I meet the requirements of "independence" as it relates to Wayne -Dalton (A Division of Overhead Door Corporation). Specifically, 1) 1 do not have, nor intend to acquire or will acquire, a financial interest in any company manufacturing or distributing these products. 2) 1 (my business) is not owned, operated or controlled by any company manufacturing or distributing these products. 3) 1 do not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. 4) 1 do not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Digitally signed by John E. Scates, P.E. Date: 2015.02.03 13:32:17-06'00' John E. Scates, P.E. Florida PE # 51737 6, 9 No. 51737 STATE OF 1W RI 4,t 4/;SSONA; IIIII mm I. SHORT PANEL NON -IMPACT RESISTANT GLAZING OPTION - 00' MINIMUM SSB GLAZING IN MGLOED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (6) PB.1' SCREWS INSTALLED IN 13 CA HORIZ ANGLE - TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN PAS SHOWN ON THIS ORAVANG. GLAZING SHALL HAVE A MAXIMUM NIGHT 13 CA FLAG ANGLE - OF 1175' AND A MAXIMUM LENGTH OF 16.75', GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR HIND-80RNE DEBRIS REGIONS. 16 CA MIN HORIZ• TRACK 2. LONG PANEL NON -IMPACT RESISTANT GLAZING OPTION - 5/16.1-5/B 090' MINIMUM SSB GLAZING IN MOLDED FRAMES GLUED WITH LAC SCREWS A 1/6 BEAD OF BOSTK LIDO OR EQUIVALENT UNDER THE MIN 3 AS OUTER FRAME AND SCREWED TOGETHER WITH A MINIMUM OFSHOWN) 10) JB.1' SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT OEOORATIW INSERTS) MEETS 16 GA MIN VERT- UNIFORM STATIC DESIGN PRESSURES 94OWN ON jNIS DRAWING TRACK GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 13.75' AND A MAXIMUM LENGTH OF 39'. GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REWIREMFNTS FOR WIND-BORNE 5/16.1-5/8' LAO DEBRIS REGIONS GLAZED SECTION REWIRES 18 GA J-STRUT SCREW AT EACH SCREWED TO LOWER INTEGRAL RIB OF SECTION AND OPERATOR JAMB BRACKET STILE TO BE FACTORY INSTALLED. INSTALLER SHALL FIELD INSTALL (1) 1/4-14.7/8' SELF DRILLINGCIMPTITE SCREW TO 1/4-20x9/16' TRACKATTACHEJ-STRUT TO THE INTEGRAL RIB AND OPERATOR BOLT AND 1/4-20 HEX STILE AT THE CENTERLINE OF THE DOOR PER DETAIL F ON NUT AT EACH JB JAMBSHEET2• BRACKET LOCATION 3, IMPACT RESISTANT GLAZING OPTION - IMPACT RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS} GLAZING SHALL BE 1/4' MAKROLON-AR PO_YCARBONATE OR EQUAL, GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 15.21' AND A MAXIMUM LENGTH OF 50.08. GLAZING IS IMPACT RESISTANT AND DOES MEET THE REQUIREMENTS FOR WORD -BORNE DEBRIS REGIONS SE DETAIL E ON 94EET 2 FOR ASSEMBLY DETAILS GLAZED SECTION REWIRES REINFORCEMENT BRACKETS IS CA STIFFENED' ATTACHED TO U-BAR ON UPPER INTEGRAL RIB (SEE OETAL G BRBRACKETSJAMBMBBRIESHEET2). 18 GA J-STRUT SCREWED TO LOWER INTEGRAL RIB SEE SFOR OFSECTIONANDOPERATORSTILETOBEFACTORYINSTALLED. INANITY, LOCATION, INSTALLERSHALLFIELDINSTALL (1) 1/4-140/6' SELF ANO TYPE DRILLINGCRMPTITESCREWTOATTACHTHEJ-STRUT TO THE INTEGRAL RIB AND OPERATOR STILE AT THE CENTERUNE OF THE DOOR PER DETAIL F ON SHEET 2. KEY LOCK OR SUOE LOCK- 4. VINYL OR WOOD DOOR STOP NAILED A MAXIMUM OF 6' O.C. BOTH ENDS (NOT MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM REWIRED WITH OPERATOR 7/ 16' TO MEET NEGATIVE PRESSURES SEE NOTE 5). SLIDE LOCK SHOWN FOR 5. KEY LOCK, SIDE LOCKS, OR OPERATOR REQUIRED. CLARITY 6. SECTION SHALL BE CONSTRUCTED WITH FOAMED IN PLACE NOTE, (4) SECTION SOLID POLY URETHANE FOAM INSULATION CHEMICALLY BONDED TO 30 DOOR SHOWN. SEE SHEET CA MINIMUM FACET STEEL AND A POLYUIaNATE BACKER 2 FOR U-8AR LOCATIONS END CAP TO HAVE A MINIMUM 1.I' DEPTH. OR DOORS WITH OTHER SECTION QUANTITIES AND 7. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SEE NOTES 1, 2, AND 3 SHALL BE THE RESPONSIBILITY OF THE PROFESSIONAL OF ON THIS SHEET FOR RECORO FOR THE BUILDING OR STRUCTURE AND IN GLAZING OPTIONS. ACCORDANCE WITH CURRENT BUILDING (ODES FOR THE LOADS LISTED ON THIS DRAWING DOOR JAMS TO BE MINIMUM 2x6 STRUCTURAL GRADE LUMBER REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE. 9. LOUVER OPTION - .040' MINIMUM LOUVERS IN MO-00 FRAMES SCREWED TOGETHER WITH A MINIMUM OF (6) AxI' SOWS INSTALLED IN THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND 00 NOT MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS LOUVERED SECTION REWIRES OPERATOR STILE TO BE FACTORY INSTALLED AT THE CENTERUNE OF THE DOOR. JOHN E. SCATES PE 3121 FAIROATE OR. CARROJ. TCN. TX 7SM7 FL PE 51737 TX PE 3EJ06/F2203 PROFESSIONAL ENONEFR'S SEAL PRONOEO ONLY FOR VERIFICATION OF WNOLOAO CONSTRUCIION OETAILS SEE U-BAR NOTE ON SHEET 2 FOR U-BAR INSTALLATION 18 GA OPERATOR STILE FACTORY ADHERED TO CENTER OF TOP SE( CA END CAP P4 CHANCES TO GENERAL! FORMAT AND CHANGED E DOOR U-BAR FASTENER TYPE AT ENO CAPS AND BOTTOM RETAINER. CHANGED CENTER HINGE GAUGE AND ADDEO LOUVER OPTION CHANCED STRUT IDENTIFICATION METHOD FROM COLORED PAINT TO STAMPED NUMBER. CRT 3/6/O6 PS ADDED SUPERIMPOSED OESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE AND CLARIFIED NUMBER OF PRB 5/ 10/06 ADDED IMPACT RESISTANCE TO DOOR. ADDED MODEL 6100. MODIFlED NOTE a TO STATE THAT LOUVERS ARE NOT IMPACT R RESISTANT. 1 CRT 6/6/07 P7 MODIFEO JAMB BRACKET SCHEDULE FOR FAT OPTION. ADDED LHR TRACK DETAIL SHEET 2, CRT 4/17/08 i P8 ADDED IMPACT P RESISTANT GLAZING. ADDED TEXAS LICENSE NUMBER TO TITLE BLOCK. CHANGED LOUVER NOTE. INCREASED MAX HEIGHT GRT 7/22/08 P9 UPDATED TITLE BLOCK D GRT 8/26/10 EET PIO ADDEO LONG PANEL GLAZING OPTION NOTE' ( 5) CENTER HINGES PER JOINT CRT 3/15/11 1 REQUIRED ON DOOR WIDTHS GREATER THAN 12'- 0'. (3) CENTER HINGES PER JOINT REQUIRED ON DOOR WIDTHS LESS THAN OR EQUAL TO 12'-0'. JAMB BRACKET SCHEDULE HEIGHT SECTIONS NO. OF NO. OF JAM BRACKETSEACH JAMB) TAPE LOCA " ON OF CENTERLINL OF JAMB BRACKETS MEASURED FROM BOTTOM . OF TRACK (ALL DIMENSIONS * 2') 7'- 0' 4 6 0' JB , 13 01 , 2}1 J8 , 34 JB , 45-1 4 OI , 63 JB 7'- 0' 4 8 FAT JB , 10 JB , 21-3 t JB , 20-3 4 JB , 42 JB , 63-1 4 JB e'- 0' 5 e G JB , 13' (01). 23' JEI, 34' JB , 47-1 4' OI , 56' JB , er O 75' JB 8'- 0' S B FAi JB , 10 JB , 21-3 4' JB , 29-3 4 JB 4/' JB , 57-1 4 JB , 66' JB , 75-1 ' JB 6 UCH LIFT OOF PITCH SEE NOTE BELOW WILL JB) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20x9/16' TRACK BOLT AND NUT. C) FOLLOWING DIMENSION DENOTES OUIC( INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED ATTACH TO TRACK ALL DOORS WITH HIGH LIFT, ROOF PITCH, AND/OR GREATER THAN 8' IN HEIGHT REQUIRE USE OF CONTINUOUS WALL ANGLE. SEE SUPPLEMENT TRACK CHART FOR DETAILS SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE MAX DOOR HEIGHT UNIFORM LOAD EACH JAMB (PLF) WIDTH I6'- 0' ALL 207.2 -2J0.4 14'- 0' ALL 151.3 -201.6 12'- 0' ALL 155.4 -172.B IV- O' ALL 129.5 -144.0 wade® DftOn STATIC PRESSURE RATINGS DESIGN ( PSF): +25.90/-28.80 APPROVED SIZES MAX WIDTH: 16'-0' SCALE: N.T.S. DATE SIZE- A NAME TEST ( PSF): +38.85/-43.20 MAX HEIGHT: 8'-9' DRAWN 3/8/06 GRT IMPACT/ CYCLIC RATED (YES/NO)- YES MAX SECTION HEIGHT: 21' CHECKED 4/6/06 MRB MODELS 5120/6100/9100 SHEET 1 OF 2 ISION OF OVERHEAD DOOR COR PEN3395 LA.FLORRIDA32514Ii50 474-9890 WINDLOAD SPECIFICATION OPTION CODE 0230 ORAWING PART NO. 318960 REV. P10 13 CA ADJUSTABLE TOP PLACE U-BAR OVER INTEGRAL RIB 13 CA ADJUSTABLE FIXTURE ATTACHED TO WITH THE (8) PRE -PUNCHED TOP FIXTURE PRE -PUNCHED HOES HOLES EACH END FACING UPWARD IN BOTTOM OF U-BAR AND ATTACH THRU END CAP AT WITH (2) 1/4-14x6/8' EACH END WITH ((2) 1//4-14x7/ CRIMPTITE SCREWS SELF OFULLL40 CpIMP11TE SCREWS FOR STANDARD TRACK AND (3) O 1/4-14x7/8' SELF DRAWING CRIMPTITE SCREWS FOR LOW HEADROOM TRACK (2 OF WHICH . ARE USED TO ATTACHED THE TOP DETAIL A BRACKET AS SHOWN} LOW HEADROOM TRACK DETAIL A 13 CA ROLLER SLIDE ATTACHED TO PRE -PUNCHED HOLES IN TOP OF U-BAR PLACE U-BAR OVER INTEGRAL RIB PATH WITH (2) 1/4-14x5/8' CRIMPTITETHE 8) PRE -PUNCHED HOLES EACH ENO USE VIEWING HOLE IN SLIDE TOFACING UPWARD AND ATTACH THRU ENO PROPER ALIGNMENT OF ROLLERCAP AT EACH ENO WITH (2) 1/4-14x7/8' SELF DRILLING CRIMPTITIE SCREWS 15 CA HINGE ATTACHEEXCEPTION: U-BAR PLACED OVER TOP WITH (4) 1/4-14x5/8'RIB ON THE 80TT0M SECTION SHALL ONLY CRIMPTITE SCREWS (2 OFBE ATTACHED THRU ENO CAP AT EACH WHICH ARE FACTORYEND WITH (1) 1/4-14x7/8' SELF DRIWNG ATTACHE) C IMPTITE SCREW LOCATE ON THE BOTTOM FLANGE OF THE U-BAR HOW-- WE TO CLEARANCES REQUIRE TO 2' NYLON STORMGARDINSTALL SCREWS AT THE ENDS OF THE ROLLER WITH U-BARS, ALL U-BARS SHALL BE 4-1/2' STEM INSTALLED ON SECTIONS PRIOR TO QETAIL 8 INSTALLING RC LER SLICES AND TOP FIXTURE ON THE U-BARS SEE ATTACHMENT NOTES ON THIS SHEET. 18 CA HINGE ATTACHEO PLACE U-BAR OVER WITH (6) 1/4-20x5/8' INTEGRAL RIB ATTACH CRIMPTITE SCREWS (2 OF 20WITH (2) 1/4-20x5/8' CRIMP SCREWS U WHICH ARE FACTORY PRE -PUNCHED HOLES AT ATTACHED, 3 OF WRBCH EACH INTERMEDIATE HINGE ARE FIELD INSTALLED INTO LOCATION (1 THRU FLANGETOPLEAF. AND 1 OF OF U-8AR AND BOTTOM WHICH IS FIELD INSTALLED HINGE LEAF AND 1 THRUTHRUPRE -PUNCHED HOLE •' WEB OF U-BAR AND IN U-8AR DETAIL C INTEGRAL RIB OF SECTION) 12 GA BOTTOM BRACKET FACTORY ATTACHED WITH 0 3) 1/4-1456' CRIMPTITE SCRIEWS CE U-GAR OVER INTEGRAL RIB WITH NOTCH DOWN TO CLEAR BOTTOM BRACIOET AND ATTACH THRU ENO CAP AT EACH ENO WITH (1) 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREW AS FOR IMPACT RESISTANCE, SHOWN AND USE (1) 1/4-14x7/8' SELF BOTTOM BRACKET MUST BE DRAWING CRIMPTITE SCREW ACROSS THE SCREWED TO THE BOTTOM •• BOTTOM OF THE BOTTOM U-BAR AT U- BAR WITH EACH PRE -PUNCHED HOLE AT EVERY 2) 1/4-14x7/8' SELF DETAIL D HINGE LOCATION. USE (1) 1/4-2Ox5/8' RIWNG CRIMPTITE SCREWS. CRIMPTITE SCREW AT ALL OTHER SEE IMPACT BOTTOM BRACKET PRE -PUNCHED HOLE LOCATIONS DETAIL THIS SHEET. 8x3/ 4' MIN STAINLESS SCREWS WITH STAINLESS BACKED RUBBER WASHERS 3- 1/2' C.C. MAX---X-' 1 / 6' BEAD GE ULTRAG. AZE I SSG4000AC STRUCTURAL SEALANT OR FACER JORN E. SCALES PE NON-STRUCTURAL 3121 FNROAIE OR DECORATIVE INNER CARROLLTON. TX 75007 WINDOW TRIM - FL PE 31737 TX PE 36308/F2203 PROKESSXNAL ENGINEERS SEAL PRONGED ONLY FOR VERIFICATION OF VANOLOAD CONSTRUCTION DETAILS DETAIL E USED ONLY ON IMPACT GLAZED SECTION - 11 GA REINFORCEMENT BRACKET ATTACHE WITH ( 4) 1/4-14x7/8' SELF ORILUNC p ; CRDAIPTITE SCREWS (2 8 THROUGH BOTH BRACKET AND U-BAR) DETAIL G 1) 1/4-140/8' SELF DRAWING CRIMPTITE SCREW AT CENTER LINE CF DOOR THRU J- STRUT k CPERATCR BRACKET. NOTE, J-STRUT R SCREW ONLY REQUIRE ON LONG PANEL AND IMPACT GLAZED ATTACH BOTTOM BRACKET TO BOTTOM U-BAR WITH (2) 1/{- 1{x7/8' SELF DRILLING CRIMPTITE SCREWS IMPACT BOTTOM BRACKET s) SEcnON DOORS WITH ( 6) 3'. 18 CA. 80 KSI U-BARS LOCATED OVER INTEGRAL RIBS AS SHOWN 4) SECTION DOORS WITH ( 5) 3% 18 CA, 80 KSI U-BARS LOCATE OVER INTEGRAL RIBS AS SHOWN — DETAIL F UU- B A A MNO 1. ALL U-BARS SHALL BE PLACE OVER INTEGRAL RIBS AND ATTACHE THRU PRE -PUNCHED HOLES WITH (2) 1/4-14x5/8' CRIMPTITE SCREWS AT EACH INTERMEDIATE HINGE LOCATION, (2) 1/ 4-14x7/8' SELF OMUUMC CRIMPTITE SCREWS AT EACH END CAP ( EXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE DETAIL B AND 0 THIS SHEETS (2) 1 4-14x5/8' CRIMPTITE SCREWS APPROXIMATELY MIDWAY BENEEN END OF DOOR AND INTERMEDIATE HINGE LOCATION. AND (1) 1/4-144/8' CRIMPTITE SCREW APPROXIMATELY 8' FROM EACH END. FOR DOOR WIDTHS GREATER THAN 12'-0'. THERE SHALL BE A TOTAL OF (20) SCREWS ATTACINC EACH U-BAR EXCEPT BOTH U- BARS ON BOTTOM SECTION SHALL HAVE A TOTAL OF (18) SCREWS EACH. FOR DOOR WIDTHS LESS THAN OR EQUAL TO 12'- O', THERE SHALL BE A TOTAL OF (16) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION nrn., e.n SHALL HAVE A TOTAL OF (14) SCREWS EACH. 1G1 ^'^ M" 1R0• 2. WITH THE EXCEPTION OF THE (8) PRE -PUNCHED HOLES IN POLYCARBONATE THE TOP OF EACH ENO USE FOR ATTACHMENT OF THE ROLLER SIDES AND THE (6) PRE -PUNCHED HOLES IN THE BOTTOM OF EACH END USED FOR THE ATTACHMENT OF THE TOP FIXTURE I, AND UNLESS NOTED OTHERWISE ON THIS SPECIFICATION DRAWING, ALL PRE -PUNCHED HOES IN ALL U-8ARS SHALL BE V ATTACKED TO THE ODOR WITH 1/4-14x5/W CRIMPTITE SCREWS. J 1 18 CA U-BARS SHALL BE STAMPED '48' APPROXIMATELY 8' FROM EACH END. STATIC PRESSURE RATINGS APPROVED SIZES S( wade® DESIGN (PSF): +25.90/-28 80 MAX WOTH• 16• TEST ( PSF): +38.85/-43.20 MAX HEIGHT: 8'-9' OF Dalton IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21' GF OV190N OF OVERHEAD ODOR C—ORFMODELS 5120/6100/9100 RIVE IPENSACOLA. FLOORRIDA 32514 WINDLOAD SPECIFICATION OPTION CODE 0230 REVISIONS P4 CHANCES TO GENERAL FORMAT AND CHANGED U- BAR FASTENER TYPE AT END CAPS AND BOTTOM RETAINER. CHARGED CENTER HINGE GAUGE AND ADDEO LOUVER OPTION. CHANGED STRUT IDENTIFICATION METHOD FROM COLORED PAINT TO PS ADDEO SUPERIMPOSED DESIGN PRESSURE LOADS ON SUPPORTING STRUCTURE AND CLARIFIED NUMBER OF FASTENERS AND CENTER HINGES REOUIRED FOR NARROWER DOOR WIDTHS. MR8 5/10/06 P6 ADDED IMPACT RESISTANCE TO DOOR, ADDED MODEL 6100. IAODIFIE NOTE a TO STATE THAT LOUVERS ARE NOT IMPACT RESISTANT. CRT 6/6/07 P7 MODIFED JAMB BRACKET SCHEDULE FOR FAT OPTION ADDED LHR TRACK DETAIL SHEET 2. CRT 4/17/08 ADDED IMPACT NSTANT GLAZING. IE TEXAS LICENSE ABER TO TITLE BLOCK WCED LOUVER NOTE REASEO MAX HEIGHT 8'- 9'. ADDED HIGH AND ROOF PITCH CK NOTE. 7/ 27/08 UPDATED TITLE BLOCK 8/ 26/10 ADDED LONG PANEL 2ING OPTION 3/ 15/11 N. T.S. SIZE- A DATE NAME 1 3/8/06 CRT EO 4/6/06 1 MR8 SHEET 2 OF 2 DRAWING PART NO. I REV mu Km 0 PLICE PLATE LOCATION SEE SCHEDULE 14" MAX i 12" MAX 12" MAX CLIP DETAIL I 12" MAX LIP LOCATIONS MAX SEE SCHEDULE 12" MAX TRACK T CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. JOHN L SCATE% PE 3121 FURGATE DR. GARROLLTON. TX 75007 fL PE 51737 TX PE 50300/F2203 PROFESSIONAL ENGINEER'S SEAL PROVIDED ONLY FOR VER01CA00R OF VANDLOAO CONSTRUCTION DETAILS. 13 GA MIN CONTINUOI WALL ANG 11 GA MIN CLIP SEE SCHEDULE 13 GA MIN CONTINUOUS WALL ANGLE 2) 1/4" X 7/16 SEMI TUBULAR RIVITS 11 GA MIN CLIP SEE SCHEDULE- m 13 GA MIN CONTINUOUS WALL ANGLE CK 1/4"-20 TRACK CARRIAGE BOLT H 1/4"-20 NUT TYPICAL CUP BOLTING DETAIL TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP RIVETING DETAIL 11 GA MIN CLIP SEE SCHEDULE 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TRACK TYPICAL CLIP WELDING DETAIL 18'-0" 46.0 PSF/-52.0 PSF 16'-0" 46.0 PSF/-52.0 PSF wagnc® REVISIONS INCH K-CLIPS-TEXAS ANGLE 12 FOOT ITED 6/11/03 iPDATED FORMAT. EASED ALLOWABLE SURES TO 00/-52.00 PSF FOR DOOR WIDTHS. ICED 'TEXAS WALL E• TD 'CONTINUOUS ANGLE'. ADDED JRATE MOUNTING 1L. CHANGED TO I HD ANCHORS 4/2/07 16D24 WITH OVERLAY TRACK CUP iEDULE. 6/21, 0, UPDATED MODELS ED IN CHARTS iATED SPLICE k CUP iPDATED CHARTS TO NATE THE USE OF AB CUP (REPLACED 9 ACROSS THE t0) 10/24/07 EXPANDED 1-1/2- TO B' DOOR THICKNESS AT UP TO 14' HIGH. 17/11/08 UPDATED TITLE CK 6/2/10 DRAWN SHEET 1 OF 2 DRAWING PART NO. I REV. 307494 P10 2 3/4" t1" EDGE DIST E60XX MIN 1 8 2-2, 1/8 V 2-24 MIN 3/16" THICK STEEL FOR MOUNTIN 5/16" x 1-5/ T WALL ANGLE LAG SCREW O EQUIVALENT I MIN 2 x 6 NOTRACK CLI SPF (G=0.42)_.- BETTER AT EA1/4-20x9/16" HOLE OR PAIRTRACK BOLT ANDHOLELOCATIO1/4-20 HEX NUT MOUNTING TO WOOD JAMB DETAIL MOUNTING TO STEEL DETAIL 2 3/4" OPTIONAL: WALL ANGLE MAY BE MIN EDGE DIST ATTACHED TO SUPPORTING STEEL q WITH MIN. (1) 1/4-200/8" SELF DRILLING SCREW WITH 1" O.D. e , WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDINI o e 4 CONCRETE MOUNTING DETAIL JOHN C. SCATES. PE 3121 FAIRGATE DR. CARROLLTON, TX 75007 FL PE 51757 TX PE 56M/i22D3 PROFESSIONAL E11C11EEIFS YAL PROVIDED ONLY FOR VERFICAMON OF "INDLOAD CONSTRUCTION DETAILS. 3/8" SIMPSON TITEN HD, 2-3/4" MIN EMBED INTO MIN 2000 PSI CONCRETE AT EACH HOLE OR PAIR OF HOLE LOCATIONS WALL ANGLE 1 /4- 2Ox9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP CLIP AND SPLICE PLATE SCHEDULE MODELS 8024 8124 WITH DECATRIM OVERLAY 2-1 2 THICK DOORHEIGH CLIP #'S FROM BOTTOM TO TOP SPLICE # 7'-0' 7, 9. 9, 9. 9, 11 16 8'- 0' 7, 9. 9, 9, 9, 11, 11 16 9'- 0" 7, 9. 9, 9, 9, 11, 11, 11 18 10'- 0" 7, 9, 9, 9, 9, 11, 11, 11, 13 18 11'-0" 7, 9. 9, 9, 9, 11, 11, 11, 13, 13 20 12'-0" 7. 9. 9. 9. 9. 11, 11, 11. 13, 13. 13 20 13'- 0" 7, 9. 9, 9, 9, 11, 11, 11, 13, 13. 13, 13 22 14'- 0" 7, 9, 9, 9, 9, 11, 11, 11, 13, 13, 13, 13 22:] MODELS 5200 8000 8024 8100 8124 8500 2 THICK DOORHEIGH CLIP #'S FROM BOTTOM TO TOP PLATE # 7'-0" 5, 6, 6, 7, 7, 9 12 8'-0" 5, 6. 6, 7, 7, 9, 9 12 9'-0* 5, 6, 6, 7, 7, 9, 9, 9 14 10'-O" 5, 6, 6, 7, 7, 9, 9, 9, 11 14 11'-0" 5, 6, 6, 7, 7, 9, 9, 9, 11, 11 16 12'-0" 5, 6. 6, 7. 7, 9, 9. 9, 11, 11. 11 16 13'-0" 5. 6. 6. 7. 7. 9, 9. 9. 11. 11. 11, 13 18 14'- 0" 5, 6. 6, 7, 7, 9, 9, 9, 11, 11. 11, 13. 13 18 MODELS 6100 8300 8700 (1-3/8" TO 1-5 8 THICK DOORHEIGH CLIP #'S FROM BOTTOM TO TOP SLATE # 7'-0" 4, 4, 4, 4, 5, 6 8 8'-0" 4, 4, 4, 4, 5, 6, 6 8 9'-0" 4, 4, 4, 4, 5, 6, 6, 7 8 10'-0" 4, 4, 4, 4, 5, 6, 6, 7, 7 8 11'-0" 4. 4, 4, 4, 5, 6, 6, 7, 7, 9 10 12' - 0 " 4, 4, 4. 4, 5, 6. 6, 7, 7, 9, 9 10 13'-ON 4, 4, 4, 4, 5, 6. 6. 7. 7, 9, 9, 9 12 14--0" 4, 4, 4, 4, 5, 6, 6, 7, 7, 9, 9, 9, 9 12 MODELS 9100 9400 9600 9700 9800 1 THICK DOOR CLIP #'S FROM BOTTOM TO TOP SPLICEHEIGHPLATE # 7'-0" 4, 4. 4, 4, 4, 4 6 8'-0" 4. 4, 4, 4, 4, 4, 4 6 9'-0" 4, 4. 4, 4, 4, 4, 4, 4 6 10'-0" 4. 4. 4, 4, 4, 4, 4. 4, 4 6 REVISIONS 22 INCH tACK-CUPS-TEXAS ALL ANGLE 12 FOOT DATED 1 'J 6/11/03 S UPDATED FORMAT. CREASED ALLOWABLE RESSURES TO 46.00/-52.00 PSF FOR L DOOR WIDTHS. HANGED TEXAS WALL NGLE* TO 'CONTINUOUS ALL ANGLE'. ADDED JBSTRATE MOUNTING TAIL CHANGED TO TEN HD ANCHORS IT 4/2/07 1 CHANGED FORMAT DED MODELS 9800 6024 WITH OVERLAY TRACK CUP HEDULE. IT 8/21/07 9/06/07 10/05/07 UPDATED CHARTS TO IINATE THE USE OF 1I9 ACR( REPLACEDPEDACROSS THE AD). 10/ 24/07 UPDATED STEEL INTING DETAIL 1 04/11/08 EXPANDED 1-1/2' TO 8' DOOR THICKNESS AT UP TO 14' HIGH. 12/ 11/08 ADDED MODEL 8700 HATED TITLE BLOCK 6/ 2/10 Wa c® DATE NAME Baftn DRAWN 1 8/21/07 CRT CHECKED 8/21/07 1 MR8 SHEET 2 OF 2 3395 ADDISON DRIVE PEN ACOLA474 FLORIDA32514DRAWING PART NO. 307494 I REV. P 1 o TRACKSUPPLEMENTCHART Florida Building Code Online Page 1 of 2 Business Professional Regulation.. ra eW F "ftinix(d eas Home I Lop In i User Registration I Mot Topics SuW* Surcharge Stats B Facts ( Publkations I FBC Stiff SCIIS Site Map Unks Search i Busines Professi naal Product Regulation Product or Aoolicatlon Search AoolicatIon list > Application Dated FL # FL19715 Application Type New Code Version 2014 Application Status Applied For Comments Archived 0- Product Manufacturer Silverline Building Products Corp. Address/Phone/Emall One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext4644 Jonberrlan®slbp.com Authorized Signature Jon Berrlan Jonberrian®slbp.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Usting Certification Agency Window and Door Manufacturers Association Validated By Window and Door Manufacturers Association Referenced Standard and Year (of Standard) Standard AAMA/WDMA/CSA 101/1.S.2/A440 AAMA/WDMA/CSA 101/l.S.2/A440 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 02/16/2016 Date Validated Summary of Products FL # Model, Number or Name Description Year 2011 2008 http://www. floridabuilding.org/pr/pr_app_dtl.aspx?parani=wGEVXQwtDgtvA%2bxmzk l ... 2/ 19/2016 Florida Building Code Online Page 2 of 2 19715.1 1 Series 2900/4900 Extruded Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVH2: No EL19715 RO C CAC 2-4-16 CCL-Jst.odf Approved for use outside HVH2: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/16/2016 Design Pressure- N/A Installation Instructions Other: See Installation Instructions, SWD002, and Product FL19715 RO 11 SWD002 SS 2016.02-03.odf Evaluation Report, PER3947, for design pressures and Ver[Aed By: Hermes F. Norero, P.E. Florida P.E. 73778 Installation requirements. Created by Independent Third Party: Yes Evaluation Reports FL19715 RO AE PER3947 SS 2016-02-12.odf Created by Independent Third Party: Yes Sack NmR Contact us:: 1940 MOM Monroe Street_ Tallahassee FL 32399 Phone: aS0-4a7•1924 The Sate of Florida Is an AA/EEO employer, Capyriaht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement:: Rebmd Statement Under Florida law, email addresses are public records. It you do not want your e4rell address rebated In Msponse to a publlo-reaords request, do not send electronic mall to this entity. instead, eonOQ the once by Phone er try traditional man. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275(1), R orlda Smtute., effective October 1, 2012, licensees licensed under popper 455, F.S. must provide the Oapertna with an emall address It they have one. The emrails provided may be used for offldal 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 arc a licensee under Chapter 4SS, F.S., please dkkh=. Product Approval Accepts: 0®99 M Cris SAriEi._ http://www.floridabuilding.orglpr/pr app_dtl.aspx?param=wGEVXQwtDgtvA%2bxmzkl... 2/19/2016 XNSTALLATIO14 NOTES: L ONE (L) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SM USTEO. 3. INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF I:I/2 IN04 THE DEPICTED LOCATION 6 SPACING IN THE ANCHOR LAYOUT DETAILS I.E, Wm10UT CONSIOCRATION OF TOLERANCES). TOLERANCE ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE HEXr. SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SNIM(S). MA70MUM ALLOWASUE SHIM STACK TO BE US INCH. SHIM WHERE GENERAL NOTES. SPACE OF 2/16 INCH ORGREATEROCCURS. SHIMS) SHALLSE CONSTRUCTED OF HIGH DENSITY PLASM OR BETTER. L THE PRODUCT SHOWN HERON IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE STH EOmON S. FIN UOTAUATION: FOR INSTALLATION INTO WOOD FRAMING USE RB WOOD 2014) FLORIDA BUILDING CODE (F8Q, EXCLUDING HVHZ SCREWS OR It GAUGE ROOFING NAILS OR 10d COMMON NAILS 00SUFFIC1ENr AND HAS BEEN EVALUATED ACCORDING TO THE LENGTH TO ACHIEVE 1• 2 INCH MINIMUM EMBEOMEW INTO WOOD FOLLOWING: SUBSTRATE INSTALLATION SHALL MAINTAIN MIN. 3/8' EDGE DISTANCE. AAMA/WOMA/CSA 101,4&2/A44OM/11 6. FIN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE AS SELF -TAPPING SCR OF SUFFICENf LENGTH TO ACHIEVE A lIMUM OF 3 THR S ENETRANBEYONo METAL WALL INSTALLATION SHALL MAINTAIN MIN. 3/6" EDGE DISTANCE. 7. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 210 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1.1121NCH MINIMUM EM FDMENT INTO WOOD SUBSTRATE. S. THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH LX BUCK TO CONCRETE/ MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/L6INCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/4 WCN MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN.1314- EDGE DISTANCE. S. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE 410 SELF•TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF N ON BEYOND METAL WALL 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL RNISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING. It. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. 2. ADEQUACY OF THE LASTING STRUCTURAL CONCRETE/ MASONRY, ZX FRAMINO, AND METAL FRAMING AS A MAIN WINO FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECTOF INSTALLATION. 3. IX AND IX BUCKS WHEN USED) SMALL BE DESIGNED AND ANCHORED AS SPECIFIED HEREIN. REFER TO SHEET FOR FURTHER DETAILS OF BUCK INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY Nor REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SM. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS OETAJIEO HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS OMMENT IN NON• NVHZ AREAS. IN KWC AREAS, ONE TIME PRODUCT APPROVAL TO BE OBTAINED FROM MIAMFOAOE RER OR AW. j S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL PVC IL FOR HOLLOW A, AND GROUT FILLLD BLOCK, 00 NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE OISTANCE IS MEASURED 7, IN ACCORDANCE WITH THE SM EDITION FB . WOOD FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF COMPONENTS SNAIL HAVE BEEN PRESERVATIVE TREATED SLOCC OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN CHAPTER 23. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR S. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SRALL NOT BE GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS, USEDINSUBSTRATESWITHSM94GTHSLESSTHANTHEMINIMUMSTRENGTHSPECIFIED BY THE ANCHOR MANUFACTURER 14. INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD- MINIMUM SPECIFIC GRAVITY OF O.SS. 6. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT-FOlEO CMLL UNIT STRENGTH CONFORMS TO ASTM CAO WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 200D PSL 0. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM CAO WITH MINIMUM COMPRESSIVE STRENGTH OF 200D PSI. E. STEEL -MINIMUM YIELD STRENGTH OF 33 KSL MINIMUM WALL THICKNESS OF 47.4 MIL (0.0476• or 16 GAUGE). MIN, IA' EDGE 06TANCE. F. ALUMINUM - MINIMUM ALLOY 6063-TS. MINIMUM WALL THICKNESS OF 1/ 1W. MIN. 1/2- EDGE DISTANCE. TABLE OF CONTENTS SHEET REVESION SHOT DESCRIPTION I ENSTAILITIGN 6 66MERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS 4 VERTICAL 6 HORIZONTAL SECTIONS MALL FIN) 5 VERTICAL 6 HORIZONTAL SECTIONS 0142OU6H FRAME) 6 HORIZONTAL SECTIONS, BUCK INSTALLATION, 6 GLA23NG DETALL MAX OVERALL SnM CONF[ G. OESUN PRESSURE MESSLLE IMPACTRATING WIDTHHEILHT36' 64' O/X 35 / -35 PSF NON IMPACT 36, 66' O/X 50 / .50 PSF NON IMPACT 3B' 74• O/% 50 / -50 PSF NON EMPACT 384 7T O/X 35 / -35 PSF NON IMPACT 44" 62' O/X 50 / -50 PSF NON IMPACT 4B' 72' O/% 35 / 45 PSF NON IMPACT 46' 84' OAI 20 / -20 PSF NON EWACT 52' 72' O/X 25 / -25 PSF NON IMPACT 36" 83.75• O/X (OAM) 35 / -35 PSF NON EAWACT 4W 96' O/X (ORIEL) 20 / •20 PSF NON IMPACT 72' 62• O/XO/X 35 / -35 PSF NON IMPACT 7T 84• O/XO/X 35 / .35 PSF NON LiAP,CT 76' 62• O/X-O/X 50 / -50 PSP NON LYPACT 76' 72' OMO/X 50 / -50 PSF NON EMPACT 16. 7T O/XO/X Z5 / -25 P5F NON EMPACT 80' 74• O/XO/X 35 / -35 PSF NON IMPACT 96" 74' O/X-0/X 30 / -30 PSF NON rMPACT 108' 62' O/X-O/X-O/X 50 / -50 PSF NON rMPACT 108' 72' O/X-O/X-O/X 50 / -50 PSF NON EAWACT 108" 64• O/X-O/X-O/X 25 145 PSF NON IMPACT Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document FL#: FL19715 Date: 2016.02.03 09.40,.44 -05'00' SherUne byAndersen Ieoers. eeaes PIE Saveft" OLK My" w tsw%mmosm N! M aI,.= V e) Z aTj emu LU Jn i oT9(C%m k InWSbM` 7 W mCZ 111 l'ij6 F C LIST O• ^ c$ 3 Z NL) SWD002 SHEET 1 OF b FINE MAX FRAME Silver Line WIDTH 4r WIDTH 48' trAider" 1 1 4 y w eevs.eases oE=V LLVE Cam Nem empaw=wom rW DSD QSIIOD F F F F s y y y qJ O, c 3 .. 4 o 3 c tZ+ n p v! ,n x a5 ,pMAXMAX y at=LL8 HEIGHT 9AA HEIGHT 96" 8. r a QUALIFIED CONFIGURATIONS W a ARCH TOP CONFIGURATIONS FOR ALL 2901-Ml m U, .c. X. RATINGS, SINGLE UNIT CONFIGURATIONS F- WF A D A D 4 y 1 5 Tm ELEVATION ELEVATION ZSINGLEHUNGWINDOW SINGLE HUNG ORIEL WINDOW O H o H MAX FRAME MAX FRAME v WIDTH 96, WIDTH LGD' LLI w 4 y QUALIFIED CONFIGURATIONS 4 y ARCH TOP CONFIGURATIONS FOR ALL ZMA902 RATINGS, TWIN UNIT CONFIGURATIONS F F C C y y •0, .O. .O. c1 c c D o 4 4 7 7 1 /4Q' ••• •• " g MAX FRAME • • ^ • HEIGHT 74• MAX FRAME F HEIGHT 04" . x. X' A o`er Z ' vZ49Ggay ELEVATION 4@ ELEVATION owG TWIN SINGLE HUNG WINDOW TRIPLE SINGLE HUNG WINDOW C W t)00 2 SHEET* 2 OF 6 2' MAX FROM — CORNERS Il' MAX. O.c. - II'MAX, O.C. 2' MAXFROM 41/2• MAX. CORNERS O.G. 41/2• O.C. 2' MAX. FROM COME" L 2FROMswiaANowFawulrncFROM ATNEAD. JAW.AMp>aL CORNERS ANCHOR LAYOUT NAIL FIN - SINGLE RUNG WINDOW 6' MAX. 24r MAX CORNERS O.C. 6' MAX. FROM CORNERS 20. O.C. L 6• MAX FROM CORNERSr I ANCHOR LAYOUT THROUGH FRAME - SINGLE HUNG WINDOW 16 lU 6' MA FROM CORNERS 1 u•.J L 41/2' MAX O.C. ANCHOR LAYOUT NAIL FIN - TWIN SINGLE HUNG WINDOW I'MAX _ 6, MAXFROM CORNERS O.C. I' MAX FROM CORNERS 6- MAX. O.C. ANCHOR LAYOUT NAIL RN - TRIPLE SINGLE HUNG WINDOW VMAX FROM 12• MAX 12 3 MAX CORNERS O.G O.C.O. F. EllI 16 U2• MAX O.C. ANCHOR STRAP 6' MAX P/N 50-2995-2 FROM SEE SHEET 5 FOR OETAUS CORNERS ANCHOR LAYOUT THROUGH FRAME -TWIN SINGLE HUNG WINDOW ANCHOR STRAP P/N 50-2995-2 SEE SHEET 5 FOR OETALL5 ANCHOR LAYOUT THROUGH FRAME- TRIPLE SINGLE HUNG WINDOW Silverline 6Andaw neeve. seees OBE smVem" w2ve MTN YIAENCCLmmu pmc,m 43s1000 a VIFO Ixx. O w7 85zmod CL z W W m o Z W < WoFFM6 0 m FTTT R isW, 70v0s vZ N6 tk. SWD002 EET: 3 OF 6 CONCRETE/MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY 6 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS SEE SHEET FOR CONNECTION DETAILS 8 WOOD SCREW INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS PERIMETER OA SEALANT UNIT BY OTHERS HEIGHT EXTERIOR SEE GLAaNG DETAIL, SHEET 6 1112• MIN, EMBEDMENT 3/8" MIN. r EDGE DIST. L 1/4" MAX. SHIM SPACE 1 } INTERIOR g VERTICAL SECTION q HEAD -2XWOOD BUCK NAIL FIN SEE GLAZ NG DETAIL. SHEET 6 EXTERIOR INTERIOR O.A. UNIT HEIGHT PERIMETER SEALANT 1 BY OTHERS 1/4" MAX EiERIORFINISH SHIM SPACE BY OTHERS 8 WOOD SCREW INSTALLATION ANCHOR 3/8" MIN. EDGE DIST. 2X W000 BUCK 8Y OTHERS SEE SHEET 6 FO CONNECTION DETAILS P•. a .•, a CAULK BETWEEN CONCRETE/ MASONRY CONCRETE/ MASONRY 6 2X 1, MIIJ. BY OTHERS WOOD BUCK BY OTHERS EMBEDMENT q VERTICAL SECTION q SILL - xx W000 SUCK NAIL FIN 1/ 4" MAX MIN. 3/8" EDGE DISTANCE SHIM SPACE SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS MIN. 3 THREADS SEE 6LA2]3N6 PENETRATION BEYOND DETAIL SIaEET 6 METAL STRUCTURE 8 OIL 5 SELF-TAPPDJ6 SCREW INTERIOR INSTALLATION ANCHOR METAL STUD BY OTHERS, SEE SHEET 1 INSTALLATION NOTE M EXTERIOR FINISH BY OTHERS EXTERIOR PERIMETER SEALANT BY OTHERS O. A. UNIT WIDTH HORIZONTAL SECTION q IAMB - METAL STUD NAIL FIN SilverUne 6I' Andemnr. eoers•eoeea of mVEnag aQM wam oaeurrcr,w anoe e1„ n• vm 8 d- O y x S aT 43 'ji Za Zmi O' w T 3 G j i + yCZ ^ aa a wo 0 f4 o LULu oc G Ga S = f ;5z o a x V) OF 6 10 WOOD SCREW INSTALLATION ANCHORCONCRETE/ MASONRY BY OTHERS CAULK BETWEEN ° CONCRETE/MASONRY- By OTHERS 3/4' MIN. EDGE OLSTANCE ZX WOOD BUCK/STUD BY OTHERS SEE SHEET 6 FOR 1/4" MAX CONNECTION DETAILS SHIM SPACE a ' SASH REINFORCING SEE SHEET 6 FOR REQUIREMENTS SEE 6LA2I1JG 11/2• MIIJ. DETAIL SHEET 6 EMBEDMENT INTERIOR PERIMETER SEALANT) _ f SHI MAX M SPACE BY orHERs i SHI 1 O.A. EXTERIOR ( / INTERIOR UNIT \ HEIGHT SEE GLAZING DETAIL, SHEET 6 VERTICAL SECTION 5 HEAD -2XWOOD BUCK THROUGH FRAME SEE GL423M DETAIL, SHEET 6 EXTERIOR O.A. UNIT HEIGHT 1 PERIMETER SEALANT BY OTHERS 5) #14 PANCAKE HEAD SCREWS FROM STRAP TO FRAME, HOLES PROVIDED TO ACCOMODATE 914 DTA. INTERIOR ANCHOR STRAP, AT TWIN A TRIPLE CONFIG. ONLY. SEE PLAN VIEW -ANCHOR STRAP 0.0620 V P/N 50-2 ; AN' DETAIL AT RIGHT FOR INSTALL REQ. r 1/4" MAXrISHIMSPACE EXTERIOR FINISH BY OTHERS 1 L4' M[N. e EMBEDMENT PRECAST SILL w n BY OTHERS 3/16' 1TW TAPCON 4 a '• : INSTALLATION ANCHOR.—'—'° 13/4' Mlle EDGE DISTANCE VERTICAL SECTION 5 SILL -CONCRETE/MASONRY THROUGHFRAME MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE MIR 1/2" EDGE DISTANCE 10 SR. 7 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL TUBE/STUD OR APPROVED MULLION BY OTHERS, SEE SHEET I INSTALLATION NOTE 14 EXTERIOR PERIMETER SEALANT BY OTHERS 0.Al UNIT WIDTH HORIZONTAL SECTION JAMB - METAL TUBE/STUD OR APPROVED MU WON THROUGH FRAME 4.0020 2)—r 6.0000 1 INSTALLATION ANCHORS FROM ANCHOR STRAP TO PLAN VIEW - ANCHOR STRAP (P/N 50-2995-2) OPENING, SEE ANCHOR REQUIREMENTS BELOW. ANCHOR STRAP ANCHORING REQUIREMENTS: A. FOR INSTALLATION TO CONCRETE/MASONRY. USE (4) 3/16' ITW TAPCONS PER STRAP, MIN.1-1/4- EMBEDMENT, MIN. 1-3/4- EDGE DISTANCE. B. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF -DRILLING SCREWS, 6R. 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN. 3/4' EDGE DISTANCE. C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP. MIN, 1412• EMBEDMENT, MIN,1' EDGE DISTANCE. SilverW6 kvAndemn w:eeews•eeee. Pr: aVuamc Can wanevwmsv=waat PH -CM 435-XW Q4 o ~ $ Ll J N V W m Z y W m 02 dam e I 0 V) Z 0 0 w w 1c v 1` T c 3:E _ z a VG m S`0002 IEET. 5 OF 6 INTERIOR EXTERIOR INTERIOR 0 SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF REQUIREMENTS REQUIREMENTS VERTICAL SECTION jf\ HORIZONTAL SECTION 6 MEETNGSTIU 6 INTERMEDIATE FRAMEMUWON I- ALUMINUM SASH REINFORCING IS REQUIRED FOR THE FOLLOWING SIZE/RATINGS: 48 X 72, (O/X), DESIGN PRESSURE •/- 35 PSF 36 X 84, (O/X ), DESIGN PRESSURE ./- 35 PSF 38 X 74, (O/X), DESIGN PRESSURE •/- 50 PSF 38 X 77, (OM, DESIGN PRESSURE •/- 35 PSF 72 X 84, (O/X-O/X), DESIGN PRESSURE •/- 35 PSF 76 X 72, (O/X-O/X), DESIGN PRESSURE •/- 50 PSF 108 X 62, (0/X-O/X-O/X ), DESIGN PRESSURE -/-50 PSF 108 X 72, (O/X-O/X-O/X), DESIGN PRESSURE •/-50 PSF C- STEEL INTERMEDIATE FRAME'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOWI46 SIZE/RATINGS: 76 X 62, (O/X-O/X), DESIGN PRESSURE */- 35 PSF 0 - STEEL INTERMEDIATE FRAME'SMALL' REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATING5: 76 5(62, (0/X-O/X), DESIGN PRESSURE •/- 35 PSF SilverUne NOTE: by'Andersen ALLGLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS LOAD RESISTANCE. i e o e v s• o so s o mverrrt waiN wmnna Kiw aevo: M 0TZ)4 =D 5/8' O.A. I.6 GLASS N Zp h g N EiOZCpCNS O LL EXTERIOR INTERIOR 4bwo u09 U MIN. GLASS uZ m *L C m m c" a BITE 1/2" p m a_ 1/81 SETTING BLOCK W N O_ f W Q x 0. i n GLAMNG DETAIL 1 c` NOTE: H o 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN P MIN. CENTER TO CENTER H w SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED IS NOT EXCEEDED. LLJ 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK o 1/4" ITW TAPCON ANCHOR 4• FROM CORNERS 16" MAX O.C. THEREAFTER 2X WOOD BUCK OF SUFFICIENT Z DEPTH TO FULLY SUPPORT ` By OTHERS ME. 0 , W4' MIN _ O ' At ...,, EMBEDMENT 11/2" MIN. EDGE = C DISTANCE r MIN. EDGE Ld '• DISTANCE CONCRETE/MASONRY BY OTHERS •,i ti * ` a T BUCK INSTALLATION DETAIL $ f z h SHEET. 6 OF M WINDOW 8 DOOR MANUFACTURERS ASSOCIATION IEWDMAConformance Hallmark® Certificate of and License CCL Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 AMs, INC. Adminisaarivrhfaoagemrnr Syncml, Inc. Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-023.09 2800/2803-2804 3 Panel Horizontal Slider 101/I.S.21A440-11 Class R-PG30; Size Tested 2286mm 1219mm E7251.01-109.47 5/21/2015 5/26/2025 2286mm x 1219mm (90 x 48)' Type-HS; DP +30/-30 psf; Water Test Press 220Pa 4.59psf) 440-H-025.36 2900/4900/ 70 Series 101/I.S.21A440-08 Class R-PG35: Size tested 914mm 2127mm B9241.01-109.47 7/17/2012 3/8/2017 9142127mm (36x84in}H 440-H-025.38 2900/4900 70 Series ASTM E-1996-05 / Wind Zone 3, Missile level D, 914mm 1930mm NCTL-110-15665-2 6r7/2013 12/19/2016 ASTM E-1886-05 Cycle Pressure = +/-50 psi 440-H-025.39 2900/4900 70 Series 101/I.S.21A440-08 Class R-PG50; Size tested 1219mm 1676mm NCTL-110-15664-1 5/222013 4/32017 1219x1676 mm (48x66 in}H 440-H-025.40 2900/4900 70 Series 101/I.S.21A440-08 Class R-PG50; Size tested 914mm 1930mm NCTL-110-15665-1 5/242013 4/3/2017 9141930 mm (36x76 in}H 440-H-025.41 2900/4900 Impact 70 Series ASTM E-1996-05 / Wind Zone 3, Missile Level D, 1219mm 1676mm NCTL-110-15664-2 6/72013 1220/2016 ASTM E-1886-05 Cycle Pressure = +/-50psf 440-H-025.42 2901/4901 101/I.S.2/A440-08 Class LC-PG25; Size tested 1118mm 1905mm C7074.01 7/12013 5/12017 1118x1905mm (44x75in)-Type H; Positive Design Pressure DP) = 1200Pa (25psf); Negative Design Pressure DP) = 1200Pa (25psf); Water Penetration Resistance Test Pressure = 180Pa (3.76psf) 440 H-025.43; 2901/4901 101/I.S.2/A440-08 Class.LC-PG50;, Size tested 965mm 1676mm C7074.01 7/12013 5/12017 965x1676inm' (38x66in'}Type H; Positive.Design Pressure DP) = 2400Pa (50ps1); Negative Design Pressure DP) = 2400Pa (50psf); Water Penetration Resistance Test Pressure = 360Pa (7.52psf), WD-2010114109 Friday, May 13, 2016 Page 7 WINDOW 8 DOOR MANUFACTURERS ASSOCIATION Hallmark® Certificate of AMs, INC. IEWDMA Conformance and License CCL lit Aaminisuaci,YMaoagemrnr syucm,.loc. Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-025.44 2901/4901 101/I.S.2/A440-08 Class LC-PG50; Size tested 1118mm 1575mm C7074.01 7/12013 5/1/2017 1118x1575mm' (44x62in')- Type H; Positive Design Pressure (DP) = 2400Pa 50psf); Negative Design Pressure (DP) = 2400Pa 50psO: Water Penetration Resistance Test Pressure = 360Pa (7.52psf) 440-H-025.45 2901 101/I.S.2/A440-08 Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-1 7/1/2013 1/2017 10160829mmm (40x72in) - Type H; DP = 2400Pa (50psf); DP =-2400Pa (-50psf); Water Penetration Resistance Test Pressure 360Pa (7.50psf) 440-H-025.46 2901 101/I.S.2/A440-08 Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-1 7/12013 5/1/2017 1016x1829mmm (40x72in) - Type H; DP = 2400Pa (50psf); DP =-2400Pa (-50pso 440-H-025.47 2900impact ASTM E-1996 12/ASTM Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-2 7112013 5/1)2017 E-1886-05 1016x1829mmm (40x72in) - Type H; DP = 2400Pa (50psf); DP =-2400Pa (-50psf) 440-H-025.49 2900/4900 101/I.S.2/A440-08 Class R-PG35: Size tested 1219mm 1829mm C9979.01-109-47 9/242013 7/22/2017 1219x1829mm (48x72in)-H; DP+30/-30; Water Pen. Rsist. Test Pressure = 360Pa 7.52psf) 440-H-025.50 2901/4901 101/I.S.2/A440-08 Class LC-PG50: Size Tested 965mm 1880mm D7075.01-109-47 1/142014 2/24/2017 965mm x 1880mm' (38 x 74in') Type-H; DP +50/-50 psf.' Water Test Press 360Pa 7.52psf) 440-H-025.52 2901/4901 Impact TAS 201/202/203-94 DP & Cyde Pressure +50/-50 52in 731n NCTL-110-16675-1 3/52014 2/202018 psf 440-1-1-025.53 2901/4901 Impact TAS 201/2021203-94 DP & Cyde Pressure +50/-50 38in 62in NCTL-110-16675-1 3152014 2/202018 psf 440-H-025.55 2901/4901 Impact 101/I.S.2/A440-11 Class R-PG50; Size Tested 1321mm 1854mm NCTL-110-16675-3 3/Sf2014 12/12/2017 1321 x 1854mm (-52 x 73 in.) Type-H WD-20 10114109 Friday, May 13, 2016 Page 8 WINDOW R DOOR , MMIUFACTURERSASSOCIATION Hallmark® Certificate of f AMs, W. 1 Adminisnathv Managtmcnt L---;WDMA Conformance and License (CCL) systnns,t. litSilverLineBuildingProductsMfrID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-025.57 2901/4901 Impact 101/I.S.2/A440-11 Class R-PG50; Size Tested 965mm 1575mm NCTL-110-16675-3 31&2014 12/12/2017 965 x 1575mm (-38 x 62 in.)' Type-H 440-H-025.59 2901/4901 Impact ASTM E-1996 12/ASTM DP+50/-50 psf, Missile D, 1321mm 1854mm NCTL-110-16675-2 31&2014 2/20/2018 E-1886-05 Wind Zone 4 440-H-025.60 2901/4901 Impact ASTM E-1996 121ASTM DP +50/-50 psf, Missile D, 965mm 1575mm NCTL-110-16675-2 3/5/2014 2/20/2018 E-1886.05 Wind Zone 4 440-H-025.61 2900-4900 Series/29014901 Single Hung Window 101/I.S.2/A440-11 Class R-PG20: Size Tested 1219mm 2134mm D9957.01-109-47 10/9/2014 8/6J2018 1219mm x 2134mm (48 x 84) Type-H; DP +20/-20 psf; Water' Test Press 150Pa (3.13psQ 440-H-025.62' 29004900 Series/29014901 Single Hung Window 101/I.S.2/A440-11 Class R-PG25; Size Tested 1321mm 1829mm D9957.01-10947 10/9/2014 8/62018 1321 mm x 1829mm (52 x 72) Type-H; DP +25/-25 psf; Water Test Press 180Pa (3.76psQ 440-H-025.63 2900.4900 Series29014901 Single Hung Window 101/I.S.2/A440-11 Class LC-PG30; Size Tested 1219mm 1956mm D9359.01-10947 1/28/2015 712/2024 1219mm x 1956mm (48 x 77) Type-H; DP +30/-30 psf; Water Test Press 260Pa (5.43psQ 440-H-025.64 2900-4900 Series29014901 Single Hung Window 101/I.S.2/A440-11 Class LC-PG35; Size Tested 1219mm 1829mm D9964.01-109.47 1/29/2015 8/42024 1219mm x 1829mm (48 x 72) " Type-H; DP +35/-35 psf; Water Test Press 260Pa (5.43psQ 440-H-025.65 2900-4900 Series29014901 Single Hung Window 101/I.S.2/A440-11 Class LC-PG35; Size Tested 965mm 1956mm D9964.01-109-47 1/292015 8/42024 965mm x 1956mm (38 x 77) Type-H; DP +35/-35 psf; Water Test Press 260Pa (5.43psQ 440-H-025.66 29004900 Series2901/4901 Oriel Single Hung 101/I.S.2/A440-11 Class R-PG20; Size Tested 1219mm 2438mm E5610.01 3/162015 4/13/2025 1219mm x 2438mm (48 x 96) Type-H; DP +20/-20 psf; Water Test Press 150Pa (3.13psQ 440-H-025.67 29004900 Series/2901/4901 Single Hung 101/I.S.2/A440-11 Class R-PG50; Size Tested 965mm 1676mm E5611.01-109-47 3/162015 7/22024 965mm x 1676mm (38 x 66)' Type-H; DP +50/-50 psi, Water Test Press 360Pa (7.52psQ 440•H-025.68 29004900 Series29014901 Single Hung 101/I.S.2/A440.11 Class LC-PG50; Size Tested 965mm 1880mm E5612.01-109-47 6/12015 9/82025 965mm x 1880mm '(38 x 74) Type-H; DP +50/-50 psi; Water' Test Press 360Pa (7.52psQ WD-20 10114109 Friday, May 13, 2016 Page 9 I ---I WINDOW R DOOR L_— MANUFACTURERSASSOCIATION Hallmark® Certificate of 1 1_'L`WDMA Conformance and License (CCL) > Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 SAdminisamii e,NA1mosCemrnt Systems,lrx. Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-025.69 2900-4900 Sedes/2901-4901 Single Hung 101/I.S.2/A440-11 Class LC-PG50; Size Tested 965mm 1676mm E5611.01-109-47-rl 8/21/2015 2/25/2025 965mm x 1676mm (38 x 66)' Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psQ 440-H-025.70 29004900/29014901 Single Hung 101/I.S.2/A440-11 Class LC-PG50; Size Tested 1118mm 1575mm E9219.01-109-47' 1/15/2016 2/8/2026 1118mm x 1575mm (44 x 62)' Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psQ 440-H-027.19 2907TW/4907TW 101/I.S.2/A440-08 Class R-PG15; Size tested 2032mm 2134mm C1050.01-109-47 12/28/2012 8/9/2016 2032x2134mm (80x84 in}H 440-H-027.20 2907TW/4907TW 101/I.S.2/A440-08 Class R-PG15; Size tested 2286mm 1880mm C4709.01-10947 1/31/2013 12/13/2016 2286x1880 mm(90x74 in)-H 440-H-027.21 2900/4900 101/I.S.2/A440-08 Class R-PG35; Size tested 1829mm 2134mm C9952.01-109-47 9/24/2013 7/24/2017 1829x2134mm' (72x84in')-H; DP+35/-35; Water Pen. Resist. Test Pressure = 260Pa 5.43psQ 440-H-027.22 2902/4902 101/I.S.2/A440-08 Class R-PG50; Size tested 1994mm 1524mm C7070.01-109-47 9/24/2013 7/22/2017 1994x1524mm' (79x60in')-H; DP+50/-50; Water Pen. Rsist. Test Pressure = 360Pa 7.52psQ 440-H-027.23 2902/4902 Twin Single Hung Window 101/I.S.2/A440-11 Class R-PG35; Size Tested 2032mm, 1880mm C0328.01-109-47 2/5/2014 9/19/2017 2032mm x 1880mm (80x74in) Type-H; DP +35/-35 psf; Water Test Press 260Pa (5.43psQ 440-H-027.24 2902/4902 Twin Single Hung Window 101/I.S.2/A440-11 Class R-PG50; Size Tested 1918mm 1575mm C0328.01-109-47 215 2014 9/19/2017 1918mm x 1575mm (76x62in) Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psQ 440-H-027.25 2902/4902 Twin Single Hung Window 101/I.S.2/A440-08' Class R-PG30: Size Tested 2426mm, 1880 mm, C0375.01-109-07 3/5/2014 1118/2017 2426 x 1880 mm (-96 x 74 in.) Type-H 440-H-027.26 2902/4902 Twin Single Hung Window 101/I.S.2/A440-11 Class R-PG35; Size Tested 1829 mm 1575 mm D9358.01-109-47 1/27/2015 8/6/2024 1829 mm x 1575 mm (72 x 62) Type-H; DP +35/-35 psf, Water Test Press 260Pa 5.43psQ, WD-20 10114109 Friday, May 13, 2016 Page 10 WINDOW 8 DOOR MANUFACTURERS ASSOCIATION Hallmark® Certificate of AMS, INC. Systems, Im. IOWDMAConformance and License CCL Ad°I°`z°et``Y'"'°°s`M"" Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name Standard Rating Wide High. Test Report # CertDate ExpDate 440-H-027.27 29004900129024902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG15; Size Tested 2426mm 1880mm E7252.01-109-47 5/12/2015 5/27/2025 2426mm x 1880mm (96 x 74) Type-H; DP +15/-15 psf; Water Test Press 180Pa (3.76psQ 440-H-027.28 29004900129024902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG25; Size Tested 2032mm 1880mm E7252.01-109-47 5/12/2015 5/27/2025 2032mm x 1880mm (80 x 74)' Type-H; DP +25/-25 psl; Water Test Press 180Pa (3.76psQ 440-H-027.29 2900.4960 Series/29024902 Twin Single Hung. 101/I:S.2/A440-11' Class R=PG25;; Size Tested 1918mm 1956mm 'E7244.01-10947 816/2015. 9/8/2025 19,18mm x 1456mm (76 x 77)•' TypetH DP'+25/-25 psf; Water T'4"Press 180Pa (3.76psQ 440-H-027.30 29004900 Series/29024902 Twin Single Hung 101/1.S.21A440-11 Class R-PG15; Size Tested 2184mm 2134mm E9218.01-109-47 12/29/2015 3/27/2026 2184mm x 2134mm (86 x 84) Type-H; DP +15/-15 psf; Water Test Press 360Pa (7.52psQ 440-H-027.31 29004900129024402 Twin SH 101/I.S.21A440-11 Class-R-PG50; Size Tested 1918mm 1829mm ' E9220.01-109-47 1/15/2016 1/27/2026 1918fnm x 1829mm. (76 x 72)• Type-H; DP +50/=50spsf; Water - Test Press-360Pa (7.52psQ 440-H-027.32 29004900/29024902 Twin SH (Finless) 101/I.S.21A440-11 Class R-PG50; Size Tested 1918mm 1575mm F2423.01-109-47 1/15/2016 10/2212025 1918mm x 1575mm (76 x 62)• Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psQ 440-H-027.33 29004900129024902 Twin SH (Finless) 101/I.S.2/A440-11 Class R-PG30; Size Tested 2426mm 1880mm F2252.01-10947 2119/2016 10/21/2025 2426mm x 1880mm (96 x 74) Type-H; DP +30/-30 psl; Water Test Press 220Pa (4.59psQ 44aM-028.14 2903/4903170 Series, 101/I.S.2/A440-08 Class,R-PG50;Size tested 2737mm 1575mm B643001 4/5/2012 12/16/2016 2737xl57.5mm (108x62in}H 440-H-028.15 2900/4900170 Series 101/I.S.2/A440-08 Class R-PG15; Size tested 2718mm 2134mm C4710.01-109-47 2/19/2013 1/17/2017 2718x2134mm (107x84in}H 440-H-028.16 2900/4900170 Series 101/1.S.21A440-08 Class R-PG30; Size tested 2718mm 1575mm C4710.01-109.47 2/19/2013 1/17/2017 2718x1575mm•(107x62in'-H 440-H-028.18 2903/4903 Series 101/I.S.21A440-11 Class R-PG35; Size Tested 2737mm 1880mm D5516.01-109-47 3/26/2014 3/22/2018 2737 x 1880mm (-108 x 74 in.) Type-H WD-20 10114109 Friday, May 13, 2016 Page 11 ONWINDOW & DOOR MANUFACTURERSAMCIATION 1MWDMA Hallmark® Certificate of 46t% Conformance and License CCL " Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert.com North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 AMS INC. AdO1°isnihYMaongemrnt systems, Inc. Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-028.19 29004900 Series/2903-4903, 101/I.S.2/A440 11 Class R-PG50; Size Tested 2737mm 1829mm C0329.01-109 7, 11f7/2014 2/21/2018 2737mm x 1829mm (108 x 72) Type-H; DP,+50/-50 psh Water, Test Press 360Pa (7.52psQ 440-H-028.20 2900/4900 Series 290314903 Triple Single Hung 101/I.S.2/A440-11 Class R-PG20; Size Tested 2743mm 2134mm E5617.01-109.47 4/10/2015 4/14/2025 2743mm x 2134mm (108 x 84) Type-H; DP +20/-20 psi; Water Test Press 150Pa (3.13psQ 440-H-028.21 2900/4900/70-2903/4903 Triple Single Hung 101/I.S.2/A440-11 Class R-PG25; Siie Tested 2737mm 2134mm; E7250.01-109-47' 8/2l/2015 10/14/2025 2737mm x'2134mm (108 x 84) Type-H; DP +25/-25 psf. Water Test Press 180Pa (3.76psQ 440-H-028.22 2900490012903-4903 Triple Single Hung 101/I.S.2/A440-11 Class R-PG30; Size Tested 2737mm 1575mm E9222.01-109-47 2/4R016 2116/2026 2737mm x 1575mm (108 x 62) Type-H; DP +30/-30 psi; Water Test Press 220Pa (4.59psQ 440-H-029.06 2907/4907 101/I.S.2/A440-08 Class R-PG20; Size tested 1219mm 2134mm C1542.01-109-47 12/28/2012 915/2016 1219x2134 mm (48x84 in)-H 440-H-029.07 4900/2900170 101/I.S.2/A440-08 Class R-PG35; Size tested 1118mm 1524mm C7073.01-109-47 10/31/2013 511/2017 1118x1524mm' (44x60'in)-H; DP+35/-35; Water Pen. Resist Test Pressure = 260Pa 5.43psQ 440-H-029.08 2900-4900129074907 Single Hung 101/I.S.2/A440-11 Class R-PG35; Size Tested 1016mm 1727mm E5613.01-10947 3/3/2015 302025 1016mm x 1727mm (40 x 68) Type-H; DP +35/-35 psf; Water Test Press 26013a (5.43psQ 440-H-030.15 2900/4900 Series 101/I.S.2/A440-11 Class R-PG20; Size Tested 2032mm 1575mm D2935.01-109-47 1/14/2014 11/12/2017 2032 x 1575mm (80 x 62in}H; DP +20/-20psf; Water Pen Resist. Test Press = 150Pa 3.13psQ 440-H-030.16 2907TR/4907TR Series 101/I.S.2/A440-11 Class R-PG20; Size Tested 2718mm 1880mm D5514.01-109-47 3/26/2014 5/6/2018 2718 x 1880mm (-107 x 74 in.) Type-H 440-H-030.17 2907TR/4907TR Series 101/I.S.2/A440-11 Class R-PG35; Size Tested 2718mm 1575mm D5514.01-109-07 3/26/2014 3/23/2018 2718 x 1575mm (-107 x 62 in.) Type-H WD-20 10114109 Friday, May 13, 2016 Page 12 WINDOW R DOOR MANUFACTURERS ASSOCIATION Hallmark® Certificate of r WDMA Conformance and License (CCL) Silver Line Building Products Mfr ID: 440 One Silver Line Drive For more Information visit www.amscert corn North Brunswick, NJ 08902 Website: TEL: 800-234-4228 ext 4644 Product No. Product Name 440-H-089.00 5500/5510 Side Lite (Specimen 2) 440-H-089.01 550D/5540 Transom (Specimen 1) Standard Rating 101/I.S.2/A440-11 Class R-PG35; Size Tested 1245mm x 2432mm (49 x 96) Type-SLT; DP +35/-35 psf; Water Test Press 260Pa 5.43psf) 101/I.S.2/A440-11 Class R-PG35; Size Tested 2734mm x 914mm (108 x 36) Type-TR; DP +35/-35 psf; Water Test Press 260Pa 5.43psf) WDMA HEREBY CERTIFIES that the aforesaid Company ("Licensee"), at its participating manufacturing plant(s), is licensed to use the WDMA Registered Hallmark on product lines that have been manufactured in accordance with the standards. It is further certified that the plant(s), facilities, quality control procedures, methods, and processes of Licensee have been inspected by WDMA, and are subject to regular follow-up inspection and test. It is further certified that samples of the product set forth above were tested and found to comply with the standards. By: Wide High Test Report # 1245mm 2432mm E6290.01-109-47 2734mm 914mm E6290.01-109.47 46-1-.u- John AfcFee, VP of Certification AMS, INC. Adrninisnathv Management syacml. Inc. CertDate ExpDate 11 /23/2015 4/27/2025 11 /23/2015 4/27/2025 JITMA Halbnark By: t,„ Rhonda Schorr, Authorized Representative, AMS Program Sponsor. Program Administrator: Window and Door Manufacturers Assoc Administrative Management Systems, Inc. 330 N. Wabash Avenue, Suite 2000 PO Box 730, 205 West Main Chicago, IL 60611 Sackets Harbor, NY 13685 TEL (312)6734828 www.wdma.com TEL (315)646-2234 staff@amsceri.com WD-20 10114109 Friday, May 13, 2016 Page 26 A\\ BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buiIdingdrops.com Product Evaluation Report Of Silver Line Building Products Series 2900/4900 — Extruded Vinyl Single Hung Window Non -Impact) for Florida Product Approval FL# FL 19715 Report No. 3947 5th Edition Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 1— A (Certificate) Windows Single Hung Series 290014900 Single Hung Window PVC See Installation Instructions, SWD002 Prepared for: Silver Line Building Products One Silverline Dr. North Brunswick, NJ 08902 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 12/15/2015 Contents: Evaluation Report Pages I — 4 Digitally signed by Hermes F Norero, P.E. Reason: I am approving this document Date: 2016.02.12 12:20:17 -05'00' O Z , .0 7 — T T = o—P O ONAt \ Jtj``S. Hermes F. orero, P.E. Florida No. 73778 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Silver Line Building Products Product Category: Windows Product Sub -Category: Single Hung Compliance Method: State Product Approval Method (1)(a) Product Name: Series 2900/4900 Single Hung Window FL#: FL19715 Date: 12/15/2015 Report No: 3947 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for Silver Line Building Products based on Method la of the State of Florida Product Approval, Florida Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the 5`" Edition Florida Building Code. See Installation Instructions SWD002, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the 5`^ Edition Florida Building Code, excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Chapter 16 of the 5`" Edition Florida Building Code and does require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SWD002 require further engineering analysis by a licensed engineer or registered architect. S. See Installation Instructions SWO002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 A\\ BUILDING DROPS FL#: FL19715 A Perfect Solution in Every Drop Date: 12/15/2015 Certificate of Authorization: 29578 Report No: 3947 Certification Agency: The manufacturer has demonstrated compliance of window products in Accordance with the Florida Building Code and State Rules for manufacturing under a Certification Agency through Window and Door Manufacturers Association (FBC Organization #: CER1508). Performance Standards: The product described herein has been tested per: Referenced Data: AAMA/WDMA/CSA 101/I.S.2/A440-08/11 1. Product Testing performed by Architectural Testing FBC Organization # TST1558) Report: Dated: B6430.01-109-47 3/09/2012 C0329.02-109-47 3/17/2014 C0375.01-109-47 3/11/2013 C0328.01-109-47 1/03/2014 C7074.01-109-47 6/17/2013 C7075.01-109-47 8/16/2013 C9952.01-109-47 8/30/2013 D9358.01-109-47 9/17/2014 D9957.01-109-47 9/16/2014 D9964.01-109-47 1/O5/2015 E5610.01-109-47 3/OS/2015 E5611.01-109-47 3/03/2015 E5612.01-109-47 5/07/2015 E7244.01-109-47 6/16/2015 E7250.01-109-47 6/16/2015 E9219.01-109-47 10/21/2015 E9220.01-109-47 10/21/2015 2. Certification Agency Window and Door Manufacturers Association FBC Organization #: CER1508) 3. PVC profiles meet requirements of WDMA/HaliMark WD-61 in accordance with AAMA 303 Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Installation: 1. Approved anchor types and substrates are as follows: Nailing Fin Installation: FL#: FL1971S Date: 12/15/2015 Report No: 3947 A. For two by (2X) wood frame substrate (Min. S.G. = 0.55), use #8 PH Wood Screw OR 11 Gauge Roofing Nails OR 10d Common Nails type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #8 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Through Frame Installation: A. For two by (2X) wood buck substrate (Min. S.G. = 0.55), use #10 PH Wood Screw type installation anchors of sufficient length to achieve a minimum embedment of 1.50" into the wood substrate. B. For concrete (Min. f c = 3000 psi) or masonry (Conforms to ASTM C90) substrate where one by (U), non-structural, wood bucking is employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. C. For concrete (Min. fc = 3000 psi) or masonry (Conforms to ASTM C90) substrate where wood bucking is NOT employed, use 3/16" diameter ITW HWH Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate (Min 18 Ga., Fy = 33 ksi), use #10 TEK PH or HWH Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Refer to Installation Instructions (SW0002) for anchor spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SWD002) for anchor spacing and more details of the installation requirements. Hermes F. Norero, P.E. Florida No. 73778 Page 4 of 4 4/28017 Florida Building Code Online 1,... ' t:. , .. ,. i• tf . ; t L • i 1{. I. t' yisrye.. {. t: L. Linksacts. Home Log In user Registration Hot Topics submit Surcharge Stats a Fads Publications FBC Staff SCIS Site Map Search Fhida I Product Approval useR: Public User Pmduet Aoor°val Menu > Proeua or Application Search > Aonliratlan List > Application Detail FL # FL12194-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archlved Product Manufacturer Address/Phone/Emal I Authorized Signature. Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emal I Category Subcategory Compliance Method u Aluminum Coils, Inc. S001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman@aluminumcoilsinc.com Gareth Rahman grahman@aluminumcollsinc.com Paul Frost 5001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrostoa luminumcol Isinc. com Panel Walls Soffits Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 06/19/2020 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12194 R3 COI ALC1S001 Evaluation Report 2014 FBC 04 T4 Sofflts odf Referenced Standard and Year (of Standard) Standard AAMA 1402 Equivalence of Product Standards Certified By Sections from the Code Year 1986 httpsIANww.Floridabuilding.orglpr/pr app d.aspxlparam=wGEVXOwtOquk24AUC%2(EHMrNrkL4bysALEZSXMjsX5GEO%2f1CXzYNWla3d%3d 1P2 4/28/2017 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Method 1 Option D 08/27/2015 08/28/201S 09/04/2015 10/16/2015 04/05/2017 SummarY,of Products.---'r'r I '= '• - •' - ' FL # Model; Number or -Name Description ''• " ' ; 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions Approved for use In HVHZ: No FL12194 R3 II ALClSO01 Evaluation Report 2014 FBC 04 T4 Sofflts.odfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: +80/-90 Created by Independent Third Party: Yes Other: See Evaluation Report for limits of use. Evaluation Reports FL12194 R3 AE ALC15001 Evaluation Report 2014 FBC 04 T4 Soffits.odf Created by Independent Third Parry: Yes W Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487.1824 The State of Florida Is an AA/EEO employer. Coarrieht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. instead, contact the ofnee by phone or by traditional mall. If you have any questlons, please contact 8S0.487.139S. -Pursuant to Section 455.275(t), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for ofndal communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 4SS, F.S., please dick here . Product Approval Accepts: go ® M Credit Card Safe htlpsYAvww.floridabtdlding.orgtpr/pr app dtt.aspxlparam=wGEVXQwtOquk24AUC%2fEHMrNrkL4hysALEZSXMjsXSGEOa/e2f1CXzYpyxAa/o3d%3d 2/2 CREEK Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5T" EDITION (2014) Manufacturer. ALUMINUM COILS, INC. Issued August 27, 2015 5001 West Knox Street Tampa, FL 33634 813)249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1. 1710.9.4 Properties: Wind Resistance REFERENCES 911& Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report is not for use In the. HVHZ. 2. Design wind loads shall be determined in. accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application Instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data -shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the, project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 611320-3. PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-Inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3105 H-14 aluminum fascia. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 1 of 3 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. I CREEK ALUMINUM COILS, INC 1 Soffits TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION ' 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit ?anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 in /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. la- rut %WHr 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit P,anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /Iin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent' configuration. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 2 of 3 This evaluation report Is prodded for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code SN Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. G.YE N . s.,, 2015.08.27 No 74021 ' / 0 / .OJ.00 04'00' STATE OF k/ O <4 R O P' Zachary R. Priest, P.E. Sis ONAt, % Oorida egistrtionoti n No. 71021lis CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest In any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial Interest In any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not.have, nor will acquire, a financial interest in any other entity Involved in the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (7 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) 'APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALC15001 FL12194-R3 Page 3 of 3 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 10 CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.51 margin of safety per FBC Section 1710.9.4. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project 7. Typical fastening details are as follows: a. 12' T4 Soffit —12-inch o.c. Fastener Fastener Location Lo l on b. 12" T4 Soffit— 44nch o.c. Fastener Fastener Fastener Fastener Location Location Location Location c. 1 V O4 Soffit—164nch o.c. Fastener Fastener on L on ALC15001 FL12194-113 Page 1 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" Q4 Soffit— 8-inch o.c. Fastener Lncatinn 11- Fastener Fastener ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 12anch Overhang with F-Channel 12J roved Systems for 124nch Overhang with J-Channel 16F-# Approved Systems for 164nch Overhang with F-Channel 16J # proved Systems for 164nch Overhangwith J-Channel 24F-# Approved Systems for 244nch Overhang with F-Channel 24J roved Systems for 244nch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang %#h F-Channel Wall Connection Eave Connection System Panel MDP No. Width PSI) Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment Mom' One (1) min. 3/84nch head dia. nail. One (1) min. 318 x 3/84nch One (1) min.1 3/44nch long x 12F-1 164nch Wood min. 1.254nch embedment spaced Wood crown staple spaced 16 inch 0.072-Inch dia. x min. 3/16 0 24-inch o.c. o.c. inch head dia. trim nail spaced 364nch o.c. Three (3) min. 3J4-inch x 1/4-Inch One (1) min 3/4-inch x 1/4-inch One 0) min.1 3/44nch long x 12F-2 16 nch Wood crown staples In diamond pattern Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inchin. 114ced inc 48 spaced 244nch o.c. and securing each panel lap head dia. trip nail 48 inch o.c. 12F-3 Max Masonry One (1)14 ga. 5/8 Inch long T nail Wood One (1) min 3/4-inch x 1/44nch One (1) min. 1 3/44nch long x 0.072-inch dia. x min. 1/44nch 48 164nch s paced 8-inch o.c. crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2andsecuringeachpanellapincho.c ALClS001 FL12194-R3 Page 2 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 124nch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Panel.Attachment Substrate Panel Attachment Fascia Cap Attachment Three (3) min. 3/4- inch x 1/4-Inch crown One (1) min. #8 x 1/24nch One (1) min 3/44nch x One (1) min. 1 3144nch long x 12J-1 M Wood staples in diamond long x 3/&inch head diameter W 1/4-inch crown staple inch dia x 4. 16inch pattern spaced 24- screw spaced 16 inch o.c. spaced 84nch o.c.. l spaced48- head dia. trip nail spaced 48- head 64.2 inch o.c. connecting soffit to Jchannel Inch o.c. Approved.Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)18 ga 1/44nch crown x One (1) min. 1.75-inch x 16F-1 Max Masonry One (1)14 ga. 5/84nch long T nail Wood Wood 14nch leg staples spaced max 0.0724nch diameter finishing nail with min. 3/16- 553.312-inch spaced max 8-inch o.c. o.c. and securing each inch head spaced panel lap 12dnch o.c. Three (3)18 ga.1/4-inch crown x 1- One (1)18 ga. 1/4-Inch crown x One (1) min. 1.75-inch x 0.0724nch diameter 16F-2 Max 12-inch Wood inch leg staples in diamond pattern Wood 1-Inch leg staples spaced max 4-inch o.c. and securing each finishing nail with min. 3/16- 553.3 spaced 16-inch o c. panel lap inch head spaced 12-Inch o.c. Max One (1) 3/84nchhead dia. nail, min. One (1) min.3/&inch x 3/&inrh One (1) min.1 3/44nch long x 0.072 inch dia. x min. 16F-3 16 inch Wood 1.254nch embedment spaced 24- Wood crown staple spaced16-inch 3/164nch head dia. trim nail 2&6 Inch o.c. O.C. spaced 364nch o.c. Max. Three (3) min. 3/44rich x 1/4-inch One (1) min. 1 3/44nch long 16F-4 Wood sown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch x 0.0724nch dia, x min. 1/4- 27 164nch spaced 244nch o.c. crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 484nch o.c. ALCIS001 FL12194-R3 Page 3 of 7 This evaluation report is provided for Slate of Florida product approval under Rule 61G20.3. The manufacturer shall notify CREEK Technical Services, LLC of arty product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width Psi) Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1)18 ga. 1/4-inch crown x One (1) min. 1.75-inch x 16F-5 Max. 164nch Masonry One (1)14 ga. 5/8-inch long T nail Wood 1-inch leg staples spaced 4- 0.072-inch diameter finishing nail with min. 3/16- 43.3spaced81ncho.c. inch.o.c. and securing each inch head spaced panel lap 16-inch o.c. Max Three (3)18 gal/flinch crown x 1- One (1) 18 ga. 1/4-inch crown x One (1) min. 1.75-Inch x 0.072-inch diameter 16F-6 164nch Wood Wood inch leg staples in diamond pattern Wood 1-inch leg staples spaced 4 inch o.a and securing each finishing nag with min. 3/16- 143.3 164nch o.c. panel lap inch head spaced 16-inch o.c. Approved Systems -for 164nch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width Psi Substrate J-Channel Attachment- Substrate Panel Attachment Fascia Cap Attachment 16.1-1 Wood Three (3) min. 3/44nch x 1/flinch crown staples in diamond pattern Wood One (1) min 3/44nch x 1/44nch One (1) min. 1 3/44nch long x 0.072-inch dia. x 23.5 164nch spaced 244nch o.c, crown staple spaced-8-Inch o.c. min.1/44nch head dia. trip 31.4 nail spaced 484nch o.a ALC15001 FL12194-R3 Page 4 of 7 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. CREEKAld TECHNICAL SERVICES* LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 244nch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)18 ga.1/44nch Nominal 1x2 crown x 14nch leg No.2 SYP staples spaced Three (3)18 ga.t/4- anchored to 124nch mc, securing One (1)18 ga. 1/4- One (1) min. 1.754nch x Max inch crown x 14nch rafter with one each panel lap inch crown x 1-inch 0.072-inch diameter 24F-1 12-inch Wood leg staples in min. 2.25- Wood leg staplesples spaced 8-31164nch finishing nail with min. 801-90 nd pattern inch x 7d ringi One (1) min. 1.75-inch inch o.c. head spaced spaced 164nch as shank shank nail x 0.0724nch diameter 12-inch o.c. 24 inch o.c finishing nail with min. 31164nch head spaced 44nch O.C. One (1)18 ga.1/4-inch crown x 1-inch leg Nominal,1x2 staples spaced One (1) min. 1.5- No.2 SYP 12-inch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.754nch x Max. inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.0724nch diameter 80/ 24F-2 124nch Wood Wood smooth shank rafter with one Wood leg sstaples spaced 8 finishing nail with min. 76.6nailspaced1) 7d x 2.25- One (1) min. 1.754nch inch o.c. 3/16-inch head spaced 16•inch o.a inch ring shank x 0.0724noh diameter 12-inch o.c. nail 244nch o.c. finishing nail with min. 31164nch head spaced 44nch o.c. One (1)18 ga.1/4-inch crown x 14nch leg Nominal 1x2 staples spaced No.2 SYP 124nch o.c. searing One (rows1) 18 ga. 1/4- One (1) min. 1.754nch x Max One 1 14 a. 5/8- g 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 staples 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. 31164nch head spaced inch ring shank x 0.0724rich diameter 12-inch o.c. nail 24-inch o.c. finishing nail with min. 31164nch head spaced 44nch o.c. ALC15001 FL12194-R3 Page 5 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 C,20-3. 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 wananty, installation, recommended use, or other product attributes that are not specifically addressed herein. M' CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix A Approved Systems for 244nch overhang with. F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1)18 ga.1/44nch Nominal 1x2 crown x 14nch leg Not SYP staples spaced Three (3)18 ga.1/4- anchored tonch124ncho.c. securing One (1)18 ga. 1/4- One (1) min. 1.75-inch x Max inch crown x 14 rafter with one each panel lap inch crown x 14nch 0.072-inch diameter 24F-4 164nch Wood leg staples in 1) min. 2.25- Wood leg staples spaced 8- finishing nail with min. 80/0 diamond pattern inch x 7d ring One (1) min. 1.754nch inch o.c. and securing 3/164nch head spaced spaced 164nch o.c shank nail x 0.0724nch diameter each panel lap 16-inch o.a 24-inch o.c. finishing nail with min. 3/164nch head spaced 44nch o.c. One (1)18 ga.1/4-inch crown x 14nch leg Nominal 1x2 staples spaced One (1) min. 1.5- No2 SYP 124nch o.c. securing One (1)18 ga. 1/4- One (1) min.,1.754nch x ax inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.0724nch diameter 24F-5 16innch Wood smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 801.60 roofing nail spaced 1) 7d x 2.25 One (1) min. 1.75-inch inch o.c. and securing 3/164nch head spaced 164nch o.c. inch ring shank x 0.0724nch diameter each panel lap 16-inch o.c. nail 24-inch o.c. finishing nail with min. 3116-inch head spaced 44nch o.c. One (1)18 ga.1/4-inch crown x 14nch leg Nominal 1x2 staples spaced No.2 SYP 124nch o.c. securing One (1)18 ga. 1/4 One (1) min. 1.75-inch x Max One (1)14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 24F-6 16 mch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 801.60 spaced 8-Inch o.c. 1) 7d x 2.25- One (1) min. 1.754nch inch o.c. and securing 3/164nch head spaced inch ring shank x 0.072-inch diameter each panel lap 16-inch o.c. nail 24-inch o.c. finishing nail with min. 3/16-inch head spaced 44nch o.c. ALC15001 FL12194-R3 Page 6 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems.for•244nch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width. psf) Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal tx2 No.2 SYP scabbed between rafters with one (1) min. 225-Inc h x 7d One (1)18 ga.1/44hchNominal1x2 ring shank nail crown x 1-inch leg No.2 SYP anchored to Three (3)18 ga.1/44110 Crown straight -nailed throughrgtheratterIntotheand staples spaced 12 inch o.c. securing One (1) 18 ga. One (1) min. 1.75-inch 24J-1 Max. rafter with one x 1-Inch leg of the batten or two (2) each panel la p Wood inch crown x 1-inch x 0.0724nch diameter finishing nail with min. t6012-inch 1) min. 2.25- staples in diamond min. 2.2sinch z 7d One (1) min. 1.75Inch leg staples spaced 16„indl heads spacedinchx7dringpatternspaced16- ring shank 'hails toe- nailed on eltlier side of x 0.0724nch diameter 8-inch o.c. 124nch o.c. shanknail24- inch o.c. inch ox, the batten at each finishing nag with min. 3116Inch head spaced batteNrafter Intersection. Max. 41 rhch o.c. rafter spacing Is 244nc h o.c. Nominal tx2 No.2 SYP scabbed between rafters with one (1) min. 225-Inch x 7d One (1) t8 ga.1l4 inch Nominal1x29 naaN` Hall sawn x Sant/ leg No. 2 SYP anchored to Three 3 18 ga. 1/4-inch crown she ra ter Intolled th end ref staples spaced 12andt o.a securing One 1 18 a. Yr ginchCrownx1-inch One 1 min. 1.754nch 24J- 2 Max rafter with one x 14rlch leg of the batten or two (2) each panel lap Wood leg staples spaced x 0.0724nch diameter finishing nail with min. t53.3irxh 161nch1) min. 2.25- staples in diamond min. 22Sx 7d One (1) min. 1.754nch 8-inch o.c. and 3/164nch heads d P inchx7dringpatterns16-9 shank nails toe- nailed on either side o1 x 0.0724nch diameter securing each panel g p164ncho.c. shank Hall244ncho. c. inch o. c. the batten at each finishing nail with min. 31164nch head spaced Map battenlrafter intersection. Max. flinch o.c. rafter sparing Is 244nch o. c. ALCI5001 FL12194- R3 Page 7 of 7 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. im CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B INSTALLATION Note - Refer to the APPRovED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail 12F-1 & 12F-3 Min. 2/31 head dia. nail with min. 1; en3agamszt(:or wood substrate) or min. 0.0971 die. T-nail or stub na12 with min. 5/8' engagemantitor concrete or block cubutrati). cpaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) FASCIA LIP 1 /4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. L-PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALCIS001 FL12194-113 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail n ;SOFFIT STAPLEOPENRAFTERi 3/4• X 1/4- ; DIAMOND PATTERN DETAILCROWNSTAPLES DIAOUSINGA MOND 1 " BETVMN!>TArus PATTERN FACIA BOARD 11 FASCIA CAP 12F-2 3/4- X 1/4' CROWN FACIA BOARD 1-3/4' TRIM NAILa' STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. CNANNEL CAN BE PAINTED S.S. 48' INSTALLED WITH THE FASCIA CAP NAILING FLANGE UP OR O.C. 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT- max• 22-2ncn span SOFFITWOODSUBS' ATE SOFFIT & FASCIA DETAIL ALCIS001 FL12194-R3 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G203. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER Lj SOFFIT STAPLE DIST STARM DIAMOND PATTERN DETAILE120WFACIABOARDram, s ARcs i 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-1 3/4' X 1/4- CROWN STAPLE '8' ON CENTER 1FACIA BOARD CHANNEL 1-3/4' TRIM NAIL- JS.S. Pacre.en co soffitPAINTEDic' onelli 1:8 x1/2" S.S. 48' FASCIA CAP V3/8' bead O.C. diameter screw, 3/4- X 1/4- 16" o.c. CROWN STAPLE DFFfT—rI1aX. 12-1.^.Cb 9QdIIS WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALC15001 FL12194-113 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61020-3. 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 spedfically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 7I' TRIM RAL FASOA BOARD PAOIifB SS FASCIA CAP SOFFn 1 r1' CROYId STAPLE OPEN RAFTER FASW BOARD ur sTrl+u 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FAS[u LAP; REFER f^ [MAt001 TO SOFFrT i FASCIA DETAR. SOFFn: IIAX W SPAM MASONRY SUBSTRATE I ALC15001 FL12194-R3 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ACREEKTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail btin. 3/3" head dia. nail with min. 1v. siY3aC.emonc(for wood aubxtrate) or min. 0.097" d1a. T-nail or stuk.nail with min. 5/3" engagement(for concrete or flock substrate), spaced as rcted abovo. FASCIA SUP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL Wood, wncrete or Block wall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001 FL12194-113 Page 5 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation. recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail 1' n, , SOFFIT STAPLE OPEN RAFTER 3/4• x t/.• ; DIAMOND PATTERN DETAILCROWNsrnPtEs USING A DIAMOND -- APLO PATTERN FACIA BOARD FASCIA CAP 16F4 3/4' X 1/4' CROWN FACIA BOARD 8' 1-3/4' TRIM NAZI STAPLE ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. T—'F' CHANNEL CAN BE PAINTED S.S. 48' FASCW CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4" X 1 /4' DOWN CROWN STAPLE SOFFIT -max. 16-:.nch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001 FL12194-R3 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61020-3. 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 atUibutes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS. INC Soffits Appendix B System No. Installation Detail I TRIM MAR FASCIA BOARD PANTED S.S. CAPFASCIA SOfFR rq'' CROWN STAPLE OPEN RAFTER FASCIA BOARD Y)j- CROWN STAPLES 8SOFFIT FASCIA USING A DIAMO.UI 16F-2 & PATTON. REFER TO DETAIL SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAIL fASM CAP; REFER 10 SOFFIT t FASCIA F' [HAKMEI OCTAL 9- SOFFIT; MAX. W SPAN WOOD SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK I TECHNICAL SERVICES, LLC 16J-1 No. I Installation Detail X 1/4- CROWN STAPLE -24' CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4' TRINAIL MPAINTED S.S. 48' O. C. SOFFIT - max. 16-inch span ALUMINUM COILS, INC Soffits Appendix B SOFFIT STAPLE DIAMOND PATTERN DETAIL FACIA BOARD ; Lr crvm i n r ASCU CAP 3/ 4- X 1/4- CROWN FACIA BOARD STAPLE - 8' ON CENTER 1-3/4' TRIM NAIL PAINTED S.S. FASCIA CAP 3/ 4' X 1/4' CROWN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALClSO01 FL12194-R3 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 {' TRIM NAIL FASCIA BOARD PANTED S.S. 1-r- LROw" M FASCIA CAP STAPLES USING A DIAMOND SOFFIT PATTERN; REFER TO rot uowN STAPLE SOFFIT STAPLE DIAMOND PATTERN DETAIL 1 tRIM NAIL FASCIA BOARD PAINTED SS. SOFFIT FASCIA DETAIL 24F-1 8 24F4 rei- ERowN STAPLE _--_ FASCIA CAP. REFER / To SOFFIT B FASCIA DETAIL / 33 i Xftersl F-[NANNEL Batter+ Andored to SOFFIT; MAX r.- — Barters Ih e 7 L 3/6 one ShankR'eq Sl k NO att e-M Ratter i wDOO SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 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. r' CREEK 10 TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t' TRIM NAIL FASCIA eoARO PAWTED SS 14- SOOT" SNAAx FASCIA CAP ROOF NAGS S"4r1- 1 1-at- CROWN STAPLE I t' 1401 NAi FASCIA BOARD PAWTED U SOFFIT & FASCIA 2417-2 & DETAIL 24F-5 rat- CROWN STALE FASCIA CAP: REFER TO SOFFIT i FASCIA ptTAl Noemi r.r sYP BaHeo AotAared to SOFFIT; MAX Ti' F-CIIAtINEL Ration with one Id Shaok Naa at ewl Ratter WOOD SUBSTRATE ALCIS001 FL12194-R3 Page 10 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 repon.is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 8,CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 t- TRIM MAl FASCIA BOARD PAINTED SS.,, 166A - T-MARS 11t -FASCIA CAP soFFrt r4' EROWN STAPLE t t TM RAIL fASDA BOARDPAPITEDS.S. SOFFIT & FASCIA 24F-3 & DETAIL 24F-6 r'r CROWN STAPLE FASCIA CAP, REFER TO SOFFIT t FASCIA DETAIL RardiW rig- SYP F'WµXEL Battaa Amhoreo to SOFFIT; MAX 20 Raftero VIM we 7d Ring Shan Mail at eery Rafter HANDY ALC15001 FL12194-113 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail It TRM Ma FASCIA 80AND PAAITEO SS. 1-4' CROWN FASCIA CAP STAPLES, USDIG A DIAMOND SOFFITPATTERN: REFER TO CANTUXRED ra4' CROWN STAPLE So"IT STAPLE AFTER IOIAP10AIL 11 FASCIA BOARD SOFFIT L FASCIA I t' TOOK NAE. PAatED ss. DETAIL 24J- 1 & CROWN STAPLE 24J- 2 FASCIA CAP: REFER TO SOFFIT t FASCIA DETAQ Nominal I' a t SYP bnem t J enured n and SOW: MAX7A' CTIAIUEl o are aeMNF!U (1) I TO TO rife I punk no wagm4latled I ftmotherawirwtheendWOOD SUBSTRATE oftnebaCenorLRo(2)7d no = nab me -raged of 1 r211m side of ins oettean p iM WOeMaOer m:erascam SOFFIT STAPLE DIAMOND PATTERN ALCIS001 FL12194-R3 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALUMINUM COILS, INC Soffits TECHNICAL SERVICES, LLC Appendix C DESIGN WIND LOADS The following tables provide design wind loads for components and Gadding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C, and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of I or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Kd = 0.85 7. Vw is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10°% of the least horizontal dimension or (0.4 x Mean Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 34 ALC15001 FL12194-113 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Type Zone Mean Roof Height ft Basic Wind Speed mph) 130 . 140 1.50 160 170- 180 190 200 Enclosed 4 20 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 48.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26A 29.4 32.5 5050 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.T 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 1 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 1 17.8 20.5 23.3 26.3 1 29.5 32.9 36.4 ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State ofFlorida product approval under Rule 61G20.3. The manufacturer shall notify CREEK Technical Services, LLC of arty product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix C Design Wind'Pressures for Soffits in Ez osure C Building Type Zone. Mean Roof Height (ft Basic Wind Speed mph) 12Q 130 140 150 160 170 180 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32A 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 402 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 1 42.1 1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 1 39.2 1 43.7 1 48.4 ALC15001 FL12194-R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building. Type Zone Mean Roof Height ft Basic Wind Speed mph) 120 130 140 . 150 160 170 180 190 " 200 Enclosed 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9. 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 1 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 60 202 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALC15001 FL12194-R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREED{ TECHNICAL SERVICES, LLC 318" F-Channel 3/8" J-Channel 3/8" 3/4" -- 3/8' ISOMETRIC VIEW 37F PROFLE SOMETRiC VIEW 3/r PROFILE ALUMINUM COILS, INC Soffits Appendix D ALClSO01 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Fascia . 5 3/4"' 7/8" 1 1/8" HEM T E 1/41, T 6'FASCIA 7' BLANK ISOMETRIC VIEW ALUMINUM COILS, INC soffits Appendix D ALC15001 F .12194-R3 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. CREED{ TECHNICAL SERVICES, LLC 16" Q4 Soffit 18' BLANK 3 / 8 PROFILE Z625 REF. 50 TP. 25 7W. D DDDD0 DDODDr DDDDDD DDDDD— o DaDDD DDDDD o , rvre a nar r n, W. n ammo S MRMID INSert DotmoM As Ibssf ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194413 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 specifKally addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 31/8' 7/8" 31/8' 7/8" 31/8' Sl16' 3/8' 13.7S" BLANK 3/8" PROFILE 1625 REF. b TlP. 25 IYP. ALUMINUM COILS, INC soffits Appendix D D ooDDD DDDDD, DDD000 ODDDO 0 0D000 D0000 WIRE 1 TMP PAfrrRN f 4 i Sty n 0D1MM FOWW IN SiWE DMCWH AS M) END of REPORT ALC15001 FL12194-R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shag 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 Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5T" EDITION (2014) Manufacturer: ALUMINUM COILS, INC. Issued August 27, 2015 5001 West Knox Street Tampa, FL 33634 813) 249-9743 www.aluminumcoilsinc.com Manufacturing: Tampa, FL Quality Assurance: PRI Construction Materials Technologies (QUA9110) SCOPE Category: Panel Walls Subcategory: Soffits Code Sections: 1404.5.1. 1710.9.4 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Certified Testing Laboratories (TST1577) CTLA 1847W AAMA 1402 1986 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report Is not for use In the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application Instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant Installation detail shall prevail. 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 61G20-3. PRODUCT DESCRIPTIONS 3/8" F-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum F-channel. See Appendix D for dimension drawings. 3/8" J-Channel Preformed nominal 0.016-inch thick, 3105 H-14 aluminum J-channel. See Appendix D for dimension drawings. Fascia Preformed nominal 0.019-inch thick, 3106 H-14 aluminum fascia. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 1 of 3 This evaluation report Is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION ALUMINUM COILS, INC soffits 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit ?anels provided in 16- inch sections. The reported net free ventilation areas are 22.3 In /lin.ft for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit ?anels provided in 12- inch sections. The reported net free ventilation areas are 12.5 in /lin.ft for the 'full vent' configuration and 4.2 in2/lin.ft for the 'center vent configuration. See Appendix D for dimension drawings. ALC15001 FL12194-R3 Page 2 of 3 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. 0 r_ CREEK TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluatedherein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5'" Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. trrr p9/,2015.08.27In 07:05:00No74021 " a a...ra+wtinw 04'00' p. STATE OF : 4U O'o 1 40 R O P * Zachary R. Priest, P.E. S+ •'' • • • c1 % Florida Registration No. 74021 i ;ON % Organization No. ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, not will It acquire, a financial Interest In any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC Is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest In any other entity involved In the approval process of the product. APPENDICES 1) APPENDIX A — Approved Systems (7 pages) 2) APPENDIX B — Installation Drawings (12 pages) 3) APPENDIX C — Design Wind Loads(4 pages) 4) APPENDIX D — Dimension Drawings (4 pages) ALCIS001 FL12194-R3 Page 3 of 3 This evaluation report Is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MOP) were calculated using a 1.5:1 margin of safety per FBC Section 1710.9.4. 2. Refer to LIMITATIONS and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the. information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project 7. Typical fastening details are as follows: a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location 1 1 b. 12" T4 Soffit — 4-inch o.c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16' 04 Soffit—164nch o.c. Fastener Fastener Location Location ALCIS001 FL12194-R3 Page 1 of 7 This evaluation report is provided for State of Florida product approval under Rule 61020-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC d. 16" 04 Soffit — 84nch o.c. Fastener Lnxalinn lr Fastener Fastener L1tion ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# A roved Systems for 124nch Overhang with F-Channel 121 Approved Systems for 124nch Overhang with J-Channel 16F-# Approved Systems for 164nch Overhang with F-Channel ul Approved Systems for 164nch Overhang with J-Channel 24F-# Approved Systems for 244nch Overhang with F-Channel 24 roved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width Psi Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1) min. 3/84nch head dia. nail, One (1) min. 318 x 3/8-inch One (1) min. 1 3/4inch long x 12F-1 16-inch Wood min.1 25 inch embedmentspaced Wood crown staple spaced 164nch 0.072-inch dia. x min. V16- 0 24inch o.c. O.C. inch head dia. trim nail spaced 36-inch o.c. M Three (3) min. 3/4inch x 1/4-Inch One (1) min 3/4-inch x 1/44nch One (1) min. 1 314inch long x 12F-2 16-inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0.0724nch dia. x min. 1/flinch 48 spaced 24-inch o.c. and securing each panel lap head dia. trip nail spaced 48- 64.2 inch o.c. 12F-3 Max Masonry One (1)14 ga. 5/8 inch long T nail Wood One (1) min 3/4-inch x 1/flinch One (1) min. 1 3/44nch long x0.0724nch dia. x min. 1/44nch 48 164nch spaced 8-inch o.c. crown staple spaced flinch o.c. head dia. trip nail spaced 48- 2 end securing each panel lap inch o.c. ALClSO01 FL12194-R3 Page 2 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width pst) Substrate F-Channel Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/4- inch x 1/44nch crown One (1) min. #8 x 1/24nch One (1) min 3/4-Inch x One (1) min. 1 3/44nch long x 12J-1 Max. Wood staples in diamond long x 3/spiced head diameter Wood 1/44nch crown staple i dia. x inchspacn. 164nch pattern spaced 24- screw spaced 16anch o.c. spaced 8-inch o.c.. head dia. trip nail spaced 48- head dia. l d 64.264. inch o.c connecting soffit to Jchannel Inch o.c. Approved Systems for 164nch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1) 18 ga. 1/44nch crown x One (1) min. 1.75-inch x 16F-1 Max. Masonry One (1)14 ga. 5/84nch long T nail Wood 1-inch leg staples spaced max. 0.072-inch diameter finishing nail with min. 3/16- 353.312-inch spaced max. 84nch o.c. 44nch o.c. and securing each inch head spaced panel lap 12-inch o c. Three (3)18 ga.1/44nch crown x 1- One (1)18 ga. 1/44nch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F-2 Max 12-inch Wood inch leg staples in diamond pattern Wood 1-inch leg staples spaced max 4-inch o.c. and securing each finishing nail with min. 3/16- 253.3 spaced 164nch o.c. panel lap inch head spaced 12-Inch o.c. Max One (1) 3/84nchhead dia. nail. min. One (1) min 3/8-inch x 3/8 inch One (1) min. 1 3/44nch long x 0.072 inch dia. x min. 16F-3 164nch Wood 1.25-inch embedment spaced 24- Wood crown staple spaced 164nch 3/164nch head dia. trim nail i25.6 inch o.c O.C. spaced 364nch o.c. Three (3) min. 3/44nch x 1/44nch One (1) min. 1 3/44nch long 16F-4 Max' Wood crown staples in diamond pattern Wood One (1) min 3/44nch x 1/44nch x 0.0724nch dia. x min. 1/4- 27 164nch spaced 24-inch o.o crown staple spaced 8-inch o.c. inch head dia. trip nail 36.1 spaced 464nch o.c. ALC15001 FL12194-R3 Page 3 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 16-Inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)18 ga. 1/44nch 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 staples spaced 4- 0.072-inch diameter finishing nail with min. 3/16- 343.3 164nch spaced 8-inch o.c. inch o.c. and securing each inch head spaced panel lap 16-inch o.c. Three (3) 18 ga.1/4-inch crown x 1- One (1)18 ga. 1/44nch crown x One (1) min. 1.75-inch x 0.072-inch diameter 16F 6 Max. 16-inch Wood inch leg staples in diamond pattern Wood 1-inch leg staples spaced 4- inch o.c. and securing each finishing nail with min. 3116- 243.3 spaced 164nch o.c. panel lap inch head spaced 16-inch o.c. Approved Systems for 164nch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate J-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Three (3) min. 3/44nch x 1/4-inch One (1) min. 1 3/44nch 16.1-1 Max. Wood crown staples in diamond pattern WoodOne 1) min 3/44nch x 1/44nch long x 0.072-inch dia. x 23.5 164nch spaced 24 inch o.c. crown staple spaced 84nch o.c. min. 1/4-inch head dia. trip 31.4 nail spaced 484nch o.c. ALC15001 FL12194-R3 Page 4 of 7 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. LdCREEKTECHNICALSERVICES. LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1)18 ga.1/4lnch Nominal 1x2 crown x 14nch leg No.2 SYP staples spaced Three (3) 18 ga.1/4- anchored to 124nch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.75-inch x Max. inch crown x 14nch rafter with one each panel lap inch crown x 1-inch 0.0724nch diameter 24F-1 124nch Wood leg staples in 1) min. 2.25- Wood leg staples spaced 8- s finishing nail with min. 80/-90 diamond pattern inch x ring One (1) min. 1.754nch inch a 3116 nch head spaced spaced 164nch o.a shank shank nailkailo.c x 0.0724nch diameter 124nch o.c. n finishing nail with min. 31164nch head spaced 44nch o.c. One (1)18 ga.1/4-inch crown is 14nch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 124nch o.c. securing One (1)18 ga. 1/4- One (1) min.1.754nch x Max inch x 11 a. g anchored to each panel lap Inch crown x 14nch 0.0724nch diameter 80124F-2 124nch Wood smooth shank rafter with one Wood leg staples spaced 8• finishing nail with min. 78.6 roofing nail spaced 1) 7d x 2.25- One (1) min. 1.754nch inch o.c. 3/164nch head spaced 16-Inch o.c. inch ring shank x 0.0724nch diameter 12-Inch o.c. nail 244nch o.c. finishing nail with min. 31164rich head spaced 4-inch o.c. One (1)18 ga.1/4-inch crown x 14nch leg Nominal 1x2 staples spaced No.2 SYP 124nch o.c. securing One (1) 18 ga. 1/4 One (1) min. 1.75-inch x Max One (1)14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.0724nch diameter 80124F-3 124nch Masonry Inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 76.6 spaced 8-inch o.cpa 1) Td x 2.25- One (1j min. 1.75-inch inch o.c. 3/164mch head spaced inch ring shank x 0.0724nch diameter 124nch o.c. nail 244nch o.c. finishing nail with min. 31164nch head spaced 44nch o.c. ALC15001 FL12194-R3 Page 5 of 7 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. MCREEKTECHNICALSF-RvICES. LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 244nch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1)18 ga.1/44nch Nominal 1x2 crown x 14nch leg No.2 SYP staples spaced Three (3)18 ga.1/4- anchored to 124nch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.75-inch x Max inch crown x 1-inch rafter with one each panel lap inch crown x 14nch 0.0724nch diameter 24F-4 16 rnch Wood leg staples in 1) nun' Wood leg staples spaced 8- finishing nail with min. 801-60 diamond pattern inch x 7d ringring One (1) min. 1.754nch inch o.c. and securing 3/164nch head spaced spaced 16-inch o.c. p shank nail x 0.0724nch diameter each panel lap 164nch o.c. 24-inch o.c. finishing nail with min. 3/16-Inch head spaced 4-inch o.c. One (1)18 ga.1/4-inch crown x 1-inch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 124nch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.754nch x Max. Wood inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.0724nch diameter 24F-5 16 inch smooth shank rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 roofingsnail spaced 1) 7d x 2.25- One (1) min. 1.754nch inch o.c. and securing 31164nch head spaced 16-inch o.c. inch ring shank x 0.0724nch diameter each panel lap 16-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 14nch leg Nominal 1x2 staples spaced No.2 SYP 12-inch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.754nch x One (1)14 ga. 5/8- anchored to each panel lap inch crown x 1-Inch 0.072-inch diameter 24F-6 16M-inch Masonry inch long T nail rafter with one Wood leg staples spaced 8- finishing nail with min. 801-60 spaced 84nch o.c. 1) 7d x 2.25- One (1) min. 1.754rich inch o.c. and securing 3/16-inch head spaced inch ring shank x 0.072-inch diameter each panel lap 164nch o.a nail 244nch o.c. finishing nail with min. 3/164nch head spaced 4-inch o.c. ALCIS001 FL12194-R3 Page 6 of 7 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. F;' CREED TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 244nch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width pso Batten J-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment Nominal 1x2 Not SYP scabbed between rafters with one (1) min. 2.25Inch x 7d One (1)18 ga.1/44nchNominal1x2 ring shank nail crown x 14nch leg No.2 SYP anchored to Three (3)18 ga.1/flinch crown may throughg the rafter Into the and staples spaced 12anch o c. securing One (1)18 ga. / One (1) min. 1.754nch 24J-1 Max. rafter with one x 1-inch leg of the batten or two (2) each panel lap Wood inch Crown x 1-inch x 0.072 snail diameter finishing nail with min. t60 12-inch 1) min. 2.25- staples in diamond min. 225 ind, x 7d One (t) min. 1.75•inch leg spacedsstaplesp 3/164nch head spaced inch x 7d ring pattem spaced 16- ring shank nails toe- x 0.0724nch diameter 8-inch o.c. 12-inch o.c. shank nail inch o.c. nailed on either side of finishing nail with min. 244nch o.c the batten at each battentrafter 3116inch head spaced intersection. Max flinch o.c. rafter spacing Is 244nch o.c. Nominal 1x2 No.2 SYP scabbed between rafters with one (1) One (1)18 ga.1/44nch Nominal 1x2 min. 22Sinch x 7d ring shank nail crown x 14nch leg No.2 SYP Three 3 18 saaignt-naied through staples spaced 124nch o.c. searing One 1 18 a. %.- g One 1 min. 1.754nchtoga.1/4-inch crown the rafter into the end each panel la p inch crown x 14nch x 0.0724nch diameter 24J-2 Max.afterx with one x 14nch leg or the batten or two (2) Wood leg staples spaced finishing nail with min. t53.3 16-inch 1) min. 2.25- staples in diamond min. 2.25-inch x 7d shank One (1) min. 1.754nch 84nch o•c. and 3/16-inch head spaced inch x 7d ring pattern spaced 16 rin8 nails too- x 0.072-inch diameter securing each panel 164nch o.c. shank nail inch o.c. nailed on either side of finishing nail with min. lap 244rich o.c. the batten at each battenrrafter 3/164nch head spaced intersection. Max 4 dith o c. rafter spacing Is 244nch o.c. ALCIS001 FL12194-R3 Page 7 of 7 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B INSTALLATION Note - Refer to the APPRovEn SYSTEms section of this report for additional installation details of a selected system and maximum design pressures limitations. No. I Installation Detail Him. 2 S• hmd dla. nail with min. 1S:' enjagement(for wood substrate) or min. 0..C57- dia. T-n%il or stub nail wl.h min. 5/a' engagement(for ronarete or k-lock cub3trata). spacod as nottd above. ASCIA SLIP BOARD ASCIA TRIM 12F 1 S I I I II \—.F"CHANNEL SOFFIT OVERHANG WIDTH VARIES) 12F-3 rtocd, C9ncrate or Block a FASCIA LIP 1 /4" STAPLE SOFFIT TO ASCIA BOARD #T50 8" X 3/8" STAPLE 16" O.C. L-PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001 FL12194-113 Page 1 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. Lj CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail SOFFIT STAPLE RAFTSTAMAS OPENER3/ 4' x 1/4' ; DIAMOND PATTERN El DETAIL CROWNSTAPLESrUSING A DIAMOND` . WTVM PATTERN FACIA BOARD FASCIA CAP 12F- 2 3/ 4' x 1/4- CROWN FACIA BOARD 8' TRIM NAIL rr:'r STAPLE ON CENTER P PAINTED1-3/4' TRIM NAIL PAINTED S.S. CHANNEL CAN BE PAINTED S.S. 48' FASCIA CAP INSTALLEDWITHTHED.C. .C. NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFM- max. 12-inch spar WOOD SOFFIT SUBSTRATE SOFFIT & FASCIA DETAIL ALCIS001 FL12194-R3 Page 2 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail OPEN RAFTER 3,09' ; SOFFIT STAPLE asT i @Er.4MO DIAMOND DETAIL PATTERN FACK BOARD i 3/4' X 1/4' CROWN STAPLE '24' ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-13/4- X 1/4- CROWNFACIA STAPLE 'B' ON CENTER 1i—CHANNEL BOARD 1-3/4' TRIM NAIL Pscrerredjtosoffit with =all) 48 x PAINTED S.S. 48' FASCIA CAP 1!2" x 3i8* head O.C. diameter scmw, 3/4' X 1/4' CROWN STAPLE soim—max. 12-inch spasS WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALClSO01 FL12194-R3 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail 1 t TRIM MAIL,, -FASCIA BOARD DAN1E0 S.S. FASCIA [AP SOFFIT r,j' CROWN STAPLE OPEN RAFTER FASCIA BOARD N SA iAr 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASOA CAP[ REFER TO SOFFIT t FASCIA f• OIANNEL DETAIL SOFFIT; MAX S' SPAN MASONRY SUBSTRATE ALC15001 FL12194-R3 Page 4 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20.3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation. recommended use. or other product attributes that are not specifically addressed herein. F- CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Min. 3/S• head dia. nail with min. lea ergagement!for wxd substrate) cr sin. 0.097• dia. T-nail or stub rail with min. S/3" 6ncagement(fcr concre.te or ):,lock substrate) , spaced as noted above. FASCIA SUP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) 16F-3 F" CHANNEL wood, Concrote or Block mall STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" 0. C. 11 FASCIA LIP 1 /4" PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 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. FM GREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail, n, SOFFIT STAPLE OPEN RAFTER 3/4• x 1/a' DIAMOND PATTERN D ETAI L 3, STAPLES t USING IrusNcADw+oND n, , PATTERN FACIA BOARD i FASCIA CAP 16FA 3/4- X 1/4• CROWN FACIA BOARD 8' TRIM NAIL STAPLE ON C04 ER PAINTE3/4' TRIM NAIL PAINTED S.S. F' CHANNEL CAN 8E PAINTED S.S. 48' -FASCIA CAPINSTALLEDWITHTHED.C. NAIUNG FLANGE UP OR 3/4' X 1/4- DOWN CROWN STAPLE SOFFIT -max. 16-inch spar. WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA DETAIL ALC15001 FL12194-R3 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 attnbutes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail T t TRIM NAIL FASUA BOARD PUNTED SS FASCIA CAP SOFFIT rq CROWN STAPLE OPEN RAFTER FASCIA BOARD I-J. CRO STAPLES SOFFIT L FASCIA DUN! A DIAMO;ID 16F-2 & PATTERN; REFER TO DETAIL SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETAP S OF CAP; REFER To i0 SOFFIT i FASOA F' CNAFNEL OETAR. 9- 3IB i SOFFn; MAX. IS' L — SPAN H SUBSTRATE \ SOFFIT STAPLE DIAMOND PATTERN ALClSO01 FL12194-R3 Page 7 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. f CREEK TECHNICAL SERVICES, LLC 16J-1 No. I Installation Detail 3/4' X 1/4' CROWN STAPLE -24' ON CtMER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4' TRIM NAIL — PAINTED S.S. 48' O.C. SOFFIT —:oast. 16-inch span ALUMINUM COILS, INC Soffits Appendix B J n„orr.11" ` ; SOFFIT STAPLE DIAMOND PATTERN DETAIL FACIA BOARD ASCIA CAP '• 3/4' X Ile CROWN FACIA BOARD STAPLE 'B' ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. FASCIA CAP 3/4- x I/4' cRowN STAPLE SOFFIT SOFFIT & FASCIA DETAIL ALC15001 FL12194-R3 Page 8 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration -for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail t I- TRIM NA!L FASCIA BOARD PANTED S.S. I-..? STAPLES —FASCIA CAP Uwa A DIAMOND ` SOFFIT PATTERN: REFER Tit GROWN STAPLE SOFFIT STARE DIAM90 PATTERN OEtAn. t TRIM NAIL PAWED $S. FASCIA BOARD SOFFIT & FASCIA 24F-1 & OETAIL 24F-4 fai' CROWN STARE r_ FASCIA [AP; REFER / \ TO SOFFIT A FASCIA \ DETAIL umueal rat' SrP 3/e Batten Anchored to SOFFIT: MAX 21." F-ENANICEL Ratlera wth me 7d L LI Ring Shank Nan at lWOODSUBSTRATE teary Ratter \ SOFFIT STAPLE DIAMOND PATTERN ALC15OO1 FL12194-R3 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I- TROT NAn\ FASCIA BOARD PANTED SS 1-1- SMOOTM SMAXI[ o—FASCIA CAP ROOF NAILS SOFT Irx1' EROMN STAPLE 1 L` TRPf NAIL FASEA BOARD PAN'TEO SS. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 Yrt [ROMII STAPLE FASCIA CAP. REFER TO SOFifT & FASCIA DETAIL Noamal rxr STP Gallen Anchored to SOFFIT; MAX. 2V F-MONEL Ratters Qle am Id Ring shack Nab at every Rafter WOOD SUBSiRAtE ALC15001 FL12194-R3 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I{' 1RNI NAL FASCIA BOARD PANTED S.S. ILEA i- T-RA4S I I ,—FASCIA CAP SOFFR CROWN STAPLE I{• "n NAIL FASCIABDA9OPANTEDSS. II SOFFIT & FASCIA 24F-3 & DETAIL 24F-6 1'q- CROWN STAPLE FASCIA CAP:IKFER TO SOFFIT & FASCIA I DETAIL RemaW r.r SrP F-CNAN.'RL Rattan Anehered to SOFFIT; MAX. 21.' Rafters V11h one Id Reg Sbank W at ererT Rafter MAS0.4B1f ALCIS001 FL12194-R3 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. f CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS. INC Soffits Appendix B System No. Installation Detail 1 I' TRIM NA FASCIA BOARD aaiEO SS, r' OHM STAPLESSTAPLES FASCIA [AP USING A DIAMOND SOFFITPATTERN: REFER TD CANTILEVERED red" CROWN STAPLE SOFFIT STAPLE RAFTER0I0.000 PATTERN pl:'Taq FASCIA BOARD SOFFIT & FASCIA I }- TRIM NAL PAWED S.S. DETAIL 24J-1 & r¢• CROWN STAPLE 24J-2 FASCIA CAP; REFER TO SOFFIT FASCIA DETAIL saoeee n srA SOFFIT: rJ1x. Tt' f 3/e J•[MaNla:l Ah cri 1) 70 tsr=k c9Atste (1)70 rtt^ysMser7aotta;tq nsFen tTt! ltfI NU rsfWory I WOW suesTRAre ft b (2iMmrMnayalno To nrq span. tup+mataoee rn 1 eater sifts of &a tMtWh a ttt W71wraYr rnegnelbn SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194-R3 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKC14- TECHNICAL SERVICES, LLC DESIGN WIND LOADS ALUMINUM COILS, INC Soffits Appendix C The following tables provide design wind loads for components and Gadding in accordance with Section 1609.1 of the FBC and ASCE 7-10 under the following provisions: 1. Wind speeds for risk category 1, 11, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B. C. and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-fe or less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Ka = 0.85 7. Vuit is shown in the tables below. Design pressures are multiplied by 0.6 in accordance with Section 1610.9.4 of the FBC. 8. Projects with mean roof heights greater than 60-ft shall be evaluated by a licensed design professional. 9. Zones 4 and 5 shall be defined as shown below. Dimension "a" shall be 10% of the least horizontal dimension or (0.4 x Mean -Roof Height), whichever is smaller, but not less than either 4% of the least horizontal dimension or 34 ALC15001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean Roof Height ft Basic Wind Speed mph) 120 i30 140 150 160 170 180. 190 200 Enclosed 4 20 16.9 19.8 22.9 26:3 30.0 33.8 37.9 42.2 46.8 25 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 30 16.9 19.8 22.9 26.3 30.0 33.8 37.9 42.2 46.8 40 18.3 21.5 24.9 28.6 32.5 36.7 41.2 45.9 50.8 50 19.5 22.9 26.5 30.5 34.7 39.1 43.9 A8.9 54.1 60 20.5 24.0 27.8 32.0 36.4 41.1 46.0 51.3 56.8 Negative Loads) 5 20 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 25 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 30 20.8 24.4 28.3 32.5 37.0 41.7 46.8 52.1 57.8 40 22.6 26.5 30.7 35.3 40.1 45.3 50.8 56.6 62.7 50 24.1 28.2 32.8 37.6 42.8 48.3 54.1 60.3 66.8 60 25.3 29.6 34.4 39.5 44.9 50.7 56.8 63.3 70.1 Enclosed 4 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26A 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 1 121 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 1 17.8 1 20.5 23.3 26.3 1 29.5 1 32.9 36.4 ALC15001 FL12194-R3 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix C Design Wind* Pressures for S6trds in Exposure C Building Type Zone Mean Roof Height (ft Basic Wind Speed rn h 120 130 140 150 160• 170 1:80 190 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.9 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5Negative Loads) 5 20 26.7 31.4 36.4 41.8 47.5 53.7 60.2 67.0 74.3 25 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.6 30 29.1 34.2 39.6 45.5 51.8 58.4 65.5 73.0 80.9 40 30.9 36.3 42.1 48.3 54.9 62.0 69.5 77.5 85.8 50 32.4 38.0 44.1 50.6 57.6 65.0 72.9 81.2 89.9 60 33.6 39.4 45.7 52.5- 59.7 67.4 75.5 84.2 93.2 Enclosed 4 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 40 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4Positive Loads) 5 20 13.9 16.3 18.9 21.7 24.7 27.9 31.2 34.8 38.5 25 14.5 17.0 19.7 22.6 25.8 29.1 32.6 36.3 40.3 30 15.1 17.7 20.6 23.6 26.9 30.3 34.0 37.9 42.0 401 16.0 18.8 21.8 25.1 28.5 32.2 36.1 40.2 44.5 50 16.8 19.7 22.9 26.3 29.9 33.7 37.8 42.1 46.7 60 17.4 1 20.5 1 23.7 1 27.2 1 31.0 35.0 1 39.2 1 43.7 48.4::j ALC15001 FL12194-113 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. M CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure D Building Type Zone Mean Roof Heiht ft Basic Wind Speed mph)' 120 130 140 150 160- 170 180 190 200 Enclosed Negative 4 20 26.0 30.5 35.4 40.6 46.2 52.2 58.5 65.2 72.2 25 27.0 31.6 36.7 42.1 47.9 54.1 60.6 67.6 74.9 30 27.9 32.8 38.0 43.6 49.6 56.0 62.8 70.0 77.5 40 29.4 34.5 40.0 45.9 52.2 1 -58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed Positive 4 20 16.7 19.5 22.7 26.0 29.6 33A 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Loads) 5 20 16.7 1 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9. 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 1 50.6 56.1 ALC15001 FL12194-R3 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 attnbutes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 318" F-Channel 3/8" J-Channel 3/8" 3/4" 1/8" HEM 1 5/8- T H3/l4" 1 3/8' ISOMETRIC v1Ew 3W PROFILE ISOMETRIC VIEW 3/r PROFILE ALUMINUM COILS, INC soffits Appendix D ALC15001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 C20-3. 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. qAMI CREEK TECHNICAL SERVICES, LLC Fascia 5 3/4" 7/8" 1/8" HEM 6"FASCIA 7' BLANK r 1/4" ISOMETRIC VIEW ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194-R3 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. 5i GREEKNOW TECHNICAL SERVICES, LLC 16" 04 Soffit 18' BLANK 3 / 8 PROFILE U25 REF. so TVP. G GG000 Do00lu D D 0 0 D D GOGo GOGDGDoi00000 wee dttrro a mou rnn, er n nOWFJ6 : DNlRD N SWE OIRECi011 K aaSj ALUMINUM COILS, INC Sofrrts Appendix D ALC15001 FL12194-R3 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. M CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit vD ria 3 uo rra- va- 5/16" 1/2- 1/2" 1/2" 1/2" 1/2" 3/4" 3/8' 13.75" BLANK 3/8" PROFILE 2625 W. 50 TIP. 0.125 M. ALUMINUM COILS, INC Soffits Appendix D D DDODD DDDD OODDDD DDDDD e 0 0 0 D D D— D0000 M IPoMR PAM" mg ae_n 4M FOALED 01 599 WRWM, AS MW, END OF REPORT ALC15001 FL12194-R3 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. 4/28I2017 r 1^+:.• tt 'r fl.P.1,IC 1f.i,% ti t:9`.1° a) , aCIS Home Log In User Registration Hot Topics Product Approval j USER: Public user L Florida Building Code Online Y If I F{tl-h, f1 4ji1C3f 7 .: y;; r93};-..I II;nl14 y/ .r„r. b'!•Fiul Submit surcharge I Slats A fads I Publications I faC Staff I SCIS site Map I Links I Search Product Appmval Menu > Product or AodlraUen Search > Application ust > Application Detail FL # Application Type Code Version Application Status Comments Archived Oroduct Manufacturer Address/Phone/Emall I f Authorized Signature Technical Representative Address/Phone/Email I .. Quality Assurance Representative 11 Address/Phone/Emall Category Subcategory A.'I. 1 '. Compliance Method I Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity 1 Quality Assurance Contract Expiration Date it •• Validated By i Certificate of Independence i • I .. httpsJ/www.floridabuild FL5444-R10 Revision 2014 Approved CertainTeed Corporation -Roofing 18 Moores Road Malvern, PA 1935S 610) 651-S847 mark.d. harner@saint-gobaln.com Mark Harrier mark.d.harner@salnt-gobaln.com Mark D. Harrier 18 Moores Road Malvern, PA 1935S 610) 6S1-5847 Mark.D.Harner@saInt-gobaIn.com Roofing Asphalt Shingles Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report - Hardcopy Received Robert Nleminen PE-S9166 UL LLC 03/09/2020 John W. Knezevich, PE li Validation Checklist - Hardcopy Received FL5444 R10 COI 2016 01 COI Nleminen.odf Referenced Standard and Year (of Standard) Standard ASTM 03161, Class F ASTM D3462 ASTM D7158, Class H Equivalence of Product Standards Certified By Sections from the Code ing.orgtpr/pr app dtt.aspx?param=wGEVXQwIDgtahlgO7CSsoycOrl28CcpCJinUeXwTiibKvIUzOW4hL8w%3d%3d Year 2009 2009 2008 W 4/2812017 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option O 12/08/2016 12/14/2016 12/15/2016 02/07/2017 Summary FL # Model, Number or Name Description. 5444.1 CertalnTeed Asphalt Roofing 3-tab, 4-tab, strip (no -cut-outs), laminated and architectural Shingles asphalt roof shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL5444 R10 II 2016 12 FINAL ER CERTAINTEED Asphalt Approved for use outside HVHZ: Yes Shingle FLS444-1110.odf Impact Resistant: N/A Verified By: Robert Nleminen, PE PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section S for Umits of Use Evaluation Reports FL5444 R10 AE 2016 12 FINAL ER CERTAINTEED Asphalt Shlnale FL5444-R10.Ddf Created by Independent Third Party: Yes Chi Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-IB24 The State of Florida Is an AA/EEO employer. Copyright 2007.2013 State of florlde.:: Privacy Statement :: Accesslbij - Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.139S. 'Pursuant to Section 4SS.27S(l), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 4SS, F.S., please dick b=. Product Approval Accepts: Credit Card Safe https:UWww.floridabuilding.orgtprlpr app dU.aspx?param=wGEVXQwtDgtahlgO7CSsoycOrl28CcpCJinUeXw7ibKvlUzOW4hL8w%3de/aid 212 EXTERIOR RESEARCH & DESIGN, LLC. 1 1,. Certificate of Authorization #9503 TRINITY I ERD 3S3 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT CertainTeed Corporation Evaluation Report 3S32.09.05-Rii 20 Moores Road FL5444-R10 Malvern, PA 19355 Date of Issuance: 09/22/2005 Revision 11: 12/08/2016 SCOPE: This Evaluation Report Is Issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials In the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the Sth Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1S07.2.7.1 / R90S.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed In advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or Its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nleminen, P.E. Florida Registration No. 59166, Florida OCA ANE1983 The facsimile seal appeaftnj was authorized by Robert Nleminen, P.E. an 12IM/2016. This does not serve as an etectronluUy signed document Signed, sealed hardcaples have been transmitted to the Product Approval Adminktratc r and to the named diem CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial Interest In any company manufacturing or distributing products it evaluates. 2. Trinityl ERD Is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial Interest In any company manufacturing or distributing products for which the evaluation reports are being Issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest In any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nleminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, Is/was used for permitting or design guidance unless retained specifically for that purpose. C . 1 z.) TRINITY (ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertalnTeed Asphalt Roofing Shingles, as produced by CertalnTeed Corporation, have demonstrated compliance with the following sections of the St" Edition (2014) Florida Building Code and St" Edition 2014) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D3161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O08 3. REFERENCES: Entity Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL(TST 1740) ASTM D3161 99NK26506 11/23/1999 UL (TST 1740) ASTM 03161 03CA12702 05/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL (TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 OSNK07049 04/15/2005 UL (TST 1740) ASTM D3161 05NK16778 05/12/2005 UL (TST 1740) ASTM 03161 05CA16778 OS/12/2005 UL (TST 1740) ASTM 03161 05NK14836 05/22/2005 UL (TST 1740) ASTM D3161 05NK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM 07158 GSNK08037 06/28/2006 UL (TST 1740) ASTM 03161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D71S8 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & 07158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM 071S8 TGAH.11684 04/22/2014 ULLLC (TST 9628) ASTM 03161 & D3462 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, D3462 & 07158 4786S70717 12/16/2015 UL LLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & 071S8 4787380356 10/26/2016 ULLLC ( TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC(TST 9628) ASTM D7158 47873803S7 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Design, U.C. Evaluation Report 3532.09.05-1111 Cerd lcote of Autharttodon tt9S03 FBC NON-HVHZ EVALUATION FLS444-RlO Revision 11:12/ 08/2016 Page 2 of 12 Cam_' J TRINITY I ERD 4. PRODUCT DESCRIPTION: 4.1 CT20"", XT" 25, XT" 30 and XT'" 301R are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia'", Belmont'", Carriage House Shangle*, Grand Manor Shangle°, Landmark'", Landmark'"" IR, Landmark""Pro, Landmark' Premium, Landmark'" TL, Landmark' Solaris and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGate"" is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake', Presidential Shake— IR, Presidential Shake TL'" and Presidential Solaris' are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras^", Highland Slate'" and Highland Slate' IR are Fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge'", Shadow Ridge', Cedar Crest", Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity(ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, Is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVH2 5.3 Fire Classification Is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: 5.4.1 All shingles noted herein are Classified In accordance with FBC Tables iS07.2.7.1 and R90S.2.6.1 to ASTM D3161, Class F and/or ASTM D71S8, Class H, indicating the shingles are acceptable for us in all wind zones up to V„d = 150 mph (V,,It = 194 mph). Refer to Section 6 for Installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & flashing Sealant, applied as specified in manufacturer's application instructions, for use In wind zones up to V,sd =150 mph (V It =194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D71S8 indicates the measured uplift resistance (RT) for the CertainTeed asphalt roofing shingles listed In Section 4.1 through 4.6 (except Presidential Solaris') exceeds the calculated uplift force (FT) at a maximum design wind speed Of V.,d = ISO mph (V„ it = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the installation procedures detailed In this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. 5.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-fill CertlJkate of Authorhadon #9503 FBC NON-HVH2 EVALUATION FL5444-RlO Revision 11:12/08/2016 Page 3 of 12 r TRINITY, ERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC iSO7.2 / R90S.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 61G20-3, per FBC Sections 1S07.2.3, 1507.2.4 or R905.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published Instructions, using minimum four (4) nails per shingle in accordance with FBC 1SO7.2.7 or Section R90S.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC iSO7.2.6 or R90S.2.S. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. 6.4 a20TMr, XT'" 25, XT" 30, imm 30 IR: LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH ( 305inn) (305 mm) (305 mm) Use four nails and six spots of asphalt roofing cement" for every fall sldnglb (Figure 11-4). Asphalt roofing cement mceting AM 04586 l+1" (25 =m) — Sealant 1"(25m6) Type It is suggested. 5 sh" (145 mm) 1 — 5rlro6m r--- ---- ---ter 1 - METRIC 131ha" 131h" 131/e" — — floating Cement 1 ' (25 mm) Sealant 1" (25 mm) Apply 1"(25 mn) cols of asphalt roofing cement J — — — — — — — — under each tab career. g 1h figum 11-4: Umfoar n4*andUx spots ofaspWl orsnen/on sleep slop& f •CA1 TION: Excessive use of roofing cement can cause shingles to blister. @'gum 11.3: UseJournalkfor—ryfulf sblrrlie 6.4.1 Hip & Rldee for CT20-, XT' 25, XT"' 30, XT- 30 IR: Cut Shingles 25 mnjrl 11 1 2" (50 mm) I, Remove II 11 n—,— 305mn)( -- f 12" 305YI mCapCap Shingle Shingle 'tic gho\l figure //-24.•44 fobs, AM Min back to umke Mp sGlN& ( 1101 Now 06 Englub 41meuslons sbouut). Rpm /1.25: /nddlallon ofenpt long Ike hips and ringm. 6.4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic° NPiTM" adhesive or Henkel "PL® Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.OS•Rll Cerd leate olAuthodfrodan 09S03 FBC NON•HVH2 EVALUATION FLS444-Rio Revision 11:12/08/2016 Page 4 of 12 6.S 6.5.1 TRINITY I ERD I ARCADIA`- I LOW AND STANDARD SLOPE STEEP SLOPE Use SIX nails; for even' filll shingle InciaLd :Ls shorn below: Use SIX nalls :and Fflliit sp"xs of asphalt mofng content for even full shingle ns shown heIow..tppIy :uphnh roofing eemclu 1"(25 tank) from edge of shingle. Aspiwlt roofing cen,ent meeting Nint D -686 Time II is stiggesiLd. a' RS mml I' (E mmy — kill LL+i t'QSaml 1'12 ie,Figure oU a tar nailsforrnfi F9gtnr, i: Ilse sIx malls mul four slxjls of aspbull ronllaiq cexteul an sleip slopes. Hip & Ridge for Arcadia': Cedar Crest*", Cedar Crest'" IR Use two (2), minimum M-inch long fasteners per shingle. For the starter shingle, place fastener 1-Inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-inch up from Its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastica NPV4" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line X to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and Install nails. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. Exterior Research and Design, U.C. Certlfleete of Autherhotion #9S03 FBC NON-HVH2 EVALUATION Hand - seating adhesive 1l4" 4. 1° Dab of asphalt I cementbetween1„ shinglelayersEvaluation Report 3S32.09.0S-R11 FLS444• RIO Revision 11:12/08/2016 Page 5 of 12 6.6 TRINITY I ERD BELMONTm: Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21:12): Use SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle, asphalt roofing cement— for every full located as shown below. Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. I « 1 See below. Asphalt roofing cement meetingrASTMD4586TypeIIissuggested. o Add,timal mile d rrgired SSW tz2ocun) sw (16mmt avd, IO"d } " Roolirg teamed •^ 6.6.1 Hip & Ridge for Belmont'": 6.6.1.1 Option 1: Refer to instructions herein for Cedar Crest"', Cedar CrestV" IR hip and ridge shingles. 6.6.1.2 Option 2: Shangle° Ridge Figure 17.1& Sbn» gale" Ridge. 181 Exposure Remove tape I from the right side and fasten - SECOND Fasten thef f left side 85/9. ' RIGHT FIRST LEFT rlgure 17-19: Llslallallon of sbangloO Ridge shingles on Lips and ridges 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic° NP11"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", In accordance with CertainTeed requirements. Exterior Research and Oeslgn,LLC. Evaluation Report 3532.09.05-fill Certyleate olAuthorhaden p9Sr03 FBC NON-HVH2 EVALUATION FL5444•R10 Revision 11:12/08/2016 Page 6 of 12 1 ERDTRINITYI 6.7 CARRIAGE HOUSE SHANGLE® AND GRAND MANOR SHANG1.0- LOW AND STEEP SLOPE STANDARD SLOPE Use stwen nails and three spats of arythalt roofing; cement for every Use'five nails for ever}• fullSII ngle. NO Grund Minor .%moc. (1,4• fire nails and three: spots of wishall using cement for every full Carrluge Ilouse Shangle and Centennial Slate. Apply asphalt roofing cemcal V (2i min) front t e. of shingle Flgan, 17.5). Asphalt roofing cement mltitiUng AS 11145861 lxr it t _ g- is suggested. L -- RS min) I (7 s mml 5NF- E 51A" WR.. fl.g 16mm) ( Maim) I•mm1. 7gurs17• t1!seJGe aallrjar arty fill Brm+lAlauorSlxtngla, gyg- Grrrhrgellar+ wS(wngla.nr4aknuiafSlrrle (18mm m) 125mm) T fVum 173: Wen hwafthrg Cnml dlaaar.Sbnag/nt nn steep da/rs. tmaoran ads and /h+rt• spots ofesphidl ma/hog cement. 6. 7.1 Hip & Ridge for Carriage House Shangle° and Grand Manor Shanele: Refer to instructions herein for Shangleo Ridge hip and ridge shingles 6. 8 LANDMARKy", LANDMARK'""'IR,'L.ANDMARK m PRO, LANDMARK'm. PREMIUM , LANDMARK- T.L, LANDMARK'm SOLARIs, LANDMARK'"" SOLARIS IR, NORTHGATE: LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 14314" 12" 1--( 305 mm)- --(375 mm)—+-(305 mml- r•• er'a[c.tarcca ryuc.+..ri.*••w:: i•e.wvsa+:.:a Reltx a Tape 1" (25 mm)-I Nallable F " koa Exterior Research and Design, U.C. Certifteate of Authorhodan M9S03 LANDMARK TL 13W 13" 131/e 343 min)- r-(330 mm)-- --(343 mm)-j I -- I" (25 mm) 1" (25 mm)-I Em— m Flgnm /; f••1: Fsrjuurr+ailsjorerr+7•fidl rblugh NorthGate: wow, Nor" 12' a 314' 12• A4EA 505 nm) 375 inn) — 005 min) -.-I f ( I5 min) Helingliets trwssmir nr'I Ire P ( 25 na 140111119 areas for low and standard dogwe (Gam 2:12 to 21:12) Hal betelen UPFer A lare:lna es s`Kmn 61Pm0. f8C NON•HVHZ EVALUATION Evaluation Report 3532.09.0 -RIL FLS444- R30 Revision 11:12/08/2016 Page 7 of 12 STEEP SLOPE Use Ax nails and four s(tnts of asphalt roofing cement for curry full laminated shingle. tier heloxv. Asphalt roofing cement should meet AiTINI 1)4586 1)1)e It. Apply I' spots of asphah roofing cement uade each corner and at about 12' to 13" In from cuch edge. METRIC DIMENSIONS I(305 mm) 1"(25 mm) Nail Area 1. For Steep 25mm, 375 mm) 1 (305 mm) LANDMARK TL I.. 25 mr ing Cement NorthGate: STEEP 12' 14-3/40 SLOPE 1—(305 mm)--a- — (375 m NAILING berme g F.71-(25 mm) „et? TRINIIY I ERD Figure 13-5.Use six nails emAfonr spots of atpbalt tooJtng cement on Steep slopes 12' 1'( 25 mm)- Roofing Cement Nalling areas for steep slopes (greater than 21:12) end " StomAalling" Nail between lower 2 nall Ines as shovrn above. 6. 8.1 Hip & Ridge for Landmark'". Landmark"AIR, landmark'" Pro. Landmark'" Premium, Landmark'" TL, Landmarky" Solaris, Landmark' Solaris IR, NorthGate: 6. 8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12' 970 8' ( 305mm) 5 415/' f 415/1e 150rrim) ( 150mm) (125mm125mm) No h for Notch for Centering centering 12' % 131l4' 305mm) tUteTop hes to' All'" Ito Notches forAlignment to Edge of the Prevbus T the Top Edge of the Pr"us 760 S( 125mm)Exposure (' m) Cap loi55R'(141mm)Exposure 196Imm) LJJJI... —f. English Dimension Metric Dimension Shadow Ridge'" Shadow RldgeTM 1, 1 mm) Exterior Research and Design, U.C. Evaluation Report 3532.09.0S-R11 C& Wlkete otAutAodwden e903 FBC NON•HVH2 EVALUATION FL5444-R30 Revision 11:12/08/2016 Page 8 of 12 Ij J TRINITY I ERD 9 27AX 250 mall 4 WI6'1126nrcn} 13 1/81, t IImo- •-(333 mm)—rI certodsg Retch I - 6 5/81 -d-6 6/ff-.I I (168 mm)I 168 mm I 13 IX f ,, 337 mm) AN theee / T Centering neldtof to top , , 131/4• Notch edge of T 8 ( 337 mm) p+avltuts caurfe ( 1 ) notches oao 7518, notches to top (194 mm) edged i revloua course. t NorthGate Ridge NorthGate Accessory 3 try) Laying Notchjell' r I osuro I fllC' It figure l3-10: Vw laying nolcbes to cenlor sbinglaa on lips and ridges, and to locale the coaxal axposure. 6.8.1.2 For ASTM D3161, Class F performance use BASF "Sonolastico NPi""" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to Instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. Exterior Research and Design, LLC. Evaluation Report 3532.09.05-R31 CertUlcote olAuthorliatlon 09503 FBC NON-HVH2 EVALUATION FL5444-R10 Revision M 12/08/2016 Page 9 of 12 TRINITY I ERD 6.9 PRESIDENTIAL SHAKE'a', PRESIDENTIAL SHAKE"" IR, PRESIDENTIAL SHAKE TLI d, PRESIDENTIAL SOLARIS'": LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use five nails for each full presidential For steep slopes, use nine nails for each full Presidential shingle and shingle as shown below. apply V diameter spots of asphalt rooMg cement under each shingle tab. Aft applying 5 nails in belwm the nailing guide Imes, apply 4 nails 1 Nailing 40' above lab cutouts malting certain tabs of overlying shingle cover nails Guide Unes (1016 min) S 114' — t:i3 mm) • R38M7M)7E 141112(362 mm) NOTE: Apply nails on painted guideline. Figure M-Q FarAzntngPrestdmllfalwesd Prrsltlatltal TZ Shake shingles on low and Amdanfslopet 1 T V dlametor asphalt rooting cement t Figure 167..- Fnelming P eslalertilal and Preshfimild r1L Shake rhlrigleS on Sleep slopes 6.9.1 Hip & Ridee for Presidential Shake', Presidential Shake" IR, Presidential Shake TL"A, Presidential Solaris""• 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles up.to the ridge (expose no more than 7a from the bottom edge of the "tooth." Fasten each accessory with two fas• teners. The fasteners must be 13/4• long or longer, so they penetrate. either 3W into the deck or completely through the deck. Presidential accessory comes In two different sizes: Accessory produced in Birmingham, AL -is 12' x 12'; Portland, OR produces 97/a' x I31/4' accessory. 6.9.1.2 For ASTM 03161, Class F performance use BASF "SonolasticO NP11" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertafnTeed requirements. 6.9.1.3 Option 2: Refer to Instructions herein for Cedar Crest"A, Cedar Crest" IR hip and ridge shingles. 6.10 I HATTERASrI": LOW, STANDARD AND STEEP SLOPE 11*11re 15•!: retornllix 11411ems.tb IAOM an lrnr and slowlanl 4opes For lour and standard elopes, use Me nails for each (ad llatenu slthtgle us stmil about. 05tron) tron)_.l Frgaa f c.l• Hnlnrina Ilurhmtdnlr(r/H ar v,p.V"p7 For stnyt slop,, We ate wile and dglu spas ar asphalt haring t+orn1(ur,:a•h lull 11.uhTAs ah1n11c As $bm"t alum. Apply 1' 251111U) 411uadt.T $Inns of rrlo(1og UMMI imru n 4fs6 Ape u 511MIN) uudrT rtrb lab coo off. Pn%"hinot lino place, Mr not c\pb&C ermenl. WNW. Tun otarh ranra, uanna van rstor sitiuplrs to blisim Exterior Research and Design, U.C. Evaluation Report 3S32.09.OS-RSi erti tcate plAuthorlaaUon a9Sa3 FRC NON•HVHZ EVALUATION FL5444-R10 Revision 11: 12/08/2016 Page 10 of 12 TRINITY I ERD 6.10.1 Hip & Ridge for Hatteras"': 6.10.1.1 Option 1: Accessory for Hatteras Figure 15-14: 18 three-piece snits separate•to wake 54'Hattems Accem ry•shinglex 6.10.1.2 Option 2: Cut Hatteras Shingles 9 230 m I I en a.. 113,.(460in' 1g ti 12031nrin) _—_ 5 de%5 1 460mm) 1 Cap Cap Shingle Shingle Cap Shingle Cap Shingle 12 tnl\ PJgrae 15- 20.• Cut Hatteras shingles to mate co er cap'. Figure 15-21: InstalIaHon of cap"s alonghips and ridgm 6.10. 1.3 For ASTM 03161, Class F performance use BASF "Sonolastic"' NP11"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLANDS LATE'" HIGHLAND SLATE'" IR: LOW AND STANDARD SLOPE STEEP SLOPE: r or r r Ilse FIVR nails and RIGfIT spots of G.Vbdt rooting cement• for ew.b full Highland Slate shingle. For htiami•Dade, SIX rialls are required. Apply V diameter spots of asphalt tooling ceinetd under each lab eia t nr+;.mom corner. Mphalt roollng cement meeting ASIM D4i861ypc 11 is suggested. A4mi-0rb aquM fint near thonWb WdIsd am e.w brO Me" tbnm} F1,01M II-.1. use FIVE nalkforevay HlgGlorrd SyalO shfusla r r r r aermr' pbM fa•d 1 0 Rrr pS mp Tu^. Ibn. oeaeregr4m ,, a6rtm1 a"" a aIXrde(Iwrob t• t. !• wbeewrerrer "' -'LL Meul"rtwnl noetlnp Come F/griro I 34- W RW halls aid ergbl spok ofarpWI Mgl/ng amnerl aridarencb lab corner. CAUTLON: 8xcessire use of rooting cement can cause sldugles to blister. 6.11. 1 Hip & Ridge for Highland Slate'", Highland Slate'"' IR: Refer to instructions herein for Cedar Crest'", Cedar Crest"A IR or Shangle Ridge"" hip and ridge shingles. Exterior Research and Design,LLC. Certiftcate of Authorhadon d9S03 FEIC NON-HVH2 EVALUA71ON Evaluation Report 3S32.09.05-R11 FL5444-RSO Revision 11: 12/08/20M Page 11 of 12 6.12 PATRIOT—: LOW AND STANDARD SLOPE Ll<e r01fR nail~ for curry full shingle lout(ed ws shown below. S Unl 1. 25rtnlrrlldl TRINITY I ERD Use F(AIR nails and fimr spo(s of asphalt roofing mueol for ccrlT full shingle as shoos bcloe: Asphalt rwriing cement meeting ASTM t 45WI ljpe If is saggmkd. Apply 1'(25 nun) slw(s of asph:d( rtx4ng umun w- shown. CAUTION: Excessive use of moving c mien(ean cause shingks to blister. 1159am1 I t " (3 ceTnl —j— -I- l — 1 i _ _-----r T I:lr41* h :i aoonnp enmenl Ndm Imml (urar'i 6.12.1 Hip & Ridee for Patriot'": Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR, Shadow Ridge'", NorthGate or Shangle Ridge" hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed In FBC Table iS07.2.7.1 / R90S.2.6.1. 8. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC— QUA9625; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report 3S32.09.OS-Rll Cerrryleate plAuthoritation 09SO3 FBC NON-HVHZ EVALUATION FLS444•RIO Revision 11:12/08/2016 Page 12 of 12 EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 4= I ERD OXFORD, CT 06478TRINITY PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT CertainTeed Corporation Evaluation Report 3532.09.05-1111 20 Moores Road FL5444-R30 Malvern, PA 19355 Date of Issuance: 09/22/2005 Revision 11: 12/08/2016 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the Sth Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: CertainTeed Asphalt Roofing Shingles. LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1 / R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. TrinityJERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 12. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facslmge seal appearing was authorized by Robert Nleminen, P.E an 1210g/2016. This does not serve at an elecuordally signed document. Signed, tested hardcoples have been transmitted to the Product Approval Administrator and to the named cgent CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it Intend to acquire or will It acquire, a financial Interest In any company manufacturing or distributing products it evaluates. 2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial Interest In any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nleminen, P.E. does not have, nor will acquire, a financial Interest in any other entity Involved In the approval process of the product. S. This is a building code evaluation. Neither Trinity) ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. r rfT INITY I ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertalnTeed Asphalt Roofing Shingles, as produced by CertalnTeed Corporation, have demonstrated compliance with the following sections of the Sth Edition (2014) Florida Building Code and St" Edition 2014) Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5, R90S.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1, R90S.2.6.1 Wind Resistance ASTM D3161, Class F 2009 1507.2.7.1, R905.2.6.1 Wind Resistance ASTM D7158, Class H 2O08 3. REFERENCES: faiint Examination Reference Date UL (TST 1740) ASTM D3161 94NK9632 05/15/1998 UL (TST 1740) ASTM D3161 99NK26506 11/23/1999 UL(TST 1740) ASTM D3161 03CA12702 OS/27/2003 UL (TST 1740) ASTM D3161 03CA12702 06/16/2003 UL(TST 1740) ASTM D3161 03NK29847 10/03/2003 UL (TST 1740) ASTM D3161 04CA11329 05/24/2004 UL (TST 1740) ASTM D3161 04CA32986 12/03/2004 UL (TST 1740) ASTM D3161 05NK07049 04/1S/2005 UL (TST 1740) ASTM D3161 OSNK16778 05/12/2005 UL (TST 1740) ASTM D3161 OSCA16778 OS/12/200S UL (TST 1740) ASTM D3161 OSNK14836 05/22/200S UL (TST 1740) ASTM 03161 OSNK22800 06/22/200S UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D7158 OSNK08037 06/28/2006 UL (TST 1740) ASTM 03161 & 03462 09CA28873 07/23/2009 UL (TST 1740) ASTM 03462 IOCA41303 10/07/2010 UL (TST 17401 ASTM D3161 10CA41303 10/08/2010 UL (TST 17401 ASTM D7158 IOCA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM 03161, 03462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFW2.R684 04/22/2014 UL LLC (TST 9628) ASTM 071S8 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & 03462 4786570826 02/12/201S UL LLC (TST 9628) ASTM 03161, D3462 & D7158 4786570717 12/16/2015 ULLLC (TST 9628) ASTM D3161 & D3462 4787195678 02/09/2016 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 4787380356 10/26/2016 UL LLC (TST 9628) ASTM D3462 4787380357 10/13/2016 ULLLC ( TST 9628) ASTM D7158 4787380357 11/08/2016 ULLLC (TST 9628) ASTM D3161 4787380357 11/09/2016 UL LLC (QUA 962S) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Design, U.C. Evaluation Report 3532.09.OS-Rll Cerupcote of Authortrallon a9S03 FBC NON-HVH2 EVALUATION FL5444-R10 Revision It:12/ 08/2016 Page 2 of 12 J TRINITY IERD 4. PRODUCT DESCRIPTION: 4.1 CT201", XT'" 25, XT'"" 30 and XT" 30 IR are fiberglass reinforced, 3-tab asphalt roof shingles. 4.2 Arcadia"', Belmont"", Carriage House ShangleO, Grand Manor Shangle•, Landmark"', Landmark'" IR, Landmark'" Pro, Landmark'" Premium, Landmark'" TL, landmark' Solarls and Landmark'" Solaris IR are fiberglass reinforced, laminated asphalt roof shingles. 4.3 NorthGatel" Is a fiberglass reinforced, laminated, SBS modified bitumen roof shingle. 4.4 Presidential Shake'", Presidential Shake"' IR, Presidential Shake TL"" and Presidential Solaris'" are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras", Highland Slate"" and Highland Slate'" IR are fiberglass reinforced, 4-tab asphalt roof shingles. 4.6 Patriot" is a fiberglass reinforced asphalt roof strip -shingle (with no cut-outs) providing a laminated appearance through an intermittent shadow line with contrasting blend drops for color definition. 4.7 Presidential Accessory, Accessory for Hatteras, Shangle Ridge"', Shadow Ridge"", Cedar Crest'", Cedar Crest'" IR, NorthGate Ridge and NorthGate Accessory are fiberglass reinforced accessory shingles for hip and ridge installation. 4.8 Any of the above listed shingles may be produced in AR (algae resistant) versions. 5. LIMITATIONS: S.1 This is a building code evaluation. Neither Trinity)ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVH2 5.3 Fire Classification Is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Wind Classification: S.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1S07.2.7.1 and R90S.2.6.1 to ASTM D3161, Class F and/or ASTM D71S8, Class H, indicating the shingles are acceptable for us in all wind zones up to V.,d = 150 mph (V„it = 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 Presidential Accessory, Accessory for Hatteras, Shangle Ridge, Shadow Ridge, Cedar Crest, NorthGate Ridge and NorthGate Accessory hip & ridge shingles have been evaluated in accordance with ASTM D3161, Class F. All except NorthGate Ridge and NorthGate Accessory require use of BASF Sonolastic NP 1 adhesive or Henkel PLO Polyurethane Roof & Flashing Sealant, applied as specified in manufacturer's application Instructions, for use in wind zones up to V.,d =1S0 mph (V,dt =194 mph). 5.4.3 Classification by ASTM D71S8 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.3.1 Analysis in accordance with ASTM D7158 Indicates the measured uplift resistance (RT) for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Solaris') exceeds the calculated uplift force (FT) at a maximum design wind speed of V.,d = 1S0 mph (V„It = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof height less than or equal to 60 feet. The shingles are permissible under Code for installation in these conditions using the Installation procedures detailed in this Evaluation Report and CertainTeed minimum requirements, subject to minimum codified fastening requirements established within any local jurisdiction, which shall take precedence. S.5 All products in the roof assembly shall have quality assurance audits in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.OS-Rll CerdJhate of Authorhadon 09503 FBC NON-HVHZ EVALUATION FLS444-RIO Revision 11:12/08/2016 Page 3 of 12 l TRINITY I ERD 6. INSTALLATION: 6.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R90S.2 and the shingle manufacturer's minimum requirements. 6.1.1 Underlayment shall be acceptable to CertainTeed Corporation and shall hold current Florida Statewide Product Approval, or be Locally Approved per Rule 614320-3, per FBC Sections 1507.2.3, 1507.2.4 or R90S.2.3. 6.2 Installation of asphalt shingles shall comply with the CertainTeed Corporation current published Instructions, using minimum four (4) nails per shingle in accordance with FBC 1507.2.7 or Section R90S.2.6 and the minimum requirements herein. 6.2.1 Fasteners shall be in accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or 11905.2.5. Staples are not permitted. 6.2.2 Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 6.3 CertainTeed asphalt shingles are acceptable for use in reroof (tear -off) or recover applications, subject to the limitations set forth in FBC Section 1510 and CertainTeed published installation instructions. 6.4 I. CT20'-, XT- 2S, XT- 30, XTr." 301R: ; LOW AND STANDARD SLOPE STEEP SLOPE ENGLISH 12" 12" 12" Use four nails and sit spots of asphalt roofing cemenN for every full 305 mm) (305 am)-+ (305 mm) shingle (Figure 11-4). Asphalt roofing cement meettng AMD4586 1" (25 mm) — Sealantlant t"(25 ma) M 'type 11 fs suggested. i --- 1 5 $/a" (145 nun) 5t/P"pyNoi&wd r--- —___ ___T T ot METRIC M 131A" T 131N, Roofing Cemenl Sealant (25 mm) Apply 1" (25 mn) spots of asphalt roofing cement 1 _ _ — undo each fob corner. 6 r/r' Figure 1l-l• Usefourndk and stsspotsofaspGsll contort on'sleep slops CAUTION: Excessive use of roofing cement can cause shingles to buster. Figure 11-3. Usepurnnilsfor-7fugsbingk 6.4.1 Hip & Ridse for CT20'". XT'" 2S. XT'" 30, XTI 30 IR: Cut Shingles V. ( 25mmJ 1 I I 2 (50mm) Rtmove^ mr Il 1 1 j1 5.._12" (305m) I i 11 (f25MM) twA tT' Cap Cap Cap (305 Shingle Shingle Shingle 551g gh 0 1 Figure 11-24. Girt Wn, tben bins back to tuake cap sbhtgles 6rtglisb diu mufom sboten). l Figure 11.25: lnstdtation ofeaps dong Ike hips and rtci'grm 6.4.1.1 For ASTM 03161, Class F performance use BASF "Sonolastic® NPiTM" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, I.I.C. Evaluation Report 3532.09.05-1141 Certiftare of Authottration 09S03 FBC NON-NVN2 EVALUATION FL5444-R10 Revision it: 12/08/2016 Page 4 of 12 6.5 I ARCAOIAe"': LOW AND STANDARD SLOPE Use SIX nail; for Leery fill shingle Incited as shoat hc4on: t'tBmN t'psmml-- MUM Mum f'U'uj Figure 2. G'se.Ne,mils for etr:,;t fiM shingle. I TRINITY I ERD STEEP SLOPE Use SIX n:dls and MUR spots of asphalt rooBmQ cement for ceery full Shingle as shown helm . apply asphalt eo,ding ecemceu I'(25 mum) front edge of shingle. Asphalt roofing ecencxt mieeGug ASTl11 D 4586 1}'pe II Is suyGc ted. flgas%- A L.va sly ualfs and fatir siwis of asphalt ax, rng ecarcul on steep slopes. 6.5.1 Hip & Rldee for Arcadia': Cedar Crest', Cedar Crest^' IR Use two (2), minimum Minch long fasteners per shingle. For the starter shingle, place fastener 1-Inch from each side edge and about 2-inch up from the starter shingle's exposed butt edge, ensuring minimum inch embedment into the deck, or full penetration through the deck. For each full Cedar Crest shingle, place fasteners 8-5/8-Inch up from its exposed butt edge and 1-inch from each side edge. For ASTM D3161, Class F performance use BASF "Sonolastic• NP11"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements, to hand -seal Cedar Crest shingles. Apply NP 1 or PL adhesive from the middle of the shingle's raised overlay on the top piece and extending approximately 4-inch along the sides of the headlap along a line % to 1-inch from each side of the shingle's headlap. Immediately align and apply the overlying shingle, gently pressing tab sides into the adhesive, and install nalls. To secure the other side, apply a 1-inch diameter spot of NP 1 or PL adhesive between the shingle layers. Exterior Research and Oeslgn,LLC. Evaluation Report3S32.09.05-R11 Certfilcate of Authorhatlon #9503 FBC NON•HVH2 EVALUATION FLS444•RIO Revision 11:12/08/2016 Page S of 12 fi-:R-M-rYIERD 6.6 BELMONT"'": Low and Standard Slope Steep Slope (greater than 21:12): 2:12 to 21:12): Use SEVEN nails and EIGHT spots of Use FIVE nails for every full Belmont shingle, asphalt roofing cement" for every full located as shown below. Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. ate I See below. Asphalt roofing cement meeting ASTM 04586 Type II is suggested. o A65Mmel mils Qtewire! 0 S,'d' 220 M4 1 I' 05ran} rticoling Cened 6.6.1 Hip & Ridge for Belmont': 6.6.1.1 Option 1: Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR hip and ridge shingles. 6.6.1.2 Option 2: Shangle° Ridge Figure 17-1& Sbangle" Ridge. 18, Exposure Remove tape from the right side g I and fasten SECOND theFasten left side 85 8 RIGHT FIRST LEFT FIgum 17-19. Installation of3bangl68 Rldge sbiugles on hips and ridges 6.6.1.3 For ASTM 03161, Class F performance use BASF "Sonolastic° NPift" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Evaluation Report 3532.09.05-1111 Cert111tate olAuthodiattan 09S03 FBC NON-HVH2 EVALUMION FL5444-R10 Revision 11:12/08/2016 Page 6 of 12 1% 6.7.1 6.8 CARRIAGEMOUSE SHANGLE® AND GRAND MANOR SHANGLE®: IAW AND STEEP SLOPE STANDARD SLOPE Use five halls for every full Amangle. f— a >e•' 16 mm) (220mm) fygma I7-•t: Use/Get on(!s jereer y firU timed dlarmr ckragle. Cartage! InnseSbungle.arC aelliddlSGue. 4`* TRINITY I ERD Ilse seven nails :md three rpu of asphall muting cement,for miry ftt0 Crsud M:mor Shanoe. Use five nails and ihme slwts of asphoh roofing cement G1r every full (Luduge Moose Shmtgle :rod Cen(ennial Slane. Apply asphalt roofing nnlenl V W mm) from vdgu of <Idngle F1Rnta 17.5). Asphalt r frog mmu meeting ASTM D45861y)1e II Is Suggested. L - USmnd I51a" r• - rY---- 112' mm) orlim simd F( eum 17-1- When imlrt/ling Cnrad.11nnr rSbrtnglrl on steep dopm Ilse saran nark, alit/ Ibme spots ojdspbrdl mdlldR mment. Hip & Ridge for Carriage House ShanaleA and Grand Manor Shangle: Refer to instructions herein for Shangle" Ridge hip and ridge shingles LANDMARK*'"; LANDMARK"! IR; LANDMARK*`" PRO, LANDMARK"' PREMIUM, LANDMARK'" TL, LANDMARK'm SOLAiti iLANDMARK"' SOLARIs IR, NORTHGATE: f LOW AND STANDARD SLOPE METRIC DIMENSIONS 17, 143/4" 17' 1--( 305 mm)-- +-(315 mm)— (305 mm)--{ A.` 2:1.4Y: C_: q: S' -•^..::T 1mS nit •:: Jt;t.d:h7[rt' iYa i ntm) f1de05 Tape 1"(25mm)-I 11ti' - Naileble . Area Exterior Research and Design, I.I.C. Calif leate of Authorization 09SO3 LANDMARK TL 131/ P' IT, 131/2" 1 -( 343 mm)- --(330 mm)--—(343 mm)-I I"( 25 mm) 1" (25 mm)—I J J f im1.1•4:Nsrja-rMhfornrgfillsbfdRf NorthGate: WME r 4mw IT 14 3W i2' Aro 305 mm) 375 mm) —.j f (30S mm) —I I' ( 26 mn) Nal ng Umb a potnallArt na I lea r IS mn NA In0 auras for how and standard slopos (Prom 2:12 to 21:121 Not aataaan uH:ar d borer lams as a'tmm ebmre. PBC NON-HVHZ EVALUATION Evaluation Report 3S32.09.0 -1111 FLS444- R10 Revision 11:12/08/2016 Page 7 of 12 STEEP SLOPE Use s1, nails and four spots of,spiral( roofing cemem for every fill I; ndn:ued shingle. See 1)c40% Asph:dl roofing cement should noel A&1'M 04586 1 11e If. Apply I' spots of aspludt roofing cement untie each comer and at about 12' to 13' In from ench edge. METRIC DIMENSIONS TRINITY IERD IANDMARK'TL 131/2" 13" 13t12 =• 343 mm) (330 mm) (343 mm) 1"(25 mm) 1 "(25 mm)-oJ I I 12." 143/4"— 12"— 305 mm) (375 mm) (305 mm) -- 1 25 mm) — (3155 mm) s .± L_ as t r, ru.at• s (tElrl ea i, , ay u: ai.cri. Roefing Ce nerd I"(25mrn) RdeasTeTape 1"(25mm)- — Nail Area J For Slccp + Flp 13S: Use star natla anAfour spots of V.—j aspbdlt m fing cement on steep slopes 25 mm) (25 mm' Roelina Cement NorthGate: STEEP 12" 14-3W 12' Nailing areas for stoop slopes (greater than 21:12) and "Ston"alling" Nail between lower 2 nail Ones as shown above. 6.8.1 Hip & Ridtae for Landmark'. Landmark' IR, LandmarkTM' Pro, Landmark'" Premium, Landmark," TL, Landmark' Solaris, LandmarkTM' Solaris IR, NorthGate: 6.8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12' 971W 305mm) (250 m) 7 4151Ir' 415/1B— 150mm)roso"M-0 ( 125mm) (125inm) Notch for Notch for Centering Centering 12 / —T 131/4' Igym) Notches for Algnment to ( 337mm) Notches for Alignment to Lthe Top Edge of the Previous (la 7. the Top Edge of the Previous (15 n) f pforS(125mm)Fxposurc M) L t!tt9 English Dimension Metric Dimension Shadow Ridge"' Shadow Ridge - Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.0S•R31 eertgkote of Authorkadan #9503 fBC NON•HVH2 EVALUATION FLS444•R10 Revision 11:12/08/2016 Page 8 of 12 9 2713T 2s0 mm) 4 15tt 6' (125 1:aY.1 1 Certed,.lq Ncte6 13 I/4' / 337 Rm) \ Align these / nolehcs is top 7 rig. cslgc ul (194 mm) p:protts racrw NorthGate Ridge TRINITY I ERD 13 1/8" 333 mm)--- 8 5/B'- u/B'- t68 mm I 1 mm I68 t;entednp 131M• 337 mm) Notch Align theeo notches edge of top edge of 7 516- 194mm) revlous course. NorthGate Accessory Figard 13.20, Use lrrytngnotc1w to center sbinglet on Ups and r/Aw, Ond to locate the confect exposure 6.8.1.2 for ASTM 03161, Class F performance use BASF "Sonolastic° NP11""" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.8.1.3 Option 2: Refer to instructions herein for Cedar Crest", Cedar CrestTM" IR hip and ridge shingles. Exterior Research and Design, U.C. Evaluation Report 302.09.05-r111 CerrlJkare ofAuehorhacton 09S03 FBC NON-HVHZ EVAWATION FL5444-RIO Revision 11:12/08/2016 Page 9 of 12 TRINITY JERD 6.9 I PRESIDENTIAL SHAKE*", PRESIDENTIAL SHAKE'" IR, PRESIDENTIAL SHAKE TU!", PRESIDENTIAL SOLARISTm: LOW AND STANDARD SLOPE: STEEP SLOPE: Per low and standard slopes, use five nails for each full Presidential Por steep slopes, use nine nails for each full Presidential shingle and shingle as shown below. apply I. diameter spots of asphalt rooMg cement under each shingle tab. After appWg S nails In between the naWng guide Wes, apply 4 nabs V Naulrq I«-- 40' --.I above lab cutouts maldng certain labs of overlying shingle cover Halls Guide linos (1016 mm) 5 I/4' 133mm) • • . • 141/4' 1112' 3(t min) (36 2 mm) NOTE: Apply nails on painted guideline. 1 Figure r6.6 Fastening hBddattlal and haiderdal TL Shake sbingles on low and standmd slopes is is I V diametof aspludl ruonng cement Figure 167: Fasterring Fratldentid and ftodmilal T/L SGcke shingles on steep slopes. 6.9.1 Hip & Ridge for Presidential Shake"". Presidential Shake' IR. Presidential Shake TL"". Presidential Solarls': 6.9.1.1 Option is Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shingles upAo the -ridge (expose no more than 7' from the bottom edge of the -"tooth." Fasten each accessory with two fas- tener's. The fasteners must be IMr long or longer, so they penetrate either 3/4"Into the deck or completely through the deck. Presidential accessory comes in two different sizes: Accessory produced in Birmingham,.AL'Is IV,x 12t; Portland, ORproduces•97/a- x 131/4' accessory. 6.9.1.2 for ASTM D3161, Class F performance use BASF "Sonolastic• NP11" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.9.1.3 Option 2: Refer to instructions herein for Cedar Crest"", Cedar Crest'" IR hip and ridge shingles. 6.10 I HATTERASr": LOW, STANDARD AND STEEP SLOPE: F(enra /5•33 AMA•ulaallNhnaSWrgferou tole dud llartdturl40pes For lour and sundartl duper, use Rue nails for earb full huents dthtdc n< shuuu all rlycnrn lc. r; rrtNMiap INanar.fNgtlMar p7m/IaAytrr Fur acre dtmc tw• Eno Halls and cigM slxas al nsphaa ntnnstg a•tuaa for earh full IlAteas shhtgle as sham ahmc• Apply i' Miami Naloavr qua of tonfing eeireet (d5751 D 4S8611pr It 34ij eaN) under Gault lab cluster. Prot shlu* Inlsr ldacr, the not LNpnse ccutmt. CAUTION: Too much sitting cauno oils cane shlntlra to blister. Exterior Research and Design, I.I.C. Evaluation Report 3S32.09.05•RIL Certykote o/Authortmdon NOW FBC NON-HVHZ EVALUATION FLS444-R10 Revision 11:12/08/2016 Page 10 of 12 TRINITY I ERD 6.10.1 Hip & Ridge for Hatteras'": 6.10.1.1 Option is Accessory for Hatteras Figure 15-14. 18 threa-plece units separate to make 54 Battens Awwory shingles. 6.10.1.2 Clotion 2: Cut Hatteras Shingles 230 men) I I I 46men) (203 MrMA) — —.rN. 5 d251l Cap Cap Cap Cap Shingle Shingle Shingle Shingle 124 Figure 15.20.o- cut Hatteras shhtgtes to nuike cotter' cap. F(eure 15-21: Installation o% caps along hips and ridges 6.10.1.3 For ASTM D3161, Class F performance use BASF "Sonolastic• NP11" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SLAfE'r"' HIGHLAND SLATE'"' IR: LOW AND STANDARD SLOPE STEEP SLOPE: r— r— r r Use FM nails and EIGHT spots of asphalt rooting cement* for each v".w u,e.ro v,.w ab.ro fail Highland Slate shingle. Por hfiaml•Dade, SIX nalls are required. Apply v diameter spots of asphalt roofing cement under each tab terry + comer. Asphalt tooling cement meeting AS1M D4586 type R Is suggested. sut(dai(honlam F/gam 11-•i: Use FIFE nailsforewq 1MjMand 91a10 sbi)jgk a r I o>r o„..a wr Ihm10a0"rpiku ao q saact. ''Osmet r' YrYfttl rwrerr r. aonuuani -- RootNpt:arw , Fly "re It-jk Use FIFE malls and elgbt spots ofarph It mfing tenant undareacb tab corner. CALMON: RrcessNe use of tooling cement can cause shingles to blister. 6.11.1 Hip & Ridge for Highland Slate"". Highland Slate' IR: Refer to Instructions herein for Cedar Crest', Cedar Crest'" IR or Shangle Ridge' hip and ridge shingles. Exterior Research and Design, U.C. Certlllcate alAuthorizodan 89502 FOC NON-HVH2 EVALUATION Evaluation Report 3S32.09.05-Rll FL5444-RLO Revision 11:12/08/2016 Page 11 of 12 6.12 I PATRIOT'"": LOW AND STANDARD SLOPE Use FOUR naik for cren' full shingle lucdcd :L. shown below. 43 ant Fri F rmi 1j TRINITY I ERD STEEP SLOPE L:se FOUR nails :usd four spola of aspluli roofing mmenl for ern full shingle as shown belom Asph:dl nwAkig mmenl ateefing ANrdl U4586 41)(! It is soggested. Apple 1 *(21 nxtt) rims of asph:dl nsofiug ccnsusl as shown. CA11I1ON: Iihce. site use of roofing centen(cau cause sldoglus to blister. o t- — Bo"IIaO Lmm 1 LtFB nW% +- 17-19 +ISI.r (Al rq 6.12.1 HIP & Ridee for Patriot'": Refer to instructions herein for Cedar Crest'"', Cedar Crest'" IR, Shadow Ridge'"', NorthGate or Shangle Ridge'" hip and ridge shingles. 7. LABELING: 7.1 Each unit shall bear a permanent label with the manufacturer's name, logo, city, state and logo of the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1 / R90S.2.6.1. S. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 61G20-3 CIA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC— QUA962S; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 302.09AS-Rif Certlflcate of Authortratron #9S03 FBC NON-HVH2 EVALUATION FLS444-R10 Revision 11:12/08/2016 Page 12 of 12 A 4/28/2017 Florida Building Code Online yy °. L., `.. f: •. it ?, •,.: :,. '•. •. ,,. .. .,1' .i ," titii•,V.'L:i•J,.4%' - , r t; •. I r • Y , n , • , T( • 1 '1^ 1 y I• a al '''%/ {'- : I 1 e g 1 " 1 o f IG U °'' • '' M:. .. „ iL all MR aCIS Home I Lop In I User Registration I Hot Topics I Submit Surcharge I Stats a. Pacts I Publications I FBC Staff I SCiS Slie Map I Links I Search Florida 4 Product Approval USER: Public Userdt< r Product Approval Menu > Product or Anoliratlen Sn= > Aoolirntion List > Application Detail FL * FL12328-117 Application Type Revision Code Version 2014 Application Status Approved Comments Archived t .I Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerri_eden@tamko.com Authorized Signature Carter Lea carter_lea@tamko.com Technical Representative Kerri Eden Address/Phone/Emall PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kern edenOtamko.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Explration Date 01/07/2019 Validated By Locke Bowden f Validation Checklist - Hardcopy Received Certificate of Independence FL1232S R7 COI TBP34001.3 2014 FPA TAMKO Underlavments-FINAL, DO Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2009 ASTM D226 2006 ASTM D4869 200S ASTM D6380 2003 Equivalence of Product Standards Certified By Sections from the Code httpsl/www.floridabuilding.org/pr/pr ppp dtl.aspx?param=wGEVXQwtDgtF2AezuarigOlAramDGm5eO/o2bS%2baRvkOl3ThCQrWi58TQ%3d%3d 1/4 A L Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products ' Florida Building Cade Online Method 1 Optlon D 08/23/2016 08/23/2016 08/25/2016 10/13/2016 FL # Model, Number or Name ' Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll roofing surfaced with mineral granules Limits of Use Installation Instructions Approved for use In HVHZ: No R-12328 R7 II TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other. See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO U nderlavments-FINAL. odf Created by Independent Third Party: Yes 12328.2' ASTM Tile Underlayment Coated organic underlayment Limits of Use Installation Instructions Approved for use In HVHZ: No FL12328 R7 Ii TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINACodf Impact Resistant: N/A Verified• By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Pasty: Yes Other: See evaluation report for limits of use. Evaluation Reports FU2328 R7 AE TSP14001.3 2014 FPA TAMKO U nderlavments-FINAL. odf Created'by Independent Third Parry: Yes 12328.3 Master Smooth Asphalt saturated organic underlayment. Limits of use Installation Instructions Approved for use In HVHZ: No FL12328 R7 II TSP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FiNAL.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO Underlavments-FINAL, odf Created by Independent Third Party: Yes 12328:4. Moisture Guard Plus A'self-adhering modified bitumen underlayment. Limits of Use ' Installation Instruction's Approved for use.16'HVHZ: No FL12328 R7 II TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Ye's'. Underlavments-FINAL.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure- N/A Created by -Independent Third Party: Yes ' Other: See evaluation report for.limlts of. use. • Evaluation Reports FL12328 R7 AE 7BP14001.3 2014 FPA TAMKO " U nderla vments-FINAL. odf Created by Independent Third Party: Yes 12328.5 No. 1S ASTM Limits of Use Approved for use In HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. Asphalt saturated organic felt Installation Instructions FL12328 R7 II TSP14001.3 2014 FPA TAMKO Underlavments-FINAL. odf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12328 R7 AE TSP14001.3 2014 FPA TAMKO Underlavments-FINAL, odf Created by Independent Third Party: Yes i:. . 12328.E No. 15 UL Asphalt saturated organic felt j Limits of Use Installation Instructions Approved for use In HVHZ: No FL12326 R7 It TBP14001.3 2014 FPA TAMKO f r . Approved for use outside HVHZ: Yes Underlavments-FINAL, odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 httpsl/www.floridabuilding.orglpr/pr app dtl.aspxlparam=wGEVXQwtDgtF2AezuarjgOlAramDGm5e%2bS°h2baRvk013ThCQrPNiSBTO°3d%3d 4 i 2/4 I 4/28r1017 Florida Building Code Online Design Pressure: N/A Created by Independent Thlyd Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FU2328 R7 AE TBP14001.3 2014 FPA TAMKO U_ nderlavments- FINAL, odf Created by Independent Third Party: Yes 12328.7 No. 30 ASTM Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use In HVHZ: No FL12328 R7 II TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO Underlavm ents- FINAL adf Created by Independent Third Party: Yes 12328.8 No: 30 UT Asphalt saturated organic felt Limits of Use Installation.Instructions Approved for use In HVHZ: No FL12328 R7 II TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINALodf: Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created -by Independent Third Party: Yes Other: See evaluation report,for limits of use. Evaluation -Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO Underlavments-FINAL. odf Created by Independent Third Party: Yes 12328.9 -_ TAM -FELT Alternate to ASTM D 226 _Type tl underlayment Llmfts of Use Installation Instructions Approved for use in HVHZ: No FL12328 R7 11 TSP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL, odf Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO Underlavments-FINAL. odf Created by Independent Third Party: Yes 12328.10 TW Metal and Tile Underlayment self -adhering modified'bitumen underlayment Limits of use Installation Instructions Approved for use In HVHZ:. No FL12328 R7 II'TBP14001.3 2014 FPA TAMKM Approved for use outside HVHZ: Yes Underlayments-FINAL.odf Impact Resistant: N/A Verified By: ZacharyR. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE T81314001.3 2014 FPA TAMKO . Underlavments- FINAL. odf Created by Independent Third Party: Yes 12328. 11 TW Underlayment self -adhering modified bitumen underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R7 tI TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL.odf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL12328 R7 AE TBP14001.3 2014 FPA TAMKO U nderlavments-FINAL. odf Created by Independent Third Party: Yes L2HA; t (19 Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 8SO-497-1824 The State of Florida is an AA/EEO employer. Coovdaht 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :; Refund Statement Under Florida law, email addresses are public records. if you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact SSO.487.139S. *Pursuant to Sedfon 455. 275(t), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 4SS, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine If you are a licensee under Chapter 4SS, F.S., please dick IiM. Product Approval Accepts: iR httpslAmww. Ooridabuilding.orglpr/pr app dtl.asps?param=wGEVXQwtDgIF2AezuarjgOIAramDGmSe%2bS%2baRvkOl3ThCQrIWiSBTQ%3d%3d 314 4n8r2on Florida Building Code Online Credit Card Safe httpsJ/www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtOglF2AezuarjgOIAramOGmSe%2bS%2baRvkOl3ThCOrIWI58TQ%3d%3d 4/4 Cerfifrcafe of Authorizationion bur Drive 9824 CREEK17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC ( 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 5T" EDITION (2014) Manufacturer. TAMKO BUILDING PRODUCTS, INC. P.O. Box 1404 Joplin, MO 64802 417) 624-6644 htto://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Issued August 22, 2016 Category: Roofing Subcategory: Undedayments Code Sections: 1507.2.3, 1507.2.4, 1507.2.8, 1507.2.9.2, 1507.3.3, 1507.4.5.1, 1507.4.5.2, 1507.4.5.3, 1507.5.3, 1507.5.3.2. 1507.6.3, 1507.6.3.2, 1507.6.5,1507.7.3, 1507.7.3.2, 1507.6.3, 1507.8.3.2. 1507.8.8. T1507.8, 1507.9.3, 1507.9.3.2, 1507.9.5, 1507.9.9 Properties: Physical properties REFERENCES EpYjjJt Report No. Standard t PRI Construction Materials Technologies (TST6049) TAP-191-02-01 REV ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2005e01 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-219-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2005e01 PRI Construction Materials Technologies (TST6049) TAP-319-02-01.1 ACC 188 2012 UL LLC (TST9628) 13CAl2269 ASTM D 226 2006 PRODUCT DESCRIPTION AND APPLICATION TAMKO® ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. Min. slope: 2:12 Application: The underlayment shall be installed with minimum 2' side laps and minimum 4" staggered end laps and in accordance with FRSA/TRI 07230 for the applications. Allowable roof coverings: Attachment of asphalt shingle valleys and day and concrete file shall be permitted in accordance with the FBC. TSP14001.3 FL12328-R7 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This -evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. C L' TAMKO BUILDING PRODCUTS. INC. G TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKOS ASTM Tile ASTM D 6380, Class M. Type II undedaymeni constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. Application: The undedayment shall be installed with minimum 2" side laps and minimum 4" staggered end laps and in accordance with FRSA/TRI 07230 for tile applications. Allowable roof coverings: Attachment of clay and concrete tile shall be permitted In accordance with the FBC. TAMKOS Master ASTM D 6380, Class S, Type IV underlayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. Application: The undedayment shall be installed along the valley In accordance with FBC requirements. Allowable roof coverings: Attachment of asphalt shingle valleys shall be permitted In accordance with the FBC. TAMKOS Moisture Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard PlusS with a mineral surfacing and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 3-1/2" side laps and minimum 6" staggered end laps. Min, application temperature: 40"F. Allowable roof coverings: Attachment of asphalt shingles and mechanically fastened concrete and clay file roofing shall be permitted in accordance with the FBC. TAMKOS No. IS ASTM ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that Is Asphalt Saturated saturated with asphalt Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKOS No. 15 UL ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be Installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TBP14001.3 FL12328-R7 Page 2 of 4 This evaluation report is provided (or State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKOS No. 30 ASTM ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay and concrete tile, slate shingles, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKOS No. 30 UL ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be Installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay and concrete tile, slate shingles, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKOSTW Metal and Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Tile Underlayment polymer film on the surface and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 4" side laps and minimum 6' staggered end laps. Min. application temperature: 40'F Allowable roof coverings: Attachment of asphalt shingles, metal roofing, and mechanically fastened clay and concrete tiles shall be permitted in accordance with the FBC. TAMKOS TW Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 4" side laps and minimum 6" staggered end laps. Min. application temperature: 40'F Allowable roof coverings: Attachment of asphalt shingles and metal roofing shall be permitted in accordance with the FBC. TAMKOS TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles shall be permitted in accordance with the FBC. TBP14001.3 FL12328-R7 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This -evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Undeliayments TECHNICAL SERVICES. LLC l r LIMITATIONS 1) This evaluation report is not for use in. the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) Wind uplift resistance In not within scope of this evaluation. 4) Installation of the evaluated product 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) Minimum application temperature shall be 50'F unless otherwise noted. Contact the manufacturer when installing at temperatures below the minimum application temperature. 6) Deck substrates shall be dean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 7) The. roof deck shall be constructed of closely fitted sheathing for new or existing construction. Roof deck shall be Installed in accordance with FBC requirements. 8) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 9) All undedayments shall be Installed with the roll length parallel to the eave, starting at the eave, and lapped in successive courses Installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 10) The underlayment may be used as described in other current FBC product approval documents. 11) The underlayment shall not be installed over existing roof coverings. 12) Contact the manufacturer regarding specific exposure limits for each underlayment. 13) All products listed In this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 5th Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. 9Y? rR 1rP1,,, p G`?'. 'iF'•, No 74021 I_ STATE OF rrert CERTIFICATION OF INDEPENDENCE OYw t,r,•M w 2016.08.2 2 09:35:39 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANES641 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. Prlesl, P.E. does not have, nor will acquire, a financial Interest In any other entity Involved In the approval process of the product END OF REPORT TBP14001.3 FL12328-R7 Page 4 of 4 This evaluation report Is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This -evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, C EDITION (2014) Manufacturer: TAMKO BUILDING PRODUCTS, INC. Issued August 22, 2016 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 httt)://www.tamko.com Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.2.3, 1507.2.4, 1507.2.8, 1507.2.9.2, 1507.3.3, 1507.4.5.1, 1507.4.5.2, 1507.4.5.3, 1507.5.3, 1507.5.3.2, 1507.6.3, 1507.6.3.2, 1507.6.5, 1507.7.3, 1507.7.3.2, 1507.8.3, 1507.8.3.2. 1507.8.8. T1507.8. 1507.9.3. 1507.9.3.2, 1507.9.5. 1507.9.9 Properties: Physical properties REFERENCES Erli Construction Report No. Standa 1970PRIMaterialsTechnologies (TST6049) AP 191-02-01REV AS 2009 PRI Construction Materials Technologies (TST6049) TAP-192-02-01 ASTM. D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-193-02-01 ASTM D 1970 2009 PRI Construction Materials Technologies (TST6049) TAP-214-02-01 ASTM D 4869 2005e01 PRI Construction Materials Technologies (TST6049) TAP-215-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-217-02-01 REV ASTM D 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-218-02-01 ASTM D 228 2006 PRI Construction Materiels Technologies (TST6049) TAP-219-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-220-02-01 ASTM 0 6380 2003(2009) PRI Construction Materials Technologies (TST6049) TAP-222-02-01 ASTM D 4869 2005e01 PRI Construction Materials Technologies (TST6049) TAP-019-02-01.1 ACC 188 2012 UL LLC (TST9628) 13CA12269 ASTM 0 226 2006 PRODUCT DESCRIPTION AND APPLICATION TAMKO® ASTM Slate ASTM D 6380, Class M, Type II underlayment constructed from organic felt saturated Surfaced Roll Roofing with asphalt and coated on both sides with asphalt and surfaced with granules. Min. slope: 2:12 Application: The underlayment shall be Installed with minimum 2" side laps and minimum 4" staggered end laps and in accordance with FRSA/TRI 07230 for file applications. Allowable roof coverings: Attachment of asphalt shingle valleys and clay and concrete tile shall be permitted in accordance with the FBC. TSP14001.3 FL12328-R7 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CRaEEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® ASTM Tile ASTM 0 6380, Class M, Type 11 underlayment constructed from an organic felt saturated Underlayment with asphalt then coated on both sides with asphalt and surfaced with granules. Application: The underlayment shall be Installed with minimum 2" side laps and minimum 4" staggered and laps and in accordance with FRSA/TRI 07230 for the applications. Allowable roof coverings: Attachment of clay and concrete tile shall be permitted in accordance with the FBC. TAMKO® Master ASTM D 6380. Class S. Type IV underlayment constructed from an organic felt saturated Smooth with asphalt then coated on both sides with asphalt and surfaced with a fine mineral. Application: The underlayment shall be installed along the valley In accordance with FBC requirements. Allowable roof coverings: Attachment of asphalt shingle valleys shall be permitted In accordance with the FBC. TAMKOO Moisture Self -adhered, ASTM D 1970, fiberglass reinforced, modified bitumen sheet membrane Guard Plus® with a mineral surfacing and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 3-1/2" side laps and minimum 6" staggered end laps. Min. application temperature: 40'F. Allowable roof coverings: Attachment of asphalt shingles and mechanically fastened concrete and clay file roofing shall be permitted in accordance with the FBC. TAMKOS No. 15 ASTM ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt Organic Felt Application: The underlayment shall be In with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKOO No. 15 UL ASTM D 226, Type I underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt Organic Felt Application: The underlayment shall be Installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TBP14001.3 FL12328-R7 Page 2 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20.3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® No. 30 ASTM ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay and concrete tile, slate shingles, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKOS No. 30 UL ASTM D 226, Type II underlayment constructed from a non -perforated organic felt that is Asphalt Saturated saturated with asphalt. Organic Felt Application: The underlayment shall be Installed with minimum 2" side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles, metal roofing, clay and concrete tile, slate shingles, wood shingles, wood shakes, and roll roofing shall be permitted in accordance with the FBC. TAMKOS TW Metal and Self -adhered, flexible, ASTM D 1970, rubberized asphalt sheet membrane with a Tile Underlayment polymer film on the surface and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 4" side laps and minimum 6' staggered end laps. Min. application temperature: 40°F Allowable roof coverings: Attachment of asphalt shingles, metal roofing, and mechanically fastened clay and concrete tiles shall be permitted In accordance with the FBC. TAMKOS TW Self -adhered, flexible, ASTM D 1970. rubberized asphalt sheet membrane with a Underlayment polymer film on the surface and a removable release film on the adhesive side. Application: The underlayment shall be attached by adhering directly to the roof deck with minimum 4" side laps and minimum 6" staggered end laps. Min. application temperature: 40'F Allowable roof coverings: Attachment of asphalt shingles and metal roofing shall be permitted in accordance with the FBC. TAMKO® TAM -FELT Alternate to ASTM D 226, Type I and Type II underlayment constructed from a non - perforated organic felt that is saturated with asphalt. Application: The underlayment shall be installed with minimum 2' side laps and minimum 4" end laps. Allowable roof coverings: Attachment of asphalt shingles shall be permitted in accordance with the FBC. TSP14001.3 FL12326-R7 Page 3 of 4 This evaluation report is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PROOCUTS, INC. TAMKO Undedaymonts TECHNICAL SERVICES, LLC LIMITATIONS 1) This evaluation report is not for use In the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) Wind uplift resistance in not within scope of this evaluation. 4) Installation of the evaluated product 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) Minlmum application temperature shall be 50'F unless otherwise noted. Contact the manufacturer when Installing at temperatures below the minimum application temperature. 6) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 7) The roof deck shall be constructed of closely fitted sheathing for new or existing construction. Roof deck shall be Installed in accordance with FBC requirements. 8) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 9) All undedayments shall be Installed with the roll length parallel to the eave, starting at the save, and lapped In successive courses installed up the deck In a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application Instructions. 10) The underlayment may be used as described in other current FBC product approval documents. 11) The underlayment shall not be installed over existing roof coverings. 12) Contact the manufacturer regarding specific exposure limits for each underlayment. 13) All products listed In this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 5th Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. F{Yt A. No 74021 cc Z STATE OF fir: CERTIFICATION OF INDEPENDENCE 2016.08.2 2 09:35:39 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. Pdesk 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 END OF REPORT TSP14001.3 FL12328-R7 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor Imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Ot..id Y,y Per I- 1-4•- 1(4) CITY OF SANFOE BUILDING & FIRE PREVENTI( PERMIT APPLICATI( Application No: Documented Construction Value: S Sq 2.5 _ 00 Job Address: i-1t41%+ H n - (st (Z Historic District: Yes No Parcel ID: Residential Q Commercial Type of Work: New a Addition Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Pla r t) 5enl bS:; (O L;(d -e-r Phone: 4-2-1-- 2343 -38}3 Fax: Email: Gk-t t_ Property Owner Information Name Street: City, State Zip: Phone: Resident of property? : Contractor Information Name Q 1Ll ex+4 P1 C-LVV\. b roc, Phone: Street: 4-401 Fax: _ r l lu 2 - 2-L13 - 38 7:3 Z - 24o - 9YS& City, State Zip: .31&-IJ4 State License No.: Architect/Engineer Information Zo3 -i 2 Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRSTINSPECTION. 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 installatio has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating constru tion in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, PDOIS, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in et%ct as of that date: 5i6 Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application LE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be in the public records of this county, and there may be additional permits required from other governmental entities such as water ement districts, state agencies, or federal agencies. of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Th 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 ac rdance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, ereit will be applied to your permit fees when the permit is issued. O NER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be Idone in compliance with all applicable laws regulating construction and zoning. of Omer/ Agent's Name rent is Personally Known to Me or ID Type of ID Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature ot Notary -State of Florida Date PATS 61 r MY COMWISSION i FF 120904 EXPIRES: August 25 2018 ( Bonded TMu fbhq Public Undanrte— tlgjJj 1r. s+owici s+r a::+.aaC Contractor/ Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Required: Building Electrical Mechanical Plumbing Gas Roof Type: Occupancy Use: Sq Ft of Bldg: Flood Zone: Min. Occupancy Load: # of Stories: Net Construction: Electric - # of Amps Plumbing - # of Fixtures Sprinkler Permit: Yes No # of Heads ALS: ZONING: Fire Alarm Permit: Yes No UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: June 30, 2015 Permit Application 9507 State Road 52 123 Miller Road r 9701 Bachman Road Established 1973 Hudson, FL 34669 Valdco, FL 33594 . Orlando, FL 32824 www.RJKielty.com 727-863-5486 813-661-0707 407-855-2636 State License # CF-0O20 34 R.J. KiELTY Page: 1OF Proposal No: 717-13536 PLUMBING • HEATING • COOLING Proposal Date: 712612017 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Halley -1551 Lake Mary FL 32746 We Propose hereby to fumish material and labor - complete In accordance with specifications below for the Sum of: $5,925.00 Payment to be made as follows: 40% Rough In 30% Top Out 30% Finish. NET 10 Days All materials guaranteed to be as specified. All work to be completed in a workman like manner according to standard practices. Any alteration or deviationfromspecificationsbelowinvolvingextracostswillbeexecutedonlyuponwrittenorders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, a slays beyond our trol. Owner to( Try fire, tornado, and other necessary insurance. Our workers are covered by worker's cornensation I rance. K`, AUTHORIZED SIGNATURE- THIS PROPOSAL ALMAY BE WITHDRAWN IF NOT ACCEPTED IN 30 DA We hereby submit specifications estima or: Master Bath 1 Tub Sterling Accord 60x30 71140120 While With Walls And Moen Chateau TL183 Chrome Valve 1 Toilet Gerber Maxwell 21-912 1.28 White Elongated I Lev By Builder With Moen Chateau 64925 Chrome Faucet 2nd Bath 1 Tub Sterling Accord 60x30 71140120 White With Walls And Moen Chateau TL183 Chrome Valve 1 Toilet Gerber Maxwell 21.912 1.28 White Elongated 1 Lev By Builder With Moen Chateau 64WZ Chrome Faucet Kltdwn 1 Sink By Builder 1 Faucet Moen Integra 67315 Chrome 1 Disposal ISE Badger V With Cord 1 Icemaker Line With Recessed Box 1 Dishwasher Hook Up Utilities 1 Washer Box Yes 2 Hose Bibs Yes 1 Water Heater 50 Gallon Electric NOTE: Backfilling Included For Sewer & Water Only (Slab Backfilling By Others) Backflow, Preventers Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 4W Sewer Allowance: Additional $12 per foot 4a Water Allowance; Additional $3 per foot Applies to any direct contract between an owner contractor (RJIQ - Notice of Lien Laws - Florida Statutes 713.001-713.37. Acceptance of Proposal - The above prices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made i outlined above. I agree to pay reasonable attorneys fees court costs in the event of legal action. A monthly service charge of 1 1/2% will be added after : days. Any sewer laps deeper than 41 /2 feet or requires badfioe or dewatering will be an extra charge. SIGNED: DATE OF ACCEPTANCE & PAGE Branch: Hu son Last Edit By: Last Edit Date: 7/2712017 T" n OBI •b C^ T y 7! r N r.. CO zo d r r... x— r•• a rr, i m r•+ s n •o OS 1 fi Gn o m m_ rFIm_ y 40. a.: T Co COaOO, W C17 NOw WC!J v ro CA—+ N Go'y T V Cn Qq 11 r 4per: SLAWOND Type: OC Drawer: 1 Date: 8/8%/S% 81 Receipt no: 171869 fatal t*nd-?r*d 1366.57 TotiJ peyment $366.57 frans date: 8/87/l7 Time: 18:35:43 REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: lam{ 1?' t8 a' Project Name: Project Address: l AUK Building Permit #: I "k'—l`i l U Electrical Permit # In consideration for authorizing the appropriate utility company to energize the facility, we agree with and understand the following: 1. This Tug/Pre-power application is valid only for one -and two-family dwellings. 2. The facility will not be occupied until a certificate of occupancy has been issued. 3. If the jurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy has been issued, the jurisdiction will have the unilateral right to direct the utility to terminate electrical service without notice. Furthermore, we understand and agree that should the jurisdiction exercise such right, the jurisdiction will not be responsible for any damages or costs which may result from the exercise of such right. Also, in the event any third party claims damages from the exercise of such right, we agree to jointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs, including attorney's fees. 4. Prior to pre -power, the building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by the electrical inspector. 5. Interior electrical rooms shall be lockable, if electrical panels are in an area that cannot be locked by doors, the panels shall be equipped with a locking mechanism (approved by the AHJ). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energizing circuits other than those that are safe. 6. This TUG/Pre-power approval is valid for a maximum of 180 days from date of approval. 7. If provided, the fire sprinkler system must be operational with water on the system prior to pre -power. 8. TUG approval is for service and outside GFCI outlets only. 9. Check with the local jurisdiction for fees associated with tugs. Eric KofS%n Print Name of er enant Signature of Owner/Tenant JURISDICTION EMPLOYEE NAME: I1,1017F-17C14 Icola CALLED INTO: Rev. 02/10/15) Robert Willets It Print Nam of Gen. Contractor Signal re o Gen. Contractor CGC1522347 Gen. Contractor License # Print Name of El. Contractor Signature o El. Con ctor P_ 3CA El. Contractor License # Progress Energy Florida Power and Light on / f TRI-COUNTY TESTING LABORATORIES, INC.- 3 f South Maur SUwt• - Project No: Winter Garden, Florida 34787 Order No: 407-656-9656 ° Nam' yo41 Njkro r REPORT OF IN -PLACE DENSITY TESTS Project: (uI n c 4 ir'1 C.r:S-r, ob,7 /J' -fs. Material: Date Tested: Proctor: Ni /1ST i / . 7 Optimum Moisture: 1126 Mwdm m Dry Density: /66L, Location Depth Inches Dry Density Max. Dry Density Ibs.cu.R lbs.cu.R Percent of Max. Density Moisture Percent 7 ML i, c-,c Pyf WYNDHAM PRESERVE - LOT 182 FORM BOARD SURVEY N m II m a> W 00Noa0_ U oo` coo o a, z c c 0 om dm LOT 181 I LOT 218 13. 0' N89'43103 "E 115.00' 25. 0' 25. 3' ^ 44.4' S sa 45.3 C o W I Q N n PROPOSED .h A a c, c. O y 96 I p 1 STORY RESIDENCE 10 z 3 0 0 z I? 4041 NIGHT HERON DRIVE 3 li o a 0. ' W l 0 0 7.0 n LOT 182: O lyi ' ° a I m 1551 HALLEY AREA = 6 900 S.F. s j r` ELEVATION - S a LOT 21 i k 7.o GARAGE - RIGHT z U"O O 13 o FORM BOARD 10.0 ' lO a FFE=28.5 O i o O O 1.s' t0 Z 45.3 44.4' 125. 3' I 262 , 115.00' SR J103'W 2jg IpCp i LOT 183 LOT 216 I BUILDIOVG LAYOUT NOTE: Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at user's sole risk. rLB— Lic syu1 mnnc LEGEND'ADUSSD-Access/Drainage/Utilities/Sidewalk LB -Licensed usiness BFP— Backflow Preventer Sight Distance Easement S — Survey PRM—Pertnanent Ref. Monument R — Reported PCP —Permanent Control Point D — Description FP&L—Florida Power & Light P — Plat FFE—Finish Floor Elevation D. . — Deed Book 13 —Water Meter O. R.—Official Records Book D4—Water Valve P. B. —Plat Book q'--Fire Hydrant Pg. — Page RC® —Reclaimed Water Meter Elev. — Elevation RCD4—Reclaimed Water Valve Conc. - Concrete Cable Box BP - Brick Paver m-Telephone Box SW - Sidewalk EI-Electric Box FFE- Finished Floor Elevation Q}-Utility Pole CI - Curb Inlet Guy Pole GTI- Grate Top Inlet I -Light Pole P. U.E.—Public Utility Easement Guy Anchor RCP Reinforced Conc. Pipe OU--Overhead Utilities PVC — Polyvinyl Chloride m —Storm Sewer Manhole NCS— No Comer Set (Falls in Water) 0-Sanitary Sewer Manhole SF — Square Feet ZNHo —Electric Handhole D. U.E.—Drainage/Utility Easement COO —Clean Out FMGD— MAG NAIL &DISK XvD4—Irrigation Control Valve P. K.—Parker Kolon Nail Sign SIR — Set 1/2" Iron Rod LB7768 WX—Gate Water Valve SPKD — Set P.K. & Disk L87768 Gas Meter FIR — Found 1/2" Iron Rod LB7768 I' —Existing Grade FTP— Found 1/2" Iron Pipe L87768 a —Blow —off Valve FPKD— Found P.K. Nail &Disk L87768 ^^&-_—Drainage Flow Direction FCM— Found 4"x4" Concrete Proposed Design Grade Monument PRM LB7778 As—Built/Existing Grodl Note: Some items in above leaen may not be aoo icable Description I Date I Dwn.ICk'd I P.C.IOrder No. Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 7.5' WYNDHAM PRESERVE LOT 182 PB 81, PG 93) SURVEYOR' S NOTES: 1. Current title information on the subject property, had not been fumished to GeoPoint Surveying, Inc. at the time of this plot plan. 2. Roads, walks, and other similar items shown hereon were taken from engineering plans and are subject to survey. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. Proposed grades & finished floor elevations shown hereon are from the construction plan for 'WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. S. This Plot Plan is subject to matters shown on the construction plans for "WYNDHAM PRESERVE", City of Sanford Seminole County, Florida. 6. Proposed information shown based on proposed/ supplied plan and/or instructions per client (not field verified) DI TENSION NOTE: Proposed building dimensions shown hereon are of the exterior. PREPARED FOR ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone g" DESCRIPTION: LOT 182, according to the pli of " WYNDHAM PRESERVE" thereof as recorded in Plat Book 81, Page 93, of Public Records, Seminole County, Florida This certifies that a survey o e hereon described property 555 Winderley Place, Suite 109 Maitland, FL 32751 wasmadeundermysyfOM$ drfdqMeets the Standards of Practice set fort O1fiEiilazgqpp6ro of Professional Phone: (321) 270-0440 Surveyors & Mappe-f9 ' w 5J,Vl% do Administrative Fax: (813) 248-2266 code, pun uiiA 7,'"a Statutes. Licensed Business No. LB 7768 Q; v 6915 GeoPoint a Surveying, Inc. ncs v. LUV I ... t` . 6915 Drawn: MTP Checked: JDL P.C.: RIDA PROFESSIONI. NO. .................. Date: 8/08/17 Dwg: Fixndkard-WIf NOTVALIDWITHOUTTH %IM RE AND THE ORIGINAL iED SEAL OF A FLORIDA LICENSED SURVEYO, i SEC. 17 - TWIN. 20 S. - RNG. 3' Data FIe:eriswnEnt-Plat Order No.: — FinIA Rlr e AUG 0 8 2017 CITY OF SANFORD BUILDING St FIRE PREVENTION PERMIT APPLICATION Application No: j - 1 L-I 1( D Documented Construction Value: S Job Address: 4 D4 I 1 I ,%l Y. Historic District: Yes No Parcel ID: Residential Commercial Type of Work: Neiy Addition 1 Alteration Repair Demo Change of Use Move 1DescriptionofWork: KOu) 1) Qrn Plan Review Contact Person: Title: Phone: Fax: Email: Property Owner Information Name Phone: L 0 , 7VO — Street: J H M kohomn —1 Q Resident of property?: City, State Zip: 3zvvp Contractor Information Name DQ jJ n-w.Y-F1;eAr, C l ,t'1 Phone: 407 32M Street: (`. ,-z_ Fax: I4 )" 7' -qQ A— 049:; City, State Zip: Y State License No.: Lam. c i i` D Name: Street: City, St, Zip: Bonding Company: Address: Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code In effect as of that date: 511 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 required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Z f I 17atureofContractor/Agent Date n hrccK P nt ontractorJAgent's N, me Signature of Notary•State of Florida Date PAMELA S TERNUS Commission # GG 110622 S Expires August 7, 2021 BM&d Tdu Na" Sw= Contractor/Agent is Personally Known to Me or Produced ID T e of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2013 Permit Application Revision Response to Comments AUG 15 2017 1P. Permit # Project Address: LtCl )`(( lJ Contact: City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Submittal Date O l 6 I i Ph: :Jn--t o 1 Fax: Email: o S Q-C c 1-- hOr-,e S a C7 Vl Trades encompassed in revision: 0 Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Genera description of revision: pro.-l 1J It ROUTING INFORMATION Approvals 0 Building V 81 U. 0 Florida Bw'Iding Code Online. RECORD COPY F orkb aoProduct Approvalpr I n o ° USER: Public user 6 xmu1TJ rC•n PrMu& Anoroval Monti > e.•rch > Anntleatlon List > Application Detail FL # FL15216-R2 Application Type Revision. Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email InterWrap, Inc. 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mttipas@fnterwrap.com Eduardo Lozano elozano@lnterwrcip.com 4PLD/NC SAKRD og. w4R200 Category Roofing j A °I _ 1 4 1 6SubcategoryUndellaymentsf%J 1 Eduardo Lozano 32923 Mission Way Mission, NON -US 00000 778)945-2891 elozano@interwrap.com 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 the Robert Nieminen. Evaluation Report Florida License PE-59166 Quality Assurance Entity Intertek Testing Services NA, Inc. Quality Assurance Contract Expiration Date 11/17/2017 Vaiidated By John W: Kneievich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code- http://—vAoridshwi dingorg/pdpr_app_drl.aspx7pararnwvOE VXQwtDgv3yV.VKIZ IQRAdbyl2u8kQOQyi jaHhVeiOp VSvxwSdCoQ%3d%3d[8f24R017 1:57:59.PM ]--•..... Florida Building Code Online 1 1507.2.3 1S07.5.3 1507.8.3 1507.9.3 1S07.9.5 T1507.8 Product Approval Method Method 2 Option B Date Submitted 04/28/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 Summary of Products Num+er or Name Description 15216.1 Rhlnoftoof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS216 R2 If 2015 04 FINAL ER INTFRWRAP RHINOROOF FL1S71F- R2.pdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nidminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports FLIS216 R2 AE 2015 04 FINAL ER INTERWRAP RHINOROOF F1 15216- Created by Independent Third Party: Yes earf E tbntati Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: SSO-487-1824 The State of Florida IS an AA/EEO employer. Prtvam Sr tnment :: Accessibility Sratpmont :: Refund statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a publloo-records request, do not send electronic mali to ttits entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.467.1395. -Pursuant to Section ' 455.275(i), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an Small address If they have one. The emalls provided may be used for official communication with the licensee. However email addresses are public retprd. 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 Chaptee 45S, F.S., please dick hare . Product Approval Accepts: ' Credit Card Safe httpJ/evww.floridabtiading oWpr/pr_app_.ddAspu7pmwra - vGEVXQwtDgv3yV VIGZ IQRAdhyl2u8kQGQyljaHhVeiOpVSvxwSdCoQ°/3d*A3d[I 2412017 1:57:59YA ... TTRINITYIERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Interwrap, Inc. Evaluation Report 140510.02.12-112 32923 Mission Way FL15216-R2 Mission, BC V2V-6E4 Date of Issuance: 02/17/2012 Canada Revision 2: 04/27/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in Its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 The facsimile seal appearing was authorlted by Robert NWminen, P.E. on 0e/27/201S. This does not serve as an electronically skned document SlIned, sealed herdooples have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does It Intend to acquire or will It acquire, a financial interest In any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products It evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest In any other entity involved In the approval process of the product. S. This Is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, In any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. ARINITYJERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by Interwrap, Inc., has demonstrated compliance with the Intent of following sections of the Florida Building Code through testing in accordance with applicable sections of the following Standards. Compliance is subject to the installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3,1507.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.83,1507.9.3,1507.9.5 on Heating 1S07.2.3,1507.S.3,1507.8.3. Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.93 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference Date ITS (TST1S09) Physical Properties 10OS39395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1509) Physical Properties 10053939SCOQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type 1 or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 424nch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.1 This Is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report, refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhlnoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER OPnONS Underlayment Asphalt Nall -On Tile Foam -On Tile Metal Wood Shakes Slate or Shingles Shingles Simulated Slate RhlnoRoof U20 Yes INo INo Yes Yes No 5.6 Exposure Limitations: 5.6.1 RhlnoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published Installation instructions and the requirements for ASTM D226, Type I or II or D4869, Type 11 underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, U.C. Evaluation Report 140S10.02.12-R2 Certlffcote ofAuthorizotlon #9503 FL1S216-R2 Revision 2: 04/27/2015 Page 2 of 3 Sj TRINITY I ERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhlnoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-Inch roofing nails with a 3/8-inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-5/8" diameter tin caps (with the rough edge facing up). The use of staples Is prohibited. 6.4.2 Sinale Laver: Roof Slope > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-Inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published instructions. 6.4.3 Double Laver: 2:12 < Roof Slope <4:12: End (vertical) laps shall be minimum 12-Inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-inch. Double layer application; begin by fastening a half -width plus 1-inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted In 6.5, but maintaining minimum half -width plus 1-Inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20.3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc: ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 140510.02.12-R2 Certificate of Authorization #9503 F11S216-112 Revision 2: 04/27/201S Page 3 of 3 I TRINITY I ERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, U.C. Certiflcote of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-924S FAX: (203) 262-9243 Interwrap, Inc. Evaluation Report 140510.02.12-112 32923 Mission Way FL15216-112 Mission, BC V2V-6E4 Date of Issuance: 02/17/2012 Canada Revision 2: 04/27/201S SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5"t Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida OCA ANE1983 The halm0e seal appea ft was authorised by Robert Nleminen. P.E an 04/27/2015. This does not serve as an electronically Maned document. SlIned, sealed hardeopies have been transmitted to the Product Approval AdminWrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinityl ERD does not have, nor does it intend to acquire or will it acquire, a financial interest In any company manufacturing or distributing products it evaluates. 2. Trinityl ERD is not owned, operated or controlled by any company manufacturing or distributing products It evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluatlon reports are being Issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither Trinity ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. UfR'INITYJERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhinoRoof Underlayments, as produced by interwrap, Inc., has demonstrated compliance with the intent of following sections of the Florida Building Code through testing In accordance with applicable sections of the following Standards. Compliance Is subject to the Installation Requirements and Umitations / Conditions of Use set forth herein. 2. STANDARDS: Section Properties Standard Year 1507.2.3, 1SO7.5.3, T1507.8, Unrolling, Breaking Strength, Pliability, Loss ASTM D226 2006 1507.8.3, 1507.9.3, 1507.9.5 on Heating 1507.2.3,1507.5.3,1S07.8.3, Unrolling, Tear Strength, Pliability, Loss on ASTM D4869 2005 1507.9.3 Heating, Liquid Water Transmission, Breaking Strength, Dimensional Stability 3. REFERENCES: Entity Examination Reference Date ITS (TST1509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395COQ-002 10/27/2011 ITS (TST1S09) Physical Properties 10053939SCOQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 12/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhinoRoof U20 is a multilayered polymer woven coated synthetic roof underlayment intended as an alternate to ASTM D226, Type I or Type II felt or D4869 Type II felt. RhinoRoof Underlayment is available in 42•inch wide rolls, and can be produced in various other sizes. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. 5.4 RhinoRoof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop RhinoRoof Underlayments are follows: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Shingles Nail -On Tile Foam -On Tile Metal Wood Shakes Shingles Slate orISimulatedSlate RhinoRoof U20 Yes 1 No No I Yes I Yes No 5.6 Exposure Limitations: S.6.1 RhinoRoof Underlayment shall not be left exposed for longer than 30-days after installation. 6. INSTALLATION: 6.1 RhinoRoof Underlayments shall be installed in accordance with Interwrap, Inc. published installation instructions subject to the Umitations set forth in Section 5 herein and the specifics noted below. 6.2 Install RhinoRoof Underlayments in compliance with manufacturer's published Installation instructions and the requirements for ASTM D226, Type I or 11 or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Certtflcote ofAuthorization 89503 Evaluation Report 140S30.02.12-R2 FL1S216-R2 Revision 2: 04/27/201S Page 2 of 3 RINIIY I ERD 6.3 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application. 6.4 RhinoRoof U20: 6.4.1 Fasteners: For exposure < 24 hours, corrosion resistant fasteners may be 1-Inch roofing nails with a 3/8-Inch diameter head, or those noted in 6.4.2. The use of staples is prohibited. For exposure > 24 hours up to maximum 30 days, corrosion resistant fasteners shall be minimum 1-inch diameter plastic or metal cap nails or FBC HVHZ nails & 1-S/8" diameter tin caps (with the rough edge facing up). The use of staples is prohibited. 6.4.2 Single Laver: Roof Slope > 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. Refer to Interwrap, Inc. recommendations for alternate lap configurations and/or the use of sealant under certain conditions. For exposure < 24 hours, use of every -other fastening location printed on the surface is acceptable. For exposure > 24 hours up to maximum 30-days, use of every fastening location printed on the surface is required. When batten systems are to be Installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens on the same day. Battens shall not be positioned over cap nails. If this occurs, remove the cap nail and patch the hole in accordance with Interwrap published Instructions. 6.4.3 Double Laver: 2:12 < Roof Slope < 4:12: End (vertical) laps shall be minimum 12-inches and side (horizontal) laps shall be minimum half -sheet -width plus 1-Inch. Double layer application; begin by fastening a half -width plus 1-Inch starter strip along the eaves. Place a full -width sheet over the starter, completely overlapping the starter course. Continue as noted in 6.5, but maintaining minimum half -width plus 1-inch side (horizontal) laps, resulting in a double -layer application. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for information on plants covered under Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: Intertek Testing Services NA Inc.-ETL/Warnock Hersey — QUA1673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 140S10.02.12-R2 CertiJlcate of Authorization #9503 FL1S216-R2 Revision 2: 04/27/201S Page 3 of 3 I RECORD COPY 4/ W617 Florida Bulkling Code Online SCEs Home I Log In I user Realstratlon I Not Topics I submit Surcharge I State a faw I aubileauata I fac Stan I acts Site Map ( Unkks ( Sean d, bpr W n 0111Product Approval USER: Public user Pmouct Amoval Menu > Product or Agi ll,auon Snap > AWIcatton Ust > Application Detail FL & FL3792-RB Application Type Revision Code Version 2014 Application Status Approved Approved by DBPFL Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Lomanco, Inc 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 acarter@lomanco.com Andrew Carter acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext 361 acarter@lomanco.com Andrew Carter 2101 West Main Street Jacksonville, AR 72076 501) 982-6511 Ext 6163 acarter®lomanco.com Roofing Roofing Accessories that are an Integral Part of the Roofing System Certification Mark or Listing Miaml-Dade BCCO - CER Mlaml-Dade BCCO - VAL Standard Miami -Dade TAS 100 (A) REVISION Method 1 Option A Year 1995 httpslkww.floridabulkllng.orgfpr/pr app OdAspoc?param=wGEVXQwIDgsFgPhXouzz9PGbeVJmkEk7oGQ6zyYrvnk%3d t/3 4/28/2017 Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Florida Building Code Online 09/30/2015 10/06/2019 10/09/201S 08/16/2016 pry of Products'. __._._...,._, .. .f . '1... •1 •_cis... ".._.._".._.._,_,...., ... ,...: !,i._.._. ... • T .. ' . _ c'. iFLli` Mo.el,Numberor:Nante..' 3792.1 135 Roof Louver Limps of use Approved for use In HVHZ: Yes Approved for use outside HVHZ: Yes Impact Reslstant: N/A Design Pressure: N/A Other: 1. Refer to applicable building codes for required ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be Installed over composition shingles roofs only. 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be Installed on roof mean heights greater than 33 feet Description: .. ... Aluminum Roof Louver Certification Agency Certificate FL3792 R8 C CAC Lomanco 135 - 2000 PV - NOA 11- 0602.02.odf Quality Assurance Contract Expiration Date 08/17/2016 Installation Instructions FL3792 R8 I[ Lomanco 135 - 2000 PV - NOA 11-0602 02 odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports FL3792 R8 AE Lomanco 135 - 2000 PV - NOA 11- 0602.02.odf Created by Independent Third Party: Yes 3792.2 730.Roof Lauver• Aluminum Roof LAuvet Limits of Use Cartifloatiorl -Agency Certificate - ' Approved for use In.HVHZ: Yes • Approved for use.outske'HVHZ: -Yes FL3792 :RR C CAC Lomdnco 700 Series - NOA 11- 0602.04.Ddf . Impact Resfstantn N/A Quality Assurance .Contract Expiration Data. ' Design Pressure: N/A , „; Other: 1.•Refer Wappficable building codes fdr required `' •' 08/16/2016 . ,• •• Inafaltation Instriictlons. - - • ' ' ventilation. 2. Lomadeo's Model 730,750,770 Roof•LouYers• shall comply with applic.able building code. 3. L,omanco's FL3792 RR II• Comanco 700 Series - N6A 11-0602 04 odf Verified : By: Miarnl-Dade BCCO - CER ' Model 730,750,77.O.Rdof L4uvi:r3 shall not -be Installed.on:e'oofCreated by Independent ThIed Party:. mean heights greater than 33 feet •...• •; .: ' •Evaluation Reports •• ••. FL3792. R8 AE.Lomanco 700 Series = NOA"11-0602:04:odf Created. by'Ltdependent'Thlyd PArty:.Yes 3792. 3 1 750 Roof Lauver I Aluminum Roof Lauver I Limits of Use Approved for use In HVHZs Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other,. 1. Refer to applicable building codes for required ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's Model 730,750,770 Roof Louvers shall not be Installed on roof mean heights greater than 33 feet. 3792. 4 ; JI 770 Roof Lower _ Limits of Use Approved for -use in-HVHZ: Yes' • Approved for use outside HVHZ: -Yes Impact Resistant:' N%A: Design Pressure: N/A - Other. 1. Refer to applicable building co.4es fbe-required` .. ventilatlon. 2..l.omanco's Model 736,756,779 goof Louvers shall comply with applicable. buiding code: 3: Lomp 4o's ...: Model 730,750,77b Roof•Louvers shall not be Installed -on roof mean helgjus greater. than 33 feet. Certification Agency Certificate FL3792 R8 C CAC Lomanco Inn Genoa - NOA 11- 0602. 04.odf Quality Assurance Contract Expiration Date 08/ 16/2016 Installation Instructions FL3792 RS II Lomanco 700 Series - NOA 11-0602.04.odf Verified By: Miami -Dade BCCO - CER Created by Independent Third Party: Evaluation Reports F6792 RB AE Lomanco 760 Series - NOA 11-0602.04.odf Created by Independent Third Party: Yes Aluminum' Roof Louver _ Certification Agencyr Ce'ctAcate FL3792 RB C ' LnQanco' 700 Series -' WbA 11- . 0602: 04:oAf ' Qualltv. A9'suranoe Confraet.Explratlon Date 08/ 16/2016: , Installation Instructions EL3742 R8 'It Lomanro 400 Series- NOA 11-0602.04:odf Verafied• By:.Mlaml-Dade BCCO-- CER Created by [ndepeiident Thlyd Party:: Evaluation Reports. f9. 3792 -M AE-Lomahto 700 Series - NOA 11-0602.04,6df Created by. Independent Third Patty, Yes 3792. 5 770D Roof Louver Aluminum Roof Louver Limits of Use Certification Agency Certificate Approved for use In HVHZ: Yes FL3792 R8 C CAC NOA 15-0709.01pdf Approved foruseoutsideHVHZ: Yes T Quality Assurance Contract Expiration Date Impact Resistant: NIA. 10/04/2020 Design Pressure: N/A Installation Instructions Other. FL3792 R8 H NOA 15-0709.09.Ddf Verified By: Mlaml-Dade. BCCO - CER Created by independent Third Party: Evaluation Reports hltpsJlwww.floridabullding. orglpripr app dl1.aspx?param=wGEVXQwtDgsFgPhXouzz9PGbo%ldll(Ek7oGQ6zyYnmk%3d 2/3 4I2812017 Florida Building Code Online FL3792 R8 AE NOA 15-0709.09.t1df Created by Independent Third Party: Yes Contact Us :: 260t Blair Stone Road. Tallahassee Fl. 32399 Phone: aS0-487-1924 The State of Florida Is an ANEW employer. Coovrialit 2007-2011 State of Florida.:: Prlvecv Statement :: Accessibility statement :: Refund Statement Under Flarldo law, email addresses are public records. If you do not want your a -mall address released In resporm to a publIcrrecords request, do not send electronic mall to this entity. tnatead, contact the office by phone or by traditional mall. tf you have any questions, please eorkad aso.4a7.139S. -Pursuant to section 4SS.27S(l), Florida statutes, effective October 1, 2012, Ilcgnseu licensed under Chapter 4SS, F.S. must provide, the Oepertment with an email address If the have Thee aalls provided may be used for official communication with the'llcensee. however email addresses are public record. U you do not wish to suppyy a rspeonal address, please provide the Department with an email address which can be made available to the publlr To determine If you are a It-- under Chapter 4SS, P.S., Please dick tSM, Product Approval Aceaptat Mg Credit Card Safe httpslwww.floridabuilding.orgtpr/pr app dtl.aspx?param=wGEVXQwtDgsFgPhXo QPGbeVJdikBc7oGQ6zyYrtmk%3d 3/3 MIAW Mgam hIL&M-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.¢ov/economv Lomanco, Inc. 2101 West Main Street Jacksonville, AR 72076 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. U this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: 700 Series Louvered Roof Vents (730, 750, 750-S, 750-E, 770) LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination andremoval of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date.may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer -.or its distributors and shall be available for. inspection at the job site at the request of the Building Official. This NOA renews NOA No.15-0831:07 and consists of pages L through 9. The submitted, documentation was reviewed'by Gaspar J Rodriguez NOA No.:16-0510.28IMEzpirat[on Date: 08/16/21 Approval Date: 06/30/16 Page 1 of 9 ROOFING COMPONENT APPROVAL Category: Roofing Sub -Category: Ventilation Material: Aluminum TRADE NAMES OF PRODUCTS MANUFACTURED OR LABELED BY APPLICANT: Test Product Product Dimensions Specification Description Model 730 12-3/16" x 17-3/4" x 4" TAS 100(A). Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 6.5" " diameter opening. Model 750 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-S 16" x 20-5/16" x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 750-E 23" x 27-1/4" 'x 5" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 8.3" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. tluclmess'0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR' EVIDENCE SUBMITTED: Test Agency Test Identifier Test Name Date Center for Applied Engineering MDG98&99 TAS 100(A) 03/16/95 PRI Construction -Materials LOM-013-62-01 TAS 100(A). 05/2-1/07 . Technologies RRWA-001-02-01 TAS 100(A) 07/28/15 MIAMNOADE COUNTY NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 000116 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-5, 750-E, 770 Roof Louvers System Type A: Mechanical attachment of ridge vent system over composition shingles. Cutout: Vents shall be evenly centered. Center the vent hole between rafters and maximum 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe a circle that is the same diameter as the vent throat opening. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vents should be evenly spaced on the rear slope of the roof. Remove roofing nails from top row of shingles so the flashing of the roof vent will slide under shingles.. Apply approved roof cement around the edge of the hole. Carefully slide base of vent under shingles with arrow pointing up (non -louvered slant back facing the peak of roof). Make sure the throat of the.vent'is centered over vent hole. Fasten the base to roof decking with I aluminum annular ring shank nails. With the first nail 1'/4" from roof louver end and•a minimum of 6." o.c. at the front and backside'of louver vent parallel to the ridge. And with the fast nail 1'/4" from -roof louver end and a minimum of 8" o.c. at sides of louver vent perpendicular to ridge, keeping heads of nails under shingles where possible (see 700 Series louver roof vent profile drawing). Seal all -seams and nail heads* with'roofingcement Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published'literature. Minimum Slope: 2:12 NOA No.: 16-0510.28 Muat F°a oecour nr Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: System Type B: Cutout: Model 750 Roof Louver Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Vents shall be centered evenly in the field of the panel between the seams. Center the vent hole between rafters and maxim 18" down from the ridge line to keep the top of the roof vent below the ridge line. Mark this position. Using marked position as center point; scribe an 8" circle. Starting at the drill hole; cut vent hole along the scribed circle. Installation: Vent flange width may be reduced to allow enough clearance to fit within the seams. Metal pans shall be "kerf" cut to receive the upslope portion of the vent flange. Position vent such that the upslope flange slides through the metal panel cut and underneath the metal roof covering. The remaining three sides of the flange rest on top of the metal panel. Apply %i' wide beads of an approved ASTM C920 sealant between the upslope flange and underside of roofing. Place additional beads of sealant on the other three sides of the flange between.the vent flange and the topside of the metal panel. Secure the vent to the deck using (7) corrosion resistant #10-7 x.1-1/2" hex washer head screws. Fasteners shall be installed in the (7) locations shown in Detail Net. Free Area: Refer to manufacturers published literature. Minimum Slope: 3:12 GENERAL LmTmiONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's kode1730,750,750-5, 750-E, 770 Roof Louvers shall comply with all applicable building codes. 3. Lomanco's Model 730,750,7S0-S, 750-E, 770 Roof Louvers shall•not be installed on roof mean heights greater than 33 feet. 4. Lomanco's Model 730,M-,750-5, 756-E, 770 Roof Louvers shall comply with 1517.6 of the Florida Building Code FBC) 5. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0510.28 . MIAMFoaDe cOUrm Expiration Date: 08/16/21 Approval Date:.06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A I I s i r i i i i i MIAMI DADE COUt1TY NOA No.:16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 5 of 9 DETAIL B NOA No.: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 6 of 9 DETAQ, B (CONTINUED) FASTENER -LOCATION FOR METAL PANEL INSTALLATION OF 750 FASTENER MIAMFbADE COUNTY NOA No.:16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/3b/16 Page 7 of 9 DETAIL C DETAIL D N NOA No.:16-OkO.28 Expiration Date: 08/16/21JAPPROVE01 Approval Date: 06/30/16 Page 9 of 9. i-;'n; itoz a z end. t; CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 14.1141 Documented Construction Value: $ 4.094.00 Job Address: 4041 Night Heron Dr Historic District: Yes ElNo ElParcelID: 17-20-31-502-0000-1820 Residential ® Commercial Type of Work: New x Addition Alteration Repair Demo Change of Use Move Description of Work: Install new Ac with duct work and venting Plan Review Contact Person: Sarai Rodriguez Title: Pre -Construction Coordinator Phone: 407-886-3729 Fax: Email: srodriguez@energyair.com Name Brinsson INV LLC Street: 27 N Summerlin Ave City, State Zip: Orlando, FL 32801 Name Energy Air Inc (Robert Kulp) Street: 5401 Enegry Air Ct City, State Zip: Orlando FL 32810 Name: Street: City, St, Zip: Bonding Company: Address: Property Owner Information Phone: Resident of property?: NO Contractor Information Phone: 407-886-3729 Fax: State License No.: CAC1816317 Architect/Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. 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: 51" Edition (2014) Florida Building Code Revised: June 30.2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current 1CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws re la#i2g construction and zoning. 8/22/2017 Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Oancr/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID Robert Kulp Print Contractor/Agent's Name y`J- 8/22/2017 Datc gmfltateofFlorida FF 955860020 Contractor/Agent is 1 W orally Known o Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application WORK ORDER Job #: 33342 Date: 8/2/2017 144705 Subdivision Phase B I-dTU--U-1 Blk BILL TO: Starlight Homes - AWH Lot / Sub: Wyndham Preserve 1 11821 ADDRESS: 1064 Greenwood Blvd Ste 124 Job Address: 4041 Night Heron Dr CITY/STATE/ZIP: Lake Mary. FL 32746 City / State / Zip Sanford JFL 132773 Model/Bldg: 1551 S Order Taken By: Equipment Brand: Carrier 14 Seer Heat Pum R-410a A/H-2 or FurnactJobContact: S Woolwine A/H-1 or Furnace FB4CNP030L00 Job Phone: 4077301311 Heater or Coil CE2401 C05 Heater or Coil Date Requested: CU-1 CH14NBO240OG CU-2 Date Required: T'Stat: TH6220D1002 T'Stat: Filter Base AHU Location N/A 1st FI Int Closet Filter Base AHU LocationPermitInformation: Efficiency 14.00 SEER / 8.2 HSPF Efficiency MUST BE ACCURATE AND COMP A/H-3 or Furnace A/H-4 or Furnac( Heater or Coil Heater or Coil Bldg. Permit# CU-3 CU-4 Township: Sanford T'Stat: T'Stat: Filter Base Filter Base AHU Location AHU Location Incl. on Builders Permit no Efficiency Efficiency EAI Pulls Permit: yes Zoning Brand: Honeywell/Johnstone Vent. Damper Yeisomoi7 Qty t Builder calls inspection: yes Zone Kit #1 ZD1 EAI calls inspection: no Zone Kit #2 ZD2 Thermostats ZD3 Ventilation Cost: 319.01 Transformer ZD4 Surge Protector ZD5 ByPass Damper #1 1ZD6 B Pass Damper #2 JZD7 PO Numbers Qty Yes No Oty. Yes No Grs.Stamped Stl. 12 X Flue Pipe: X Grs.Stamped Return 6 X Filter Base X Grs.White S/A Adj. X Mery 8 Fitter X Grs. R/A White Alun 1 X Elect. Air Cl. X Kit. Hood Duct: X Conc. Slab: X Kit. Down Draft Duct X Heat Recovery: X fan 80 cfm BF080 2 X Fresh Air: 1 X fan lite BFQF70 X Bath Exh. Duct: X Dryer Vent: 1 X Special Instructions Or Comments: Accounting Department: Job # Invoice Due Date: Estimated Estimated Task - Description Hours Cost 03-Fabrication Labor 1.54 19.40 Rou hin 2,047.00 18.81 282.0804-Installation Labor 06-Piping Labor 6.38 108.38 Trim 2,047.00 14-Kitchen Vent Trim 02-Material/Tax 967.05 01-Equipmentlfax 1,334.45 40.0009-Permit/Other 011-Delivery Labor 1.08 13.62 20-Pull Material Labor 2.16 27.24 Total Contract: 4.094.00 2.50 42.5012-StartupLabor Level 1 Cagg'z cw-'-s 40 -u jo b M Ashton- Starlight Homes Energy Air, Inc Scale: 1/S" = 1'0" mr. PerformedforPage 1 Lot 182 1551 SR 5401 EnergyAir, Ct RightSuite4Dunivemal2017 Orlando, FL 32810 17. 0.0e Rsu17013 Sanford, FL 32773 2017 Apr-24 15:31:30 Phone: 407-886-3729 ...ham Preserve%LOt 1821551 SR.rup wwwtenergyair. com GRenner@energyaircom Blower Door Test Form Job Information Builder: STARLIGHT HOMES Community: WYNDHAM PRESERVE Address:-&4U41SjNi ht Heron Dr City, State, Zip: Sanford, FL 32771 Air Infiltration Test Results Permit a: 7-- / y/, Unit A: Lot p: 182 CFM(50) = 1007 Volume = 14495 ACH(50) = CFM(50) X 60 / Volume = 4.17 aPass Fail Passing results must be 7.00 ACI>f SQ) or less Certification of Test Results R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 7 air changes per hourinClimateZones1and2, 3 air changes per hour in Climate Zones 3 through 8. Testing shall be conducted with a blower door at a pressure or 0.2inchesw.g. (50 Pascals). Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7),F.S. or individuals licensed as setforthinSection489.105(3)(0, (g), or (h) or an approved third party. A written report of the results of the test shall be signed by the party conductingthetestandprovidedtothecodeofficial. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Authorized Third Party I hereby certify that the above results and that I hold the below certification: Class A or B A/C contractor or Mechanical Contractor License No. X RESNET approved HERS Rater or Residential Field Inspector Certification No. 4311088 BPI approved Building Analyst or Energy Auditor Certification No. Professional Engineer License No. Mechanical ventilation has been added: I v. Signature: Yes No Digitally signed by Dave Revelle Date: 2017.10.26 15:08:18 EDT CN=Dave Revelle, O=TopBuild Home Services, OU, EMAI LADDR ESS=dave. revelle @ to pbuild.com, C=US Printed Name: Dave Revelle Date: 10/26/2017 Revised 0510SM17 362987 yoy u;e— bew" FINAL BOUDARY SURVEY WYNDHAM PRESERVE - LOT 182 t c a e O 0N0 a J rn O o o 0 a, z rc c 0 21o 0m m PCP04i Ll 5.0' I N O .,. F/R 1%2 NO /Dnn N 89'43'03" Et m V I I • i IN to >-• Z3 O I3 a0 G 0xo z 0 0 Ti 4(' PCP BUILDING LAYOUT NOTE: i n v p' Q U j E•E, I in U$. , • CONC WALK I a 0 CONCRETE o ' c w DRIVEWAY . o N 125.3' Contractor and owner are to verify all setbacks, building dimensions, and layout shown hereon prior to any construction, and immediately advise GeoPoint Surveying, Inc. of any deviation from information shown hereon. Failure to do so will be at users sole risk. LOT 181 I/CD4 44.4' 45.3 ; 1.4' ; A/C PAD ; 1STORY RESIDENCE n LOT 182: 1 4041 NIGHT HERON n m AREA = 6,900 ;S.F. t DRIVE 4 10.0 FFE= 28.5 PATIO ' o i 115.00' S89'43 WESTERLY BOUNDARY 1 LINE OF LOT 182 F/R 112 NO /D LOT 183 1 Building Setbacks Setbacks: Per construction plans for WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. rr-r cy an mon` LEGEND:ADUSSD-Access/Drainage/Utilities/SidewalkLB -LicensedLB us'iness B-Backflow Preventer Si ht Distance Easement9 S -Survey PRM-Permanent Ref. Monument R -Reported PCP -Permanent Control Point D -Description FP&L-Florida Power do Light P -Plat FFE -Finish Floor Elevation D. . -Deed Book Water Meter O.R.-Official Records Book C4-Water Valve P.B.-Plat Book 7'--fire Hydrant Pg.-Page RC® -Reclaimed Water Meter Elev.—Elevation RICD4-Reclaimed Water Valve Conc. -Concrete Cable Box BP -Brick Paver M-Telephone Box SW -Sidewalk E -Electric Box FFE-Finished Floor Devotion 0-Utility Pole CI —Curb Inlet Guy Pole GTI—Grate Top Inlet tight Pole P.U.E.—Public Utility Easement F--Guy Anchor RCP —Reinforced Conc. Pipe OU--Overhead Utilities PVC —Polyvinyl Chloride Storm Sewer Manhole NCS—No Comer Set (Falls in Water) l9—Sanitary Sewer Manhole SF —Square Feet EHHo —Electric Handhole D.U.E.-Drainage/Utility Easement COO -Clean Out FMGD —MAG NAIL do DISK XVD4-Irrigation Control Valve P.K.-Parker Kalon Nail a -Sign SIR -Set 1 /2" Iron Rod LB7768 WI>4-Gate Water Valve SPKD -Set P.K. & Disk L87768 Gas Meter FIR -Found 1/2' Iron Rod LB7768 Existing Grade FlP-Found 1/2" Iron Pipe LB7768 a -Blow -off Valve FPKD-Found P.K. Nail & Disk LB7768 Drainage Flow Direction FCM -Found 4'x4' Concrete 1 0.0 Proposed Design Grade Monument PRM L87778 09.21-As-Built/Existing GradeNote: Some items in above leaena may not be aoo icable Order No. Front = 25' Rear = 20' Side = 7.5' WYNDHAM PRESERVE LOT 182 PB 81, PG 93) I`SETBACK LINE (TYP) SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying, Inc. at the time of this survey, and is subject to title review and/or abstract. GeoPoint Surveying, Inc. makes no representations or guarantees pertaining to easements, rights -of -way, set back lines, reservations, agreements, and other similar matters. 2. This survey is limited to above ground visible improvements, and that nothing below the ground was located including, but not limited to foundations (footings), utilities, etc. 3. Elevations shown hereon are in feet and are referenced to the NATIONAL GEODETIC VERTICAL DATUM OF 1929 (NGVD29). 4. This Survey is subject to matters shown on the plat of IMI)HAM PRESERVE", City of Sanford Seminole County, Florida. 5. Additions or Deletions to survey maps or reports by other than the signing party or parties is prohibited without the written consent of the signing party or parties. 6. This survey is intended to be displayed at 1' - 20'. 7. All boundary line dimensions are field measured unless otherwise noted. LOT 218 F/R 112 NO /D O LOT 217 RR 112 NO /D T 216 DIMENSION NOTE: Proposed building dimensions shown hereon are of the exterior. PREPARED FOR: ASHTON WOODS FLOOD ZONE: The property shown hereon is on the Federal Emergency Management Agency's Flood Insurance Rate Map Panel Number 12127C-0765H. in Flood Zone 1" DESCRIPTION: LOT 182, according to the pli of "WYNDHAM PRESERVE" thereof as recorded in Plat Book 81, Page 93, of Public Records, Seminole County, Florida Last Date of Field Survey-, 10 27 2017 555 Winderley Place, Suite 109 This certifies that a survey of the hereon described property Maitland, FL 32751 was made under my supervision and meets the Standards of Phone: (321) 270-0440 Practice set forth by the Florida Board of Professional Fax: (813) 248-2266 Surveyors & Mappers in Chapter 5J-17, Florida Administrative Licensed Business No. LB 7768 code, pursuant to Section 472.027. Florida Statutes. GeoPoint Stir e ing, Inc. J ePROFESSIONAL D. ' Leviner LS6915 Drawn: MTP Checked: JDL P.C.: Data File:8e=anEnt-Plat RIDA SURVEYOR do MAPPER NO. ................ NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL I — Date: 10/30/17 Dwg: Farn9oard-Lot162 Order No.: ^ RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: