Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
4035 Night Heron Dr 17-1414; NEW SFH
q - /qff - COUNTY OF SEMINOLE IMPACT FEE STATEMENT a `4 0- STATEMENT NUMBER: 17100004 DATE: July 24, 2017 BUILDING APPLICATION #: 17-10000484 BUILDING PERMIT NUMBER: 17-10000484 UNIT ADDRESS: NIGHT HERON DR 4035 17-20-31-502-0000-1830 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: 4035 NIGHT HERON DR / LOT 183 SFR WYNDAM PRESERVE FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE 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 Housing 5,000.00 PARKS N/ LAW ENFORCE N/A DRAINAGE N/A 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 00 AMOUNT DUE 5,759.00 STATEMENT RECEIVED BY: f A V1 SIGNATURE: PTEMSi PRINT NAMFA DATE: V I NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER THE SEMINOLE COUNTY ROAD, FIRE/RESCUE, LIBRARY AND/OR EDUCATIONAL ISSUANCE OF A BUILDING PERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED IMPACT FEES MUST BE EXERCISED BY FILING A WRITTEN 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 RE UIREMENTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES OVERNING 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 AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE 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 THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE DETAIL OF CALCULATION AVAILABLE UPON REQUEST.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. 4- l gar 15 ion I L oT I S 3 ya3 S n;5h+ (- CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: • Documented onstruction Value: $ Job Address: if:Q e . Historic District: Yes-0 NoX Parcel ID: Residential Commercial Type of -Work:. New Addition .Alteration Repair Demo Change of Use Move Description of Work: Plan Review Contact Person: Title: Sm r CAnCA. Phone: LIM •-iFax: Email: d', sticfe TV ICL`• Property Owner Information Name 216 o n 1 tti et ,l•,r _ Phone: Street: 15-15 INC: '1i NYirv,- G6 D(,rj Resident. of property? City, State Zip: 'y i2:G6?k1at Contractor Information Name t' 1 Phone '•i0—l'• «—% •it Street: 113t Fax - -ancil City, State Zip: nn I . 1 LU State License No.: yn. _ I l - Architect/ Engineer Information Name: 4 lc irl2srl ` `K, Phone: alb. H- Co__OMIStreet: 'Cn 5;m I A_ . C-AP- `enFax: City, St, Zip: a[ E-mail• S1 I (yy&.•,1o.Ct Bonding Company: 1A 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. Application is hereby made to obtain a• permit to do the work and installations as indicated. I certify that.no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that it separate permit must be 'secured for electrical work,, plumbing, dgds, wells, poolsi 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: St° Editlon (2014) Florida Building Code Revised: lune, 30, 2015 /(/G L/ Permit Applicati.. V J 5 94 ` 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•ihe 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 construc n and zoning. Z4 Signature ofOwnedAgent Date Slgnalitreo ontrwor/Agent I Dite WilletE Print OwnodAgent's Name Mitt C c Signature of NotatyState of Florida Date to II-1 SARAN WOOLWINE MY (XIM USSION 1 FF 927159 a EXPIRES: go drAn,NotsyPokUnda ft— Owner/Agent is Personally Known to Me or Contractor/Agent is Personally Known to Me or Produced lD Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY' Permits Required: Building®' Electrical [a Mechanical o Plumbing® Gas Roof Construction Type: 45 Occupancy Use: 23 Flood Zone: _ A'IT tt y Total Sq Ft of Bldg: 7_4 S Z 1VIin:.Occupancy Load: \ # of Stories: \ New Construction: Electric - #•of Amps I <o Plumbing - # of Fixtures 15 Fire Sprinkler .Permit: Yes No [a #. of Heads Fire Alarm Permit: Yes No a APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: t" 1"1L S _Z441 FIRE: BUILDING: 5F 2- S I- t 1 Ok to construct single family home COMMENTS: _ with setbacks and impervious area shown on plan. gYto imp. T-;(414, 61 ev. U , 6 0,MV. Q_ig4 Revised: Juno 30, 2015 Permit Application 10L.T . 3 L403S Ai5-1h - WOO CITY OF. 8ANFORD BUILDING FIRE PREVENTION PERMIT-APPLICATION. 7ApplicationNo: Documented Constrifetion Value,`1----------- Job..Addresg: L4 oa r", Qv\ -)e Historic -District: Yesl11 No Parcel ID: Residential Cbmmercial1l] Type of Wbr-kv..-New yx Addition El.Alteration 11 Repair'[] Demo ti ChaJige of'Use-11 'Move 11 Description at Work. Plan Review Contact Person: acaeA Title: RaOA _CAnrA LPhone: 46~1 .-1 ]Fax:. Man,, Amall: Property Owner Information Name. Phone: Resident-6f.property?.: NoStreet: City,State:Zlp; Gr3'ncy:Sa eL 2W Ack- a Contiactbr-Information Name. Stktr City, S A aon&g Company: 1A Address: Photiet Am.! (dm- _-,n nn P4 Fax: !9= . k-J=U - G-70(-% State License No,; i nformatiqn- Phone: Fag, Wrtga gd Lender -01A AdOre.s-s: WARNING TO OWNER:. YOUR FAILUREVO REC ORD -A NOTICE OF COMMENCEMENT MAYAESULT IN -YOUR PAYING TWICE. FOR. IMPROVEMENTS TO. YOUR PROPERTY, A NOTICE OF COMMENCEMENT MUST BE RECORDED. AND POSTED ON THE. JOB SITE. BEFORE THEFIRST INSPECTION.., IF YOU INTEND TO, OBTAIN F Yff G 'OFWANCINP, CONSULT ' WITH YOUR LENDER OR A.N'A ORNEY BEFORE RECORDING YOUR NOTICE COMMENCEMENT. Applicatibn is herebymadeL-'tQ obtain a, permit -to do the wo&,and installations is indicated. -1 certify-that;no -work or ihstaUtion'has cornMencedprior tothe issuance. of a.perinitind t44tall work will kp.peifdrmqd*t6 ined(Atagdi* 0.4111 1#Ws'i6jWififi9coi1strq0ion in this jurisdiction. I .understand t.ha.t k te.okfiti pernt ntft-be -secured f6r electeliml work; ofiiribin -9W9,**s wells, pools; furnaces;boilers, hetttrsilanks, and air cbfidltiooers' W. FRC 105.3- Shall be inscribed with the dste:of,&pp&at1on-M4,tbe-coie in efted-as of that -date: SkEdition t1614).Floriaa Building Code Rqvizad:-4%me. 30,201S Permit Ap.Olicat.i.dn L103:S t4oTlcI3 .'ln addition to the requirements of_this-permit, there may b6 addition tril -p . licabli tfiis property that may be - ids ctioiwq e th i found in the public records of this couW'- au&'the&.rnay be additional permits requked: from other,,govermnental-entitiestsuch as water agencies: Acceptahce of permit is verification that.1 will notify, the owner of the property,of theleduiterntuts!of f1dridaLien Law, FS'713. The.City ofSanford requires, payrfieOt of a Olen: review fee at M tune of otrinit:sbbrnittal; A copy. of,the.execated-contmet:is,required in order to calculate a. plan review charge arid,wi , 11 be considered, the estitnaieA construction value of the job- at- ffie. 6me,of'subraittal.- Th6- actual-dotfstructibn Value,,Will be figured basdd-.on the current ICC Valuation Table in d(leqt at lthe,titricthe!pqrtnit.Jissued, in gaoedatiawith' localordinatice, Should calculated -charges figured: off the executed contract exceed-. ft. actual ;dnsthicd6a -value, credit-'* . ill be applied to your permitAes when-the,pennit is -issued. OWNER' S AFFIDAVIT:J certify that affoUthe tor.egdiig information: is atgtir ate. and that all work will be done hicompliance. with all -applicable laws regulating construe' na nd -andzoning. Sighatuto of Owh&Agcat Dato Signati0soiYontractor/A Print Ownc!/Agiiei N. imp Print 44L) 11-1 Signature of 146tary-44te of Florida Date to f 1, SARAHWOOLUNE MY COMMON # FF 927159 EXPIRES: October 13.2019 Boded Thru Nalmy Pak Undefuhm Ownek/ Agedt is -ftrs.onWlY KnoWnJo Me or Contractor/Agent,is_X Personally Known. to Md-or ProducedIV. Ty . ID Ab- e of`lD PC ofFbouqed. Type BE -LOW IS FOR OFFICE USE ONLY' Permits Required: Bdilding(_] Electrical [] Mechpical . F1 PlumbJ49[l GasEl Roof [I Construction Type: Occupancy Use: -Flood-Zone: Total Sq Ft -of -Bldg: of'Stories: New Construction: Electric - #'of Amps Plumbing -Aoffikturet. Fire Sprinkler. - Permit: Yes[] No n' #-of-Heads!. FireAlseik Permit: Yes[] Nor] AVIP 17F,. wA.T.8R-:- APPROVALS: ZONING:. UTILITIES: 5_—/4C_-f2wAs ENGINEERING-FIRE:. EiM.LDINO: icoma&NTS: Revised: hno 30.2015- Permit Appkatioh THIS INSTRUMENT PREPARED BY: Name: Sta 0 omesTeentAOW' vuSuiie-i2Address: NOTICE OF COMMENCEMENT State of Florida GRANT MALOYr SEMINOLE COUNTY CLERK OF CIRCUIT COURT & COMPTROLLER BK 8935 Ps 45 (iP9s) CLERK'S : 2017060804 RECORDED 06/16/2017 01:25:59 PH RECORDING FEES $10.00 RECORDED BY jeckenro County of Seminole Permit Number. 1'7— Parcel ID Number: 17-20-31-501-0000-60¢0 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, FloridaidStatutes. the follllowinsg icnnfoormation is provided in this Notice of Commencement. DESGTP. Tl9ht Heron Unve, t'AnTOra 9 ottha,p[ppert$ndgeet address if available) GC:OflstrUCtion OT eW F OliPJtOVEMENT: OWNER INFORMATION: Name: Brisson Investments, LLC Address: 27 N Summedin 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 Lienoes 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 o perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best o know tie a elief. Larry Dale Owners gnature Owners Printed Name Flcd rule 713.13(1 xg): ' The owner must sign the notice of commencement and no one else may be permitted to sign in his or her stead. - State of A, County of o r~ie o The foregoingistrumentwasacknowledgedbeforemethisdayof2 2a 0 u by Who Zr'sonally knownto me t" CC Name person making statement/ `"`` 43 0 UAl= OR who has produced identification type of identification produced: >• u p C=O CHRISTINA M. LEE tic ic ur 4y t? Commission fE FF 158118 Z UA Expires October 11, 2018 Notary Signature U 4 6ordod Twu Tmy Fab lnunnco!0038o-701 0 CV90 f W m THIS INSTRUMENT PREPARED BY: Name: Starlight Homes FL, LLC Address: luu" Iccllwuuu Suite 12 NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: GRANT MALOY, SEMINOLE COUNTY CLERK. OF CIRCUIT COURT & COMPTROLLER BK. 8935 P3 45 (1P9s) CLERK'S 4 2017060804 RECORDED 06/16/2017 01:25:59 P11 RECORDING FEES $10.00 RECORDED BY ,ieckenro Parcel ID Number: 17-20-31-501-0000 66+0 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chaggptter 713. FloridaNStatutes, the following information is provided in this Notice of Commencement. DES40SPNIOR Aie on FOnVe(L an orcc`ig oLthe Qperty dnI ffet address if available) G OnStruction OTneW ION F rPROVEMENT: OWNER INFORMATION: Name: Brisson Investments, LLC Address: 27 N Summedin 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 Lienoes 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 of perjury, I cl a that 1 have read the foregoing and that the facts stated in it are true to the best o know ge a elief. Larry Dale Owners Signature Owners Printed Name Flori tut. 713.13(1)(g): ' The owner must sign the notice or commencement and no one else may be permitted to sign In his or her stead LgState of CountyofTheforegoing i strument was acknowledged before me this day of 2 by . Who is personally known to me Name q7 person making statement I`"`' OR who has produced Identification type of identification produced: s+,ljS£ CHRISTINN M. LEE JhKh Commission # FF158194 / r l 7771 n , v, Expires October 11, 2018 Notary Signature o: nw,` BWd d Thm Tmy Fom tnSW&" soa rots O CV CIO z o yo Z O"'oOc0 u a ua xuz t— CCO W JzWy uuav m 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: 4035 Night Heron Drive Property Owner: Brisson Investments, Inc. Parcel identification Number: Not Available Phone Number: Email: The reason for the flood plain determination is: New structure Existing Structure (pre-2007 FIRM adoption) Expansion/Addition Existing Structure (post 2007 FIRM adoption) Pre 2007 FIRM adoption = finished floor elevation 12" above BFE Post 2007 FIRM adoption = finished floor elevation 24" above BFE (Ordinance 4360) O, SE ONLY Flood Zone: X Base Flood Elevation: N/A Datum: N/A FIRM Panel Number: 120294 0090 F Map Date: Sept. 28, 2007 The referenced Flood Insurance Rate Map indicates the following: The parcel is in the: floodplain floodway A portion of the parcel is in the: floodplain floodway 0 The parcel is not in the: floodplain floodway The structure is in the: floodplain floodway The structure is not in the: floodplain floodway If the subject property is determined to be flood zone 'A', the best available information used to determine the base flood elevation is: BP# 17-1414 Reviewed by: Michael Cash, CFM Date: May 24, 2017 d A . n U Application for Paved Driveway, Sidewalk or t0 p Walkway Including Right -of -Way Use & F _i$„_q Landscaping in Right -of -Way www.sanfordfl.gov Department of Planning & Development Services 300 North Park Avenue. Sanford Florida 39771 Phone:407.688.5140 Fax:407.688.5141 This permit authorizes work to be done on the subject property or in the City of Sanford's right-of-way in accordance with the City's regulations and the attached construction plans approved as part of this permit. The permit is required for driveway or sidewalk construction over 100 square feet of concrete or other material on the subject parcel and / or any construction of a i driveway, walkway or landscape improvements within the city right-of-way. It does not approve any work within any other K O jurisdiction's right-of-way. All requested information below as well as a current survey, site plan or plat clearly identifying the Know wuesbelow. 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: v 2. Proposed Activity: DrivewayEf'Oalkway 3. Schedule of Work: Start Date 4. Brief Description of Work: This application is.submitted by. Completion Date Property Owner. Signature.lam Print Name: Address: Phone: Fax: Email: Other: Date: Emergency Repairs 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 installationfimprovement fully restoring the right-of-way to its previous condition. In the event that any future construction of roadways, utilities, stormwater facilities, or any general maintenance activities by the City becomes in conflict with the above permitted activity, the permittee shall remove, relocate and/or repair as necessary at no cost to the City of Sanford insofar as such facilities are in the public right-of-way. If the Requestor does not continuously maintain the improvement and area in accordance with previously stated criteria, or completely restore the right-of-way to its previous condition, the City shall, after appropriate notice, restore the area to its previous condition at the Requestor's expense and, if necessary, file a lien on the Requestor's property to recover costs of restoration. To the fullest extent permitted by law, Requestor agrees to defend, indemnity, 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 attomeys 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: I 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 w15 ROW Use Driveway.pdf PERMIT # Project Name: Project Address: Contractor Name: CITY OF SANFORD BUILDING & FIRE PREVENTION DIVISION EARLY START AUTHORIZATION — APPLICATION/PERMIT 0 Sta ftW Homes Florida LLC br . Date: EARLY START AUTHORIZATION CONDITIONS N• City of Sanford and the Owner/contractor listed agree to the following: I . 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 k Owner Signature Date REQUIRED INSPECTION SEQUENCE STARLIGHT HOMES — DETACHED Permit# %"1 - I,41 %--1 BUILDING PERMIT Min Max Inspection Description 10 Foundation/Formboard 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 Address: '-1 03 S 4 % fefT t }tiR.vJ ELECTRICAL PERMIT Min Max Inspection Description 1 (.5 Underground Electric 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 RECORD COPY FORM R405-2014 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Lot 183 1827 UR Builder Name: Ashton Woods Street Permit Office: Semino a Coun City, State, Zip: Sanford , FL , 32773 Permit Number#' 7 4 1 4 Owner. Jurisdiction: Design Location: FL, Sanford County:: Seminole (Florida Climate Zone 2 ) 1. New construction or existing New (From Plans) 9. Wall Types (1820.0 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 1603.00 ft° b. Frame - Wood, Adjacent R=13.0 217.00 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 5. Is this a worst case? No 10. Ceiling Types (1909.0 sgft.) Insulation Area a. Under Attic (Vented) R=30.0 1909.00 ft2 6. Conditioned floor area above grade (ft2) 1909 b. N/A R= ft2 Conditioned floor area below grade (W) 0 c. N/A R= ft2 11. Ducts R ft= 7. Windows(161.0 sgft.) Description Area a. Sup: Attic, Ret: Main, AH: Main 6 381.8 a. U-Factor: Dbl, U=0.34 120.00 ft2 SHGC: SHGC=0.26 b. U-Factor: Dbl, 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 ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U-Factor: N/A ft2 a. Electric Heat Pump 30.0 HSPF:8.20 SHGC: Area Weighted Average Overhang Depth: 1.000 ft. Area Weighted Average SHGC: 0.257 14. Hot water systems a. Electric Cap: 50 gallonsS. Floor Types (1909.0 sqft.) Insulation Area EF: 0.950 a. Slab -On -Grade Edge Insulation R=0.0 1909.00 ft2 b. Conservation features b. N/A R= ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.084 Total Proposed Modified Loads: 56.24 PASSTotalBaselineLoads: 57.20 1 hereby certify that the plans and specifications covered by Review of the plans and TiIE ST,1r this calculation are in compliance with the Florida Energy specifications covered by this Code. calculation indicates compliance uj 1 with the Florida Energy Code. O PREPARED BY: r 11e 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. with the Florida Energode. OD WE'D OWNER/AGENT: BUILDING OFFICIAL: ' DATE: DATE: Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as certified factory -sealed in accordance with R403.2.2.1. 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 3:49 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 4 FORM R405-2014 PROJECT Title: Building Type: Owner. of Units: Builder Name: Permit Office: Jurisdiction: Family Type: New/Existing: Comment: Lot 183 1827 UR User 1 Ashton Woods Seminole County Single-family New (From Plans) Bedrooms: 4 Conditioned Area: 1909 Total Stories: 1 Worst Case: No Rotate Angle: 0 Cross Ventilation: No Whole House Fan: No Address Type: Street Address Lot # 183 Block/SubDivision: PlatBook: Street: County: Seminole City, State, Zip: Sanford , FL. 32773 CLIMATE J 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 1909 17753.7 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 Main 1909 17753.7 Yes 5 4 1 Yes Yes Yes FLOORS Floor Type Space Perimeter R-Value Area Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio Main 171.8 ft 0 1909 8' w 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 2135 ft' 0 ft' Medium 0.6 N 0.5 No 0 26.6 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 300 1909 ft' N N CEILING Ceiling Type Space R-Value Ins Type Area Framing Frac Truss TypeE# t Under Attic (Vented) Main 30 Blown 1909 ft2 0.1 Wood 4/24/2017 3:49 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 2 of 4 FORM R405-2014 WALLS Adjacent Space Cavity Width Height Sheathing Framing Solar Below 1 N Exterior Concrete Block - Int Insul Main 4.1 58 6 9 4 546.0 ft' 0 0 0.6 0 2 E Exterior Concrete Block - Int Insul Main 4.1 39 0 9 4 364.0 ft' 0 0 0.6 0 3 S Exterior Concrete Block - Int Insul Main 4.1 55 9 9 4 520.3 ft' 0 0 0.6 0 4 W Exterior Concrete Block - Int Insul Main 4.1 18 6 9 4 172.7 ft' 0 0 0.6 0 5 W Garage Frame - Wood Main 13 23 3 9 4 217.0 ft' 0 0 0.01 0 DOORS Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 W Wood Main None 39 3 7 21 ft' 2 W Wood Main None 39 2 8 7 18.7 ft' WINDOWS Orientation shown is the entered, Proposed orientation. V Wall Overhang Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 n 1 None Low-E Double Yes 0.34 0.26 30.0 ft' 1 ft 0 in 1 ft 0 in None None 2 e ' 2 Wood Double (Clear) Yes 0.58 0.25 41.0 ft' 1 ft 0 in 1 ft 0 in None None 3 e 2 None Low-E Double Yes 0.34 0.26 45.0 ft' 1 ft 0 in 1 ft 0 in None None 4 s 3 None Low-E Double Yes 0.34 0.26 15.0 ft' 1 ft 0 in 1 ft 0 in None None 5 w 4 None Low-E Double Yes 0.34 0.26 15.0 ft' 1 ft 0 in 5 ft 0 in None None 6 W 4 None Low-E Double Yes 0.34 0.26 15.0 ft' 1 ft 0 in 7 ft 0 in None None GARAGE Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 403 ft' 384 ft' 64 ft 9.3 ft 0 INFILTRATION Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Proposed ACH(50) .000414 2071.3 113.71 213.85 .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 dm 0.7 1 sys#1 4/24/2017 3:49 PM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 3 of 4 FORM R405-2014 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 ft' 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 6 381.8 ft Main 95.45 It Prop. Leak Free Main cfm 57.3 cfm 0.03 0.50 1 1 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan Venting H Jan Feb MarHFebX Mar Apr Apr Ma Jun [X] Jul [X Au May Jun [ ] Jul [ AugSeprlSe j] L.1OctetX Oct Nov Dec Jun [ j Jul [ Aug Sep l l Nov Oec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WO) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Runtime Vent 62 0 0 1 - Electric Heat Pump 1 - Central Unit 4/24/2017 3:49 PM EnergyGaugeO USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 4 F;[6j uL-U11*1671 1] ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 98 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (R") 7. Windows" Description a. U-Factor. Dbl, U=0.34 SHGC: SHGC=0.26 b. U-Factor. Dbl, U=0.58 SHGC: SHGC=0.25 c. U-Factor: N/A SHGC: d. U-Factor. N/A 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 Bloch - Int Insul, Exterior R=4.1 1603.00 W b. Frame - Wood, Adjacent R=13.0 217.00 ft 1 c. N/A R= ft' 4 d. N/A R= ft' 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=30.0 1909.00 ft' 1909 b. WA R= ft' Area c. N/A R= ft' 120.00Area R' 11. Ducts R ft' a. Sup: Attic, Ret: Main, AH: Main 6 381.8 41.00 R' 12. Cooling systems kBtu/hr Efficiency R' a. Central Unit 30.0 SEERA4.00 8. Floor Types Insulation a. Slab -On -Grade Edge Insulation R=0.0 b. N/A R= c. N/A R= ft' 13. Heating systems a. Electric Heat Pump 1.000 R. 0.257 Area 14. Hot water systems 1909.00 ft' a. Electric ft' b. Conservation features ft' None 15. Credits I certify that this home has complied with the Florida Energy Efficiency Code for Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: IV A. Date: UJ g I I Address of New Home: inCiry/FL Zip: kBtu/hr Efficiency 30.0 HSPF:8.20 Cap: 50 gallons EF: 0.95 Pstat O Tt1E STq co a M 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 3:49 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 183 1827 UR 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 3:49 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 183 1827 UR 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:: 1909 sq.ft. Cond. Volume: 17754 cu ft. Envelope Leakage Test Results Regression Data: C: n: Leakage Characteristics CFM(50): Single or Multi Point Test Data HOUSE PRESSURE I FLOW: I 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, TtIE STApF testing shall be conducted by an 0, approved third party. A written report of the results of the test shall be signed by the third party a 0 ( a conducting the test and provided to a fi the code official. Coo WE BUILDING OFFICIAL: DATE: 4/24/2017 3:49 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 183 1827 UR 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 Leakaqe 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 by Leakage Total Conditioned Floor Area) Qn,Out) 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 testing to Section 803 of the RESNET Standards by an energy rater certified in accordance with Section 553.99, Florida Statutes. BUILDING OFFICIAL: DATE: THE STq?' v 4'0D WI- 4/24/2017 3:49 PM EnergyGauge® USA - FlaRes2014 - Section R405.4.1 Compliant S Page 1 of 1 wrightsoft, Project Summary Enure House Energy Air, Inc 5401 Energy Air, Ct. Orlando, FL 32810 Phone: 407-888-3729 Email: GRenner(Menergyaircom Web: vmw.energyatrcom For: Notes: Lot 183 1827 UR, Ashton Woods Sanford, FL 32773 Weather: Orlando Executive AP, FL, US Job: Ashton- Stadight Date: 4118/2017 By: Plan: 1827 S Winter Design Conditions Summer Design Conditions Outside db 44 OF Outside db 93 OF Inside db 68 OF Inside db 75 OF Design TD 24 OF Design TD 18 OF Daily range L Relative humidity 50 % Moisture difference 44 gr/lb Heating Summary Structure 15200 Btuh Ducts 1779 Btuh Central vent (62 cfm) 1621 Btuh Humidification 0 Btuh Piping 0 Btuh Equipment load 18600 Btuh Infiltration Method Simplified Construction quality Semi -tight Fireplaces 0 He11 g Co 11Area (ft2) 999 Volume ( W) 17765 17765 Air changes/hour 0.26 0.14 Equiv. AVF (cfm) 77 41 Heating Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Model CH14NBO300000A AHRI ref 7835429 Efficiency 8.2 HSPF Heating input Heating output 28600 Btuh @ 47°F Temperature rise 29 OF Actual air flow 899 cfm Air flow factor 0.053 cfm/Btuh Static pressure 0.50 in H2O Space thermostat Backup: Input = 5 kW, Output = 17616 Btuh, 100 AFUE Sensible Cooling Equipment Load Sizing Structure 16260 Btuh Ducts 2205 Btuh Central vent (62 cfm) 1199 Btuh Blower 0 Btuh Use manufacturer's data Rate/ swing multiplier y 1. 00 Equipment sensible load 19664 Btuh Latent Cooling Equipment Load Sizing Structure 2027 Btuh Ducts 319 Btuh Central vent (62 cfm) Equipment latent load 1841 4187 Btuh Btuh Equipment total load 23851 Btuh Req. total capacity at 0.70 SHR 2.3 ton Cooling Equipment Summary Make Carrier Trade CARRIER AIR CONDITIONING Cond CH14NB0300000A Coil FB4CNP030L AHRI ref 7835429 Efficiency 11.7 EER, 14 SEER Sensible cooling 20020 Btuh Latent cooling 8580 Btuh Total cooling 28600 Btuh Actual air flow 899 cfm Air flow factor 0.049 cfm/Stuh Static pressure 0.50 in H2O Load sensible heat ratio 0.82 Capacity balance point = 34 OF Bold/ ifalle values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. f 2017-Apr-24 15 wrightsoft' Right -Suite® Universal 2017 17.0.08 RSU17013 P.a9ge 8 tCCA ... t Specific\Wyndham Preserve\Lot 183 1827 UR.rup Calc = Wit 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(Menergyaircom Web, www.energyair.com For: Lot 183 1827 UR, Ashton Woods Sanford, FL 32773 Design Conditions Outdoor design DB: 92.6°F Sensible gain: 19664 Btuh Outdoor design WB: 75.9°F Latent gain: 4187 Btuh Indoor design DB: 75.0°F Total gain: 23851 Btuh Indoor RH: 50% Estimated airflow: 899 cfm Manufacture's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Sensible capacity: 20104 Btuh 102% of load Latent capacity: 6015 Btuh 144% of load Total capacity: 26119 Btuh 110% of load SHR: 77% Design Conditions Outdoor design DB: 44.2OF Heat loss: 18600 Btuh Indoor design DB: 68.0OF Job: Ashton- Starlight Date: 4118/2017 By: Plan: 1827 S Entering coil DB: 76.3°F Entering coil WB: 63.6°F Entering coil DB: 66.3°F Manufacturer's Performance Data atActual Design Conditions Equipment type: Split ASHP Manufacturer: Carrier Model: CH14NB0300000A+FB4CNP030L Actual airflow: 899 cfm Output capacity: 28600 Btuh 154% of load Capacity balance: 34 OF Supplemental heat required: 0 Btuh Economic balance:-99 OF Backup equipment type: Elec strip Manufacturer: Model: Actual airflow: 899 cfm Output capacity: 5.2 kW 95% of load Temp. rise: 50 OF Meets are all requirements of ACCA Manual S. 2017-Apr-24 15:46.08 wrightsoft' Right -Suite® Universal 2017 17.0.08 RSU17013 page 1 ACCA .A Specific\Wyndham Preserve\lot 183 1827 UR.rup Calc = M.18 Front Door faces: W Duct System Summary Job: Ashton -Starlight wrightsoft' Date: 4118/2017 Entire House By: Energy Air, Inc Plan: 1827 S 5401 Energy Air, Cl, Orlando, FL 32810 Phone: 407-886-3729 Email: GRenner®energyaircom Web: www.energyair.com For: Lot 183 1827 UR, Ashton Woods Sanford, FL 32773 External static pressure Pressure losses Available static pressure Supply / return available pressure Lowest friction rate Actual air flow Total effective length (TEL) Heating 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.168 in/100ft 899 cfm Cooling 0.50 in H2O 0.22 in H2O 0.28 in H2O 0.140 / 0.140 in H2O 0.168 in/100ft 899 cfm 167 ft Name Design Btuh) Htg cfm) Clg cfm) Design FIR Diam in) H x W in) Duct Mad Actual Ln (ft) Ftg.Egv Ln (ft) Trunk Bat h 623 33 18 0.377 4.0 Ox 0 VIFx 4.3 70.0 Bede h 1239 66 43 0.349 5.0 Ox0 VIFx 5.2 75.0 Bed3 h 3572 189 157 0.349 7.0 Ox 0 VIFx 10.3 70.0 BeC14 h 1441 76 52 0.177 6.0 Ox 0 VIFx 28.5 130.0 st2 Fam/Din/lat c 1935 64 94 0.174 6.0 Ox 0 VIFx 35.5 125.0 stl Fam/Din/Kit-A c 1935 64 94 0.190 6.0 OX 0 VIFx 22.2 125.0 stl Fam/Din/lit-B c 1935 64 94 0.182 6.0 Ox 0 VIFx 29.2 125.0 stl Fam/Dm/Kit-C c 1935 64 94 0.178 6.0 Ox 0 VIFx 32.4 125.0 stl Foyer h 750 40 36 0.376 4.0 Ox 0 VIFx 4.5 70.0 MBa h 892 47 27 0.175 4.0 Ox 0 VIFx 29.8 130.0 st2 Meed h 2741 145 125 0.168 7.0 Ox 0 VIFx 36.7 130.0 st2 we h 544 29 17 0.177 4.0 Ox 0 VIFx 28.3 130.0 st2 Indy c 967 18 47 0.170 4.0 Ox 0 VIFx 29.3 135.0 st2 Trunk Htg Clg Design Veloc Diam H x W Duct Name Type cfm) cfm) FIR fpm) in) in) Material Trunk stl Peak AVF 256 377 0.174 691 10.0 0 x 0 VinlFlx st2 Peak AVF 315 269 0.168 578 10.0 0 x 0 VinlFlx Bold/italic values have been manually overridden 2017-Apr-24 15:46:08 wrightsoft• Right -Suite® Universal 2017 17.0.08 RSU17013 Page 1 AC0....t Specific\Wyndham Preserve\Lot 183 1827 UR.rup Calc = MJ8 Front Door faces. 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 Matl Trunk rb1 Ox0 899 899 0 0 0 0 Ox 0 VIFx 2017-Apr-24 15:46:08 wrightSOW Right -Suite® Universal 2017 17.0.08 RSU17013 Page 2 ACCA ...t Specific\Wyndham Preserve\Lot 183 1827 UR.rup Celc = MJ8 Front Door faces: W Job M Ashton- Starlight Performed for: Lot 1831827 UR 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 15:46:20 ham Preserve\Lot 183 1827 UR.rup 2" µta • 0 1-1/2" VTR PMft" VTR 1-1/2" VTR A A A STUDOR I I I I KS I I I we I I I I SH y 3" 2 LAV y 3" 3" I 211we LAV 2" M 1 I I 39' I TUB 3" wM V Z Gado A 0 v PLAN 1827 PLUMBING RISER DIAGRAM 51 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. POINT OF COMMENCEMENT NORTHWEST CORNER OF THE( NORTHEAST 1/4 OF SECTION 17-20-31 CCR #55989 WESTERLY LINE OF THE NORTHEAST 1/4 OF SEC 17-20-31 in BASIS OF BEARING) N O a vi CD rh 3 w 0 cn 0 o O 01 Z 0 POINT OF BEGINNING N89-40-51 "E 520.65 V-- C LEGAL DESCRIPTION PCP WYNDHAM PRESERVE - LOT 183 PLOT PLAN WYNDHAM PRESERVE LOT 183 af I'1- ty 14 ( Proposed) ZONIN WAt"WrEAAA111'---, Ok to construct single family home with setbacks and impervious area shown on plan. 43'10 imnp. O " a, mrn m V) c 0 ON t e O 0 N0 asv c 0-0 o v m H r C w M a 0 m N' mar- 0 N rV'Y-e-Pty- E(ev V) Cgralfa N"} LOT 182 V LOT 217 I 13. t N89'43'03"E 115.00' 2 26? I 'n . _. y. u7 2 4 U O r--'-----------------------------------------------' i 26.2' 41a LOT 183Z A W o vim, o_ O a l 58.5 t" I M i PROPOSED h o p a I PROPOSED AREA = 0 z I3io a0 a o ICONC WALK 1 STORY RESIDENCE 1 ; 12.3 4035 NIGHT HERON DRIVE I r` 6,900 S.F. t10.0 O I a 25. PORCH ,d 1827 FIREFLY 17.3 M PATIO o V)( Ti 0i I ELEVATION - U LOT 216 cr- CL I GARAGE - RIGHT 10.0 x p Vr PROPOSED DRIWEINAY N FFE= 28.2 a 0 Z 63.5 26.2' O O 25.3' -------------------------------------------------=; n i G I s I 115. 00' S89W I031 V 2 2PCPI LOT 184 LOT 215 ppp 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 1399.07 feet; thence N.89°40'51"E., a distance of 520.65 feet to the POINT OF BEGINNING; thence N.00°16'57"W., a distance of 60.00 feet; thence N.89043'03"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. L8 -Licensed Business LEGEND:ADUSSD-Access/Drainage/Utilities/Sidewalk B-Backflow Preventer Distance Easement S -Survey Sight PRMPermanent Ref. Monument R -Reported PCP -Permanent Control Point 0 -Description FP&L-Florida Power do Light P -Plat FFE-Finish Floor Elevation 0. . -Deed Book Water Meter O.R.-Official Records Book N-Water Valve P.B. -Plat Book V-Fire Hydrant P9•-Page RC® -Reclaimed Water Meter Elev. -Elevation RCM -Reclaimed Water Valve Cone. -Concrete Cable Box BP -Brick Paver m -Telephone Box SW -Sidewalk E-Electric Box FFE -Finished Floor Elevation Utility PoleCI -Curb Inlet Guy PoleR-UghtGTI-Grate Top Inlet Pole P.U.E.-Public Utility Easement E--Guy Anchor RCP -Reinforced Cone. Pipe OU--Overhead Utilities PVC -Polyvinyl Chloride O-Storm Sewer Manhole NCS -No Comer Set (Falls In Water) G-Sonitary Sewer ManholeSF -Square Feet ENNO -Electric Handhole D.U.E. -Drainage Utility Easement COO -Clean OutFMGD -MAG NAI do DISK CVD4-Irrigation Control Valve P.K. -Parker Kalon Nail b -Sign SIR -Set 1/2" Iron Rod LB7768 WX-Gote Water Valve SPKO -Set P.K. & Disk L87766 Gas Meter FlR-Found 1/2' Iron Rod L87768 9-Existing Grade FlP -Found 1/2' Iron Pipe LB7768 0 -Blow-off Valve FPKD-Found P.K. Nail do Disk LB7768 ----Drainage Flow Direction FCM -Found 4'x4" Concrete Proposed Design Grade Monument PRM LB7778 As-Built/Existing Grademote: Some items in above leaen may not be aee innhiw Description I Date I Dwn. Ck'd I P.C. I Order No. SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished 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 GEODEf1C 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. 5. This Plot Plan is subject to matters shown on the construction plans for ""DHAM 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 ONXXX Jeffies D. Leviner LS691FLORIDAPROFESSIONALSURVEYORdoMAPPERNo. 5 .............. NOT VAUD wrrHOUT THE SIGNATURE AND THE ORIGINAL DIIVIENSION NOTE: Proposed building dimensions shown hereon are of the exterior. LOT AREA CALCULATIONS LOT 6.900 SQ.FT. LIVING AREA= 1.909 SQ.FT. GARAGE = 403 SQ.FT. ENTRY 70 SQ.FT. DRIVEWAY = 405 SQ.FT. PATIO = 100 SQ.FT. WALKWAY = 77 SQ.FT. IMPERVIOUS- 42.9 X SOD 3.936 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 DRIVEWAY = 519 SQ.FT. SIDEWALK = 377 SQ.FT. SOD = 4.182 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 1" DESCRIPTION: PROPOSED LOT 183, 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 77W GeoPoint. Surveying, Inc. Drawn: JE Checked: JDL P.C.: Data FlIe:BriaaonEost-Plat Date:04/18/17 Dwg:&issonE=t-tot163 l0rder No.: e- 17 - TWN. 20 S. - RNG. 31 E. I Field Bk: - RECORD COPY PALM ER ELECTRIC Ashton Woods Homes Semmole 1827 Starlight LOAD CALCULATION May 26, 2017 I. HVAC LOADS (NEC 2011 - 220.821C1(3)- (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 0.67 7.67 KVA 2 KVA 3 KVA 4 KVA 5 KVA TOTAL CONNECTED LOAD FOR HVAC SYSTEMS 13.07 KVA TOTAL LOAD FOR COMPRESOR @ 100% 5.40 KVA TOTAL LOAD FOR AIR HANDLER @ 65% 4.99 KVA TOTAL HVAC DEMAND LOAD 1039 KVA 11. GENERAL LOADS (NEC 2011 - 220.82(B111-(41) LIGHTING 1909 Sq Ft @ 3VA/Sq. Ft 5.73 KVA QTY VALUE TOTAL KVA 2 SMALL APPLIANCE CIRCUITS 1.50 3.00 KVA I LAUNDRY CIRCUIT 1.50 1.50 KVA DRYER CIRCUIT 5.00 5.00 KVA 0 STACK WASHER/DRYER 5.00 WATER HEATER (1) 4.50 4.50 KVA 0 WATER HEATER (2) 4.50 1 DISHWASHER 1.20 1.20 KVA I DISPOSAL(1) G 0.80 0.80 KVA 0 DISPOSAL(2) 0.80 0 RANGE/OVEN (1) 7.20 I RANGE/OVEN (2) 12 00 12 00 KVA COOKTOP CIRCUIT 7.20 SUMMER KITCHENAENAIR GAS 1.50 I MICROWAVE CIRCUIT #I , 7 4 2.5500 2.50 KVA 0 JACUZZI TUB CIRCUIT y 0 40 AMP CAR CHARGER 9.60 30AMP POOL CIRCUIT 7.20 60ANM POOL CIRCUIT 14.40 0 80AMP POOL CIRCUIT 19.20 CONNECTED LOAD (GENERAL LOADS) 36.23 KVA I ST 10 KVA (GENERAL LOADS) @ 100% 10.00 KVA REMAINDER (GENERAL LOADS) @ 40% 10.49 KVA SUB -TOTAL (GENERAL LOADS) 1NEC 2011 - 220.82(Bll 20.49 KVA HVAC LOADS 1039 KVA GENERAL LOADS 20.49 KVA TOTAL DEMAND -LOAD (NEC 2011 - 220.821A)1 30.88 KVA MINIMUM SERVICE SIZE 128.65 AMPS RECOMMENDED SERVICE SIZE 150 AMPS RECORD COPY Typical 150 Amp Electrical Diagram 154!,A 4 p Maim 120V / 240V Typical 150 Amp Interior Panel t ,1L SA 0 O0 2/0 SER Aluminum Service Cable Or 2" Conduit & (3) 2/0 XHHW AL & (1) 1/0 XHHW AL 250.94 Intersystem Bonding Bridge Power 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: 1111648 - Ashton Woods Homes - 1827 Firefly MiTek USA, Inc. Site Information: 6904 Parke East Blvd. is a L 610 4115CustomerInfo: Starlight Project Name: Lot 183 Wyndham Preserve Model: 1827 Pr ly Lot/Block: 183 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: FRC2014/TP12007 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 17 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 61 G 15-31.003, section 5 of the Florida Board of Professional Engineers Rules. No. I Seal# I Truss Name I Date 1 1 T11362272 1 A01 6/14/17 12 I T11362273 I A02 16/14/17 13 I T11362274 I A03 1 6/14/17 1 14 I T11362275 I A04 1 6/14/17 15 I T11362276 I A05 1 6/14/17 16 I T11362277 I A06 1 6/14/17 J 7 IT11362278IA07 6/14/17 1 18 I T11362279 I A08 1 6/14/17 1 19 1 T11362280 1 A09 1 6/14/17 1 110 I T11362281 I A10 1 6/14/17 1 111 I T11362282 1 BO1 1 6/14/17 1 112 I T113622831602 1 6/14/17 113 1 T11362284 1 CJ1 1 6/14/17 114 1 T113622851 CJ3 1 6/14/17 15 1 T11362286 1 CJ5 6/14/17 16 I T11362287 I EJ7 1 6/14/17 117 1 T11362288 I FiV 1 6/14/17 1 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. 6 3 380 i O: STATE OF : 0011 NAL 0 %% j011111110" Thomas A. Albanl PE No.39380 MRek USA, Inc. Ft. Cert 6634 6904 Parke East Blvd. Tampa FL 33610 Date: June 14, 2017 Albani, Thomas 1 of 1 puss Truss Type aty Ply As"on Woods Homes • 1827 Frety T11362272 1111648 A01 Hip Girder 1 2 Job Reference (optional) ID:psUE82F831JOjhSvTmHI5Fy76i4-W60b Oo_REurt?B200gt00xoIkMbToIBA741Z2z6MuL 0 3.9.14 7-0-0 13.3.14 19.6-0 2S-8.2 32-0 0 35.2.2 39 0-0 0.0 3 9.14 3.2.2 6.3.14 6.2-2 6.2-2 8.9.14 3-2-2 3-9 14 Scate = 1:71.1 5.00 12 6z8 = SxB = 700 = Sx8 = 6x8 = 4 23 24 25 5 26 27 2a 629 30 31 32 337 34 35 36 8 3 OdaA1 iNSA t.el 18 37 38 17 39 16 40 15 41 42 1443 44 13 45 46 12 5xe STP = Sx8 = 2x4 114x10 MT20HS = Sx8 = 4x10 MT20HS = 2x4 11 Sx8 = 4x6 = 1.5x8 STP = 4x6 = LOADI G (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Vd PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.39 Vert(LL) 0.53 15 880 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.29 Vert(rL) 0.74 15 632 180 MT20HS 187/143 BCLL 0.0 ' Rep Stress Incr NO WB 0.67 Horz(TL) 0.15 10 n/a We BCDL 10.0 Code FRC2014lrP12007 Matrix-M) Weight: 482 lb FT = 20% LUMB R- BRACING - TOP C1 IORD 2x4 SP No.2 *Except* TOP CHORD 4.6,6-8: 2x6 SP M 26 BOT CHORD BOT C1 IORD 2x6 SP M 26 WEBS 2x4 SP No.3 REAC7 IONS. (lb/size) 2=2697/0-8-0, 10=2697/0.8.0 Max Horz2=-95(LC 23) Max Uplift2= 1531(LC 8), 10=-1531(LC 8) FORCE S. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP C1 IORD 2.3=-6498/3774, 3-4=-6365/3743, 4-23=-5969/3547, 2324=-5970/3548, 24.25=-5971/3548, 5-25=-5974/3549, 5.26=-10069/6269, 26-27=-10069/6269, 27-28=-10069/6269, 28-29=-10069/6269, 6-29=-10069/6269, 6-30=-10069/6269, 30-31=-10069/6269, 31.32— 10069/6269, 32- 33=-10069/6269, 733=-10069/6269, 7-34=-5974/3549, 3435=-5971/3548, 35-36=-5971/3548, 8-36=-5969/3548, 8-9=-6365/3743, 9.10=-6499/3774 SOT ClORD 2-18— 3402/5963, 18-37=-5443/9043, 37. 38_ 5443/9043, 17-38=-5443/9043, 17- 39=-5443/9043, 16.39=-5443/9043, 16-40=-5443/9043, 40.41=-5443/9043, 15-41=-5443/ 9043, 15-42_ 5443/9043, 42-43=-5443/9043, 14-43=-5443/9043, 14.44=-5443/ 9043, 13-44— 5443/9043, 13.45=-5443/9043, 45-46=-5443/9043, 12-46=-5443/ 9043, 10-12=-3402/5963 WEBS 3-18=-285/202, 4.18=-1140/2032, 5-18=- 3419/2239, 5.17=-123/426, 5-15=- 749/1162, 6.15_ 647/459, 7-15=-749/1162, 7-13=-123/426, 7-12=-3419/2239, 8-12=-1140/ 2032, 9-12=-285/202 Structural wood sheathing directly applied or 4-9-11 oc puffins. Rigid ceiling directly applied or 9-4.1 oc bracing. 1) 2-ply truss to be connected together with 1Od (0.131'x3') nails as follows: Top thords connected as follows: 20 - 1 row at 0-9-0 oc, 2x6 -2 rows staggered at 0- 9-0 oc. Bottc m chords connected as follows: 2x6 - 2 rows staggered at 0.9.0 oc. Web connected as follows: 20 - 1 row at 0-9-0 oc. 2) All to ads are considered equally applied to all plies, except if noted as front (F) or back ( B) face in the LOAD CASE(S) section. Ply to ply Conn ctions have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Un lanced roof live loads have been considered for this design. 4) Wind ASCE 7-10; VUII=140mph ( 3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Ops(; h= 151t; B=741t; L=39ft: eave=5f : Cat. II; Exp ; Encl., GCpi=0.18; MW FRS (directional); Lumber DOL=1.60 plate grip DOL=1.60 5) Prov de adequate drainage to prevent water ponding. 6) All pl ales are MT20 plates unless otherwise Indicated. 7) This runs has been designed for a 10. 0 psf bottom chord live load nonconcurrent with any other live loads. 8) ' Thl 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 be ween the bottom chord and any other members. Q W RNINO - Vedry doefyn parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MO.7473 rov. rho MIS BEFORE USE valld for use only v4m Wtek®connoclas. [his design Is bxaed orgy upon paamelen shown. and is for an Individual buldlrng component, rat a it IxAdI,Q system Betofe use. Ito "ding designer must vorlty the aIX lcok)llly of design pwrameters and properly Incorpaote this design Into Ilia ovmall design. ®acing indicated Is to buckling of Irndividual Inns web and/a chord members orgy. Additional lemrxxay and Iormanont tracing MOW is alw prevent 3W tegu ked for sktAlty and to rrevenl collapse with possUo personal In"y and property damage. For general guidance regarding the fatyk n1im slorago, delivery, etection and bracing of muses and Inca syslems, seeANSI/IPI I Quality, Criteria. OSS-69 and SCSI Building Component 6004 Parke East Blvd. Safetj Information avditabbe from truss Plato tnslihrte. 218 N. Lee Street. Sulbe 312. Nexarndtba. VA 22314. Tampa. FL 33610 Job Truss Truss Type ty Ply Ashton Woods Homes - 1827 Firstly T11362272 111648 A01 Hip Girder 1 f2 Job Reference(optional) Buddefs First Source. . Gtovetand. FL. 34738 640 a iw, la a . c . r yvA10.psIJE82F831JOthSvTmHI5Fy76r4-W60b 00_REuii?BZOOgtOQxoIkMbToIBA741 MuL NOTES- 9) Provid a mechanical connection (by others) of truss to bearing plate capable of Withstanding 100lb uplift at joint(s) except Qt=lb) 2=1531, 10=1531. 10) 'Se 1-rigid pf(chbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 11) Han r(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 184 lb down and 208 lb up at 7-0-0. 110 lb down and 122 lb up at 9-0-12, 110 I down and 122 lb up at 11-0-12. 110 lb down and 122 lb up at 13-0-12, 110 lb down and 122 lb up at 15-0.12, 110 lb down and 122 lb up at 17.0.12. 110 lb down and 122 I up at 19-0-12. 110 lb down and 122 lb up at 19-11-4. 110 lb down and 122 Ib up at 21-11-4. 110 lb down and 122 lb up at 23-11-4. 110 lb down and 122 lb up at 25-1 -4, 110 lb down and 122 lb up at 27.11-4. and 110 lb down and 122 lb up at 29-11-4. and 184 lb down and 208 lb up at 32-0-0 on top chord, and 329lb down and 182 lb gat 7-0-0,64Ibdownand721bupat 9-0-12,64Ibdownand72Ibupat 11-0-12,641bdownand721bupat 13.0-12,64 Ibdown and 72 Ibupat 15-0.12, 64 Ib down and upat 17.0.12,64Ibdownand72Ibupat 19-0.12,64Ibdownand72Ibupat 19-11.4,64Ibdownand72Ibupat 21.11.4,64Ibdownand72Ibupat 23-11-4,641b and72Ibupat 25-11-4,64Ibdownand72Ibupat 27-11.4,and641bdownand721bupat 29-11.4,and3291bdownand182Ibupat 31-11-4 on bottom chord. The n/selection of such connection device(s) is the responsibility of others. LOAD C SE(S) Standard 1) Dead Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Unilon n Loads (pit) Vert: 1-4=-54, 4-8=-54, 8-11=-54, 2.10=-20 Concii ntrated Loads (lb) Vert: 4=-90(B)8— 90(B) 18=-329(B) 5=-90(B) 17=-40(B) 13=-40(B) 7=-90(8) 12=-329(8) 23=-90(8)25= 90(B)27= 90(B)28=-90(B)29=-90(B)30=-90(8) 31=-90(B) 32=-90(8) 34=-90(B) 36=-90(B) 37=-40(B) 38=-40(B)39— 40(B)40=-40(B) 41= 40(B)42=-40(B)43=-40(B)44=-40(B)45=-40(B)46=-40(8) Q WAjWO Yoft deslyn pansmoters and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MIF7473 nv. 10403W IS BEFORE USE Idler useonlyvAln MlleMconnectots. ft design Is basod only upon pa ctmelers shown. and Is for an I dividual building component. notatrustam. Beforeuse. the twlldlrtg designer must verily the aprxk;ability of design patamoters and ptoperly Incorpotate this design Into the overallIxDUesign BracingIndicatedIstopreventbuddingofIndividualmissweband/a chord members only. Additional temporary and permanent btacing M!Tek' is atwrequited ra stability and to prevent cotic.Txo with possible porsorx9 Inury and ptopeny damage. Fa general guknce rwjcudling ihofabrlCstorage, delivery, erection and bracing of Misses and tniss systems soeANSKPI I Quality Criteria. DS649 and BCSI Building Component 6904 Parke East Blvd. safetormallon available from truss Plate Institute. 218 N. Lao Street. Suite 312. Alexandda. VA 22314. Tompa, FL 33610 rus Truss Type oty Ply Ashton Woods Homes • 1827 Firely Ttt362273 1111848 A02 Hip 1 1 Job Reference (optional) yo. ID:psUES2F831J01hSvTmHl5Fy76r4 _I zBMpcCXOZK9mly5L6ZdUvw8ZmCH3KPrW18Vz6MuK t 4.9.14 9-0-0 16.0.9 22-11.7 30.0-0 2 2.2 39.0•o 0-0 4.9.14 4.2.2 7-0.9 6-10'13 7.09 4.2.2 4.9.14 -0 Scale = 1 71.1 Sxe = 30 = 5x6 = 5x8 = 5.00 FIT 4 25 26 275 6 28 29 30 7 2x4 20 i 3 e 2324 3132 1.Sxa STI 1 Sx8 STP= 9 Za l201l 3x6 = 16 15 14 13 12 11 3x4 = 4x6 = 3x4 = 5x8 = 06 = 3x4 = LOAOIN psf) SPACING- 210-0 CSI. DEFL. In (loc) Well Ud TCLL 20.0 Plate Grip DOL 25 TC 0.70 Vert(LL) 0.37 13-14 999 240 TCDL 7.0 Lumber OOL 1.25 BC 0.87 Vert(rL) 0.86 13-14 542 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.54 Horz(TL) 0.21 9 n/a n/a BCDL 10.0 Code FRC2014/TPI2007 Matrix-S) TOP CH RD 2x4 SP No.2 SOT CH RD 20 SP No.2 WEBS 2x4 SP No 3 3x6 = PLATES GRIP MT20 244/190 Weight: 190 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS. (Ib/size) 2=1497/0-8-0, 9=1497/0.8.0 Max Horz 2=- 11 9(LC 10) Max Uplift2=-457(LC 12), 9=-457(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-23=-3011/1318, 23.24=•2952/1325, 3.24— 2946/1329, 3.4=-2797/1171, 4-25=-3541/1498, 25.26=•3541/1498, 26-27=-3541/1498, 5-27=-3541/1498, 5-6=-3540/1497, 6-28=-3540/1497, 28-29=-3540/1497, 29-30=-3540/1497, 7-30=-3540/1497, 7-8=-2797/1171, 8.31=-2946/1329, 31-32=-2951/1325, 9-32=-3010/1317 BOT CH RID 2-16=-1142/2720, 15.16=-914/2566, 14-15=-914/2566, 13-14=-1283/3541, 12-13=-920/2567. 11-12=-920/2567, 9.11= 1148/2720 WEBS 4-16=0/318, 4-14=-466/1197, 5-14=-431/300, 6-13=-393/301, 7-13=-465/1196, 7.11=0/318 1) Unbal nced roof live loads have been considered for this design. 2) Wind: NSCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2ps1; BCDL=6.Opsf; h=151t; B=741t; L=3911; eave=51t; Cat. 11; Exp C Encl., GCpi=0.18; MW FRS (directional) and C-C Exterlor(2) -1.0.0 to 2-10-13, Interior(1) 2.10.13 to 9-0-0, Extedor(2) 9.0.0 to 35-6- Interior(l) 35-6-3 to 40-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL= .60 3) Provi adequate drainage to prevent water ponding. 4) This it ss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This cuss 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 betv reen the bottom chord and any other members. 6) Provi mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) except Qt=lb) 2=457, 9=457 7) This tr iss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 14" gypsum sheetr ck be applied directly to the bottom chord. 0 WA WG • Vanity OerJyn penmofon end READ NOTES ON TN13 AND INCLUDED MI7EK REFERANCE PAGE N47g9 rov. /tL01/1016 BEFORE USE Oosl rt da for use only v4m Mllele®conrwctas. RYs de51Qt h based only Won parameters shown, arts Is la an trtdlvkfud IxtBdhtg component, not a Ituss txA fern. Before use. the Wlclrtd designer must vodfy the appticdtUlly, of design paiontelets and popedy Incorpotale ifllt design Into the overall design. Btactrtg Indicated h to rx,caing of IndnnrA,d Truss web and/or chord memlxirs only. AddllkNal temrwrotY and permanent bracing M iTek' B dw povent req Aed for Mcbdny and to pevent collapse vAlh possible personal Irrpay and popeny damage. nor general gukkntco ragaralrttg the 6904 Parke East BlvdkdXICaIon. storage• delivery, eteetton and btacing of hussos and IRM systems. see.AN51/IPI I Quality Criteria. DSB-89 and SCSI Sulldlnp Component Safety 1 tarma8on avcllaMe Born Truss Plato institute. 21e N. Lod Street. Stdlo 312. Alexandit VA 22314. Tempo, FL 33610 Job Trus8 rust ype oty Ply Ashton Woods Hornes - 1827 Firefly Tft362274 f 111648 A03 Hip 1 1 I Job Reference tional I 0:ps1JEB2F831JOIhSvTmHI5Fy76r4-SUYLOrgEzr9PyJLyW psL5r18zYuaxhOUdR2sexz6MuJ 16.8-0 22.4 0 28.0.0 32.51 t 39-0-0 40-0 5.8-0 S8-0 580 4.571 665 1-0 Scale - 1:71.1 5x6 = 3x4 = 5x6 = 5x6 = 5.00 FI2 4 26 5 6 27 7 3x4 3x4 3 9 25 28 t 5x8 STP = 24 29 1.5x8 STP= v 1 9 10 17 16 15 4 13 0 12 11 2x4 II 3x8 -_ 4x6 = 3x4 = 4x6 = 3x8 = 20 II 3x8 3x8 = 66-5 1 t-0-0 196-0 28.0-0 32•S11 + 39-0-0 66.5 4-571 86-0 86.0 4-St1 665 Plate Of els Y - 2:0.8.0 0.0-10 4:0-3-0 0-2.4 6:0-3-0 0-3-0 7:0.3.0 0-2-4 9:0-8-0 0-0-to LOADIN psi) SPACING- 2-0-0 CSI. DEFL. In (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Gdp DOL 1.25 TC 0.43 Ven(LL) -0.28 14 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.90 Ven(TL) -0.72 12-14 >654 180 BCLL 0.0 ' Rep Stress Incr YES WB 073 HOrz(TL) 0.21 9 n/a Ma BCDL 10.0 Code FRC2014/TPI2007 Matrix-S) Weight: 193 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1497/0-8.0, 9=1497/0-8-0 Max Horz 2=- 1 43(LC 10) Max Uplift2=-457(LC 12), 9=-457(LC 12) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2.24=-2995/1205, 24.25=-2924/1213, 3.25=-2895/1222, 3.4=-2641/1118, 4.26=-2418/1086, 5.26=-2418/1086, 5-6=-2950/1244, 6-27=-2418/1086, 7-27=-2418/1086, 7-8=-2641/1118, 8.28=-2895/1222, 28-29=-2924/1213, 9-29=-2995/1205 BOT CH RD 2-17=-1031/2699, 16-17- 1031/2699, 15.16=-1027/2897, 14.15=-1027/2897, 13-14=-1028/2897,12-13=-1028/2897,11-12=-1037/2699,9.11=-1037/2699 WEBS 3.16_-386/243, 4-16=-215l734, 5.16=-722/315, 6.12=-722/315, 7-12= 215/734, 8-12=-387/243 NOTES- 1) Unbal inced roof live loads have been considered for this design. 2) Wind: kSCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opst; h=1511; B=7411; L=39ft; eave=5fl; Cat. II; Exp C Encl., GCpl=0.18; MWFRS (directional) and C-C Exlerior(2) -1-0-0 to 2-10-13, Intedor(1) 2.10-13 to 11-0-0. Extenor(2) 11-0-0 to 33-6-3, Intedor(1) 33-6-3 to 40-0.0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL= 60 3) Provid adequate drainage to prevent water ponding. 4) This it ss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 5) ' This russ 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 III Detv reen the bottom chord and any other members. 6) Provid 3 mechanical connection (by others) of truss to bearing plate capable of withstanding 100lb uplift at )olnt(s) except Qt=lb) 2=457, 9=457 7) This it ss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 14" gypsum sheet ck be applied directly to the bottom chord. WA ING . yerfy doafgn psameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MO.7413 rev. ta,03W IS BEFORE USE. fk'dOrn did! lot use only Win MIlek®conneclers. this design Is Lased only upon peamelers shown. and is for an Individual txddhV component. not a Russ tam. Before use. the building designer must verify Itne arXAlcahily of design parameters and poporly l ncottxxale Ittlt design Ingo the overall Biasing lrndicaled Is to buclNng of Individual Muss wob and/or chard members orgy. Additional temporary and permanent biasing M iTek' bull s Cdvv design provent required tot stability and to pevenl collog)w with possible personal trWy and property danage. For general grddgnce tegaalrng the 6904 Parke East Blvd. kllxk kxL storage. delivery, etoclion aril Lxoclrng of Incases and fhrs systems. secANSI/IPI I Quality criteria, OSS-69 arW $CSI 9ultding Component Taupe. FLSafety1ormallonavailablehornIrusPlateOnstitule. 218 N. Lee Street. Sullo 312. Alexandria VA 22314 33610 russ Truss Type oty ply Ashton Woods Horses • 1827 Firefly T1t362275 1111648 A04 Hip 1 1 Job Reference uonal w-w i e.nv.n•r on.v n... . ounuers nsi auume. vwwanu, rc..a+..w y,... '............................ .... .........._ ID:psUEB2F831JOIhSvfmnH 5Fy76r4-wh5kc2gtk9HGZTw84WNae2ZJoyGTgCEds51PANz6Mul 6.11.3 1344 19-6-0 28-0-0 32-0 4 39-0.0 0L4 6.11.3 6 O13 66-0 6.64 8-0-14 6 11-2 Scale = 1:71.1 5x8 — 2x4 11 5x8 = 5.00 F,2 4 25 26 5 27 28 6 4x6 i 4x6 247 d 1 x8 STP= 23 I 12930 1.5x8 STP = 1 8 9 - 1Y 00 16 15 14 13 12 11 10 2x4 II 3x4 = 34 = 3x8 _ 3x6 = 3x4 = 20 II 3x8 3x8 = 6.11.3 13'" 19 6-0 28.0-0 32-0.14 39-0.0 6.11-3 6.0.13 6.6-0 6-6.0 6-0-14 6.11-2 Plate Off 3ets (KY)-- 2:0.4-2 0-1-8 4:0-5-12 0.2-8 6:0-5-12 0-2-8 7:0-0-0 0-0-0 8:0-4-2 0-1-8 LOADIN psf) SPACING- 2-0-0 CSI. DEFL. In loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.42 Ven(LL) 0.25 13 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.73 Ven(k) -0 57 13-15 >827 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.50 Horz(rL) 0.19 8 n/a IVA BCDL 10.0 Code FRC2014/TP12007 Matrix-S) Weight: 197lb FT = 20% LUMBE BRACING - TOP CH RD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CH RD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. (lb/size) 2=1497/0-8-0, 8=1497/0.8-0 Max Horz 2— 167(LC 10) Max Uplift2=-457(LC 12), 8=-457(LC 12) FORCE . (lb) - Max Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.23_ 3014/1187, 3-23=-2943/1205, 3-24=-2492/1041, 4.24=-2480/1061, 4.25=-2544/1142,25-26=-2544/1142,5-26=-2544/1142,5-27=-2544/1142, 27-28=-2544/1142, 6.28=•2544/1142, 6-29=-2480/1061, 7-29=-2492/1041, 7-30=-2943/1205, 8.30=-3014/1187 BOTCH AD 2-16=-1017/2717, 15-16=-1017/2717, 14-15=-753/2250, 13-14=-753/2250, 12.13— 759/2250. 11-12=-759/2250. 10-11=-1023/2717, 8.10=-1023/2717 WEBS 3-15=-561/294,4.15=-56/422,4-13=-192/526.5-13— 385/286,6-13=-192/526. 6-11=-56/422, 7-11=-562/294 NOTES- 1) Unbal nced roof live loads have been considered for this design. 2) Wind: AkSCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=15fh 8=74ft; L=39ft: eave=5ft; Cal. 11; Exp C Encl., GCpi--O.18; MW FRS (directional) and C•C Exterior(2) -1.0.0 to 2-10-13, Interior(1) 2-10.13 to 13.0-0, Exterior(2) 13.0.0 to 31.6• Interior(1) 31.6-3 to 40-0-0 zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate gnp DOL= .60 3) Provi adequate drainage to prevent water ponding. 4) This it ss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 5) ' This russ 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 bet een the bottom chord and any other members. 6) Provi mechanical connection (by others) of truss to bearing plate capable of Withstanding 100lb uplift at joint(s) except Qt=lb) 2=457, 8=45 7) This tr iss design requires that a minimum of 71W structural wood sheathing be applied directly to the top chord and W gypsum sheet ck be applied directly to the bottom chord. A WA Daslgn NWG • Verily design parameters and READ NOTES ON THIS AND INCLUDED MrrEK REFERANCE PAGE M/F747J rov. MOZWIS BEFORE USE kf for use ordy with Mllek® connectors. thisdesign Is basod only upon parameters shown, and is for on hdlNdral Milldlntg component. nol o truss lam. Before use. Ina buildlrtg designer must verify Ina cy,cob,lly of design parameters and rAopedy Incorlwrato this design into the over., design. Bracing Indicated Is to bucking of Individual tens web and/ot crxxd rnembels only. Additional temporary and Iwrmartenl Ixacing MiTe k' brAIs cdwa Ixevenl required lot stability and to rxevent cdtairm wnh possible MisordA Injury and Ixoperty damage. For genrei.l guidance regarding the 6904 Parke East Blvd latxIon, stotago, delivery, erection and bracing of misses card truss solemn, seeANsl/IPI I Quality Criteria, DSB-89 and SCSI Building Component FL safetyormanonova,able from 9rs Plate hstlMe. 218 N. Lao Street. Sulle 312, Alexandria. VA 22314. Tampa. 33610 runs rues ype ty Ashton Woods Harms • 1827 Fitetty T11362276 ftf1848 A05 Hip t f Job Reference (optional) ounaer s rs owrca, uivvew w, c. r av 1.0- 7.9.14 07.9.14 5. 00 12 5x6 = 4 5x6 23 3 ID: psUEB2F831 J0jhSvTmHl5Fy76i4.Ot16pOrVVSP7BdVKdDupAG6S5LawPa W n512z1gz6MuH 196- 0 24-0-0 31.210.0.239-0-0 g 4. 6-0 4$-0 7-2.2 7.9.14 t Scale = 1:72.5 3x4 = 5x6 = 24 5 25 6 26 5x6 1— 7 1. 5x8 STP= 27 1 5xe STP 2 a 9 k f J 15 14 13 28 29 12 11 10 3x8 = 2x4 II 4x6 3x8 = 3x8 = 4x6 = 2x4 II 3xe LOAOIN psf) SPACING- 2-0-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TIC 0.52 Ven(LL) 0.32 12-13 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.84 Vertf l-) 0.73 12-13 637 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.82 Horz(TL) 0.19 8 n/a We BCDL 10.0 Code FRC2014fTP12007 Matrix-S) Weight: 195 lb FT = 204b LUMBE - BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOTCH RD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 REACTIONS. ( lb/size) 2=1497/0-8-0, 8=1497/0.8.0 Max Harz 2=-191(LC 10) Max Uplift2_ 457(LC 12), 8=-457(LC 12) FORCE . ( lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-22=-2973/1146, 3-22=-2896/1167, 3-23=-2325/970, 4.23=-2247/990, 4.24_ 2085/988, 5- 24=-2085/988, 5-25=-2085/988, 6-25=-2085/988, 6-26=-2247/990, 7-26=-2325/970, 7. 27=-2896/1167, 8.27=-2973/1145 BOT CH)AD 2-15= 973/2673, 14-15=-975/2670, 13-14=-975/2670, 13-28=-703/2159, 28.29=-703/2159, 12- 29=-703/2159, 11-12=-982/2670, 10.11=-982/2670, 8- 1 0=-979/2673 WEBS 3-15=0/270, 3-13=-669/349, 4-13=-141/565, 5-13=-286/141, 5-12=-286/141, 6- 12=-141/564, 7-12=-671/349, 7.10=0/270 NOTES- 1) Unbal inced roof live loads have been considered for this design. 2) Wind: NSCE 7-10; Vult=140mph (3-second gust) V8sd=108mph, TCDL=4.2psf; BCDL=6.Opsf; h=15ft; B=74ft L=39ft; eave=5ft; Cat. II; Exp C Encl., GCpi=0.18; MW FRS (directional) and C-C Exterior(2) -1-0-0 to 2-10-13, Interlor(1) 2-10.13 to 15-0-0, Exlerlor(2) 15-0-0 to 29- 6-1, Interior(1) 29.6-3(0 40-0-0 zone;C-C for members and forces 8 MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL= . 60 3) Provl adequate drainage to prevent water ponding. 4) This it ss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 5) ' This iruss 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 beh ieen the bottom chord and any other members, with BCOL = 10.0psL 6) Provid 3 mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except 61=1b) 2=457, 8= 45 7) This it ss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and W gypsum sheet ck be applied directly to the bottom chord. WA Doslon NWQ • VM/y dedyn ptremefsrs and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE Mb71TJ rev. iGO3I10f5 BEFORE USE. kl lot use only with MI1ek® connectots. ids design is irked only upon paameters shown. and Is lot an IndIVOW building comdxxhenL not a truss lain. Belae use. the building designer must verify the appiicablity, of design par®netors and properly Mogxxale this design Into the overall Bracing Indicated Is to buckling Individual Ifuss web and/or Chad momb eis only. Additional lemrwrary and pormanonl txocing M iTek' txeis adw design. lxevent of rocµlted lot stability and to pfevent collaftw vAlh possible personal idsiy and rxop eny damage. Fot general gslckme tegcfrcfng the 6904 Parke East Blvd fabricIotLstorage, delivery, erection and txoctng of trusses and muss systems, secANSI/TPI I Quality Criteria, OSS-69 and SCSI guilding Component Tarnpa, FL 33610 SafetyormatonovalablefromitusPlatoInsIIMe. 218 N. Lee Skeet, Suite 312. Alexandria. VA 22314. ruse Truss Type ty Ashton Woods Honnaa • 1827 Firefly T11362277 1648r1' A06 Hp 1 1 Job Reference(optional) ouWari rprsr l —. urwamna. rL - 1-0-0 6.1.3 1.54 STP=STP= 27 3x6 = ID:psUEB2F831JOjhSvTmHj5Fy76i4-s3DU1ks7GmX_pn4WBxO2jTff1N18: oc; P7WFGz6MuG 27.56 32.10.13 11 39-0.0 0-0 5-5.6 5-5-6 6.1.3 5x8 = _ 5.00 12 5x6 6 7 30 3x4 US % 5 8 3x6 3x4 4 9 3x4 3 10 20 19 18 17 16 i5 14 13 2x4 II 30 = 3x6 = 3x8 = 3x4 = 20 II 3x4 = 36 = Scale - 1:72.5 n 28 1.Sx8 STP = 1112 ly US = Plate Oft ets (XY)-- 12:0-0-2,Edge1,16:0-5-12.0-2-81. 17:0-3-0.0-2-41, il1:0.8.0.0.0-101 LOADIN psf) SPACING- 2-0-0 CSI. OEFL. In hoc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Ven(LL) -0.22 17 >999 240 MT20 244/190 TCOL 7.0 Lumber DOL 1.25 BC 0.74 Ven(TL) -0.51 17-19 >910 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.69 Horz(fL) 0.19 11 n/a n/a BCDL 10.0 Code FRC2014/fP12007 Matrix-S) Weight: 215 lb FT = 20% LUMBE BRACING - TOP CH RD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4SPNo.3 WEBS IRow atnlidpt 6-16 REACTI INS. ( lb/size) 2=1497/0.8.0, 11=1497/0-8-0 Max Horz 2=-214(LC 10) Max Upliit2=- 457(LC 12), 11= 457(LC 12) FORCES. lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2.27— 3043/1108, 3-27=-2977/1124, 3.4=-2628/1053, 4.5=-2577/1065, 5-6=-2113/940, 6.7=- 1905/927, 7-8=-2114/940, 8-9=-2577/1065, 9.10= 2628/1053, 10-28=-2978/1124, 11-28=- 3044/1108 BOTCH RD 2-20= 944/2748, 19.20=-944/2748, 18-19— 802/2379. 17.18=-802/2379. 16-17=-565/1904, 15.16=- 809/2378, 14-15=-809/2378, 13-14=-951/2749, 11-13=-951/2749 WEBS 3. 19=-437/183, 5-19=-14/363, 5-17=-669/318, 6.17=-147/536, 7-16=-155/520, 8-16=- 667/318, 8-14=-14/362, 10.14= 440/183 NOTES- 1) Unbal nced root live loads have been considered for this design. 2) Wind: kSCE 7.10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2pst; BCDL=6.Opsf; h=1511; 13=7411; L=3911; eave=51t; Cat. II; Exp C Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1-0-0 to 2.10.13. Interior(1) 2-10-13 to 17-0-0, Exterior(2) 17-0-0 to 22-0. 0 Interior(1) 27-5-6 to 40-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip OOL= .60 3) Provid adequate drainage to prevent water ponding. 4) This Or iss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This russ 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) Provid mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) except 61=1b) 2=457, 11=45 7. 7) This Or ss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the lop chord and W gypsum sheelr ck be applied directly to the bottom chord. Q VM/ y dodpn poramston andREAD NOTES aN THIS AND INCLUDED NIIEK REFERANGE PAGEMIF7ITJ rev. 1041tY10/5 9EfORE USE.'Desld for use only Win tAlekO connectors. nits design is based only upon parameters shown, and ts for an Individual "ding component, nota J ANQ1trern. Before use. Iho txAd rvj designer must vedfy tie apolcabllty of doslOn patamelets and papally Incorporate this design Into Ite overdlbullesign. ®ache IndicatedtstobucklingofIndividualfosswoband/or chord members only Additional temporary and permanent brachg WOW Is alectutrad prevent for stability and to prevent collapse wllh passible personal"and property da=nago For general gu idafnce tegdsdhg Ire fatxL storage, delivery, eroction and bacfrng of trusses and truss systerM soeANS1/IPt I Quality Criteria. D$8.89 and SCSI I1u8ding Component 6904 Parke East Blvd. Safermall- avtllalxo hem ins Rate hullitite. 218 N. Lee Street. Sulto 312. Alexandrkx VA 22314. Tampa. FL 33610 Job I russ russ type ty Ashton Woods Homes • 1827 FireflyT11362278 1111648 A07 Hip 1 1 Job Reference(optional) ID: UN 1 Aku?kFhBuOFXDzEkkhnzPrH 1-KGnsE4t04frOwllle,;HFhBrg9F31bU4Y3X3niz6MuF 1.0 6.93 12-t0-10 t9-0-0 -0.0 26-16 32.2-13 39-0-0 -0-0 0 6 9 3 6.1 6 6-1 6 -0-0 6-1 6 6-1 6 6 9.3 -0-0 Scale = 1 72.5 Sx6 = 5x6 = 5. 00 12 5 6 0 to ro ci w '. 1413 •< ca w „ 3x4 = 4x6 = 3x4 = 4x6 = 3x4 = 3x8 = 3x8 = 3x4 = LOADIN pst) I SPACING- 2-0-0 CSI. DEFL. in (loc) Well L/d TCLL 20.0 Plate Grip DOL 1.25 TC 0.38 Vert(LL) 0.30 11-13 999 240 TCDL 7.0 Lumber DOL 125 BC 0.93 Vert(TL) 0.7411-13 637 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.27 Horz(TL) 0.18 9 n/a n/a BCDL 10.0 Code FRC2014/fP12007 Matnx-S) PLATES GRIP MT20 244/190 Weight: 200 lb FT = 20% LUMBER- BRACING - TOP CHORD 20 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied WEBS 2x4 SP No 3 WEBS 1 Row at midpt 4.14, 7-13 REACTIONS. lb/size) 2=1497/0-8-0, 9=1497/0-8-0 Max Horz 2=-238(LC 10) Max Uplift2=-457(LC 12), 9=-457(LC 12) FORCES. ( lb) - Max. Comp /Max. Ten. - All forces 250 (lb) or less except when shown TOP CHORD 2.23=-2988/1076, 3-23=-2920/1094, 3.4=-2730/1008, 4.24 1944/819, 5-24=-1931/838, 5- 6=-1739/820, 6-25=-1931/838, 7-25=-1944/819, 7-8=-2730/1008, 8-26=-2920/1094, 9- 26=-2988/1076 BOT CHORD 2.16=-904/2794,16-27=-708/2296,27.28=-708/2296,15-28=-708/2296,14-15=-708/2296, 13- 14=-428/1739,12-13=-714/2244,12-29=-714/2244,29.30=-714/2244, 11- 30=-714/2244, 9-11=•911/2695 WEBS 3-16=-324/254, 4.16=-57/525, 4-14=-758/382, 5-14=-211/557, 6-13=-211/557, 7- 13=.758/382, 7-11=-58/526, 8.11=•324/254 1) Unbali inced 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=6 Opsf; h=1511: B=74ft; L=39fh eave=5ft; Cat. II; Exp C Encl., GCpi=0.18; MW FRS (directional) and C-C Extedor(2) -1-0-0 to 2.10.13, Intenor(1) 2-10-13 to 19-0.0. Extenor(2) 19-0-0 to 20- 0-C, Interior(1) 25.6-3 to 40-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL= . 60 3) Provid B adequate drainage to prevent water ponding. 4) This tr iss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) ' This russ has been designed for a live load of 20.Opst on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 Wide will fit bet een the bottom chord and any other members, With BCOL = 10.Opsf. 6) Provid a mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) except (Itdb) 2=457, 9= 457 7) This it ss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 14" gypsum sheet ck be applied directly to the bottom chord. LOAD CASE(S) Standard Q WING Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE Mt-7473 rov. idDMIS BEFORE USE. lkl lot use ordy with Mllek® connectors. this deslgn Is based only upon parameters shown, and Is for an Individual building component, notfern. gjBeforeuse. Thee building designer must verity the alxxlalwlty of design patarnelers and rxor>Mly lncotpoiale this design Into the oveali Brocing Indicated Is to buckling of ItWNaual truss web aril/or chord members ohiy Additional lemporatry and permauhent txacI g MiTek' esign. prevent ec" red tot stabdty and to revent cdk{>se with posse Personal tnpay and properly damage Foigeneralgukkncetega iding the 6904 Parke East Blvd latxrLstorage, delivery, erection and Lxacing of trusses and truss systems, soeANSI/1PI I Quality Clledo, DSB-09 and SCSI building Component Tampa. FL 33610 safeormatonavalk"e torn trig Plate InsilMe. 218 N. Lee Street. Suite 312. Alexandria. VA 22314. Job puss cuss ype ty y Ashton woods Homes • 1627 FirstlyT11362279 1111646 A06 Common 13 1 Job Reference (optional) Burldoes First Source. Groveland, FL 34736 7.640 s Apr 19 2016 MTsk Industries. Inc Wed Jun 14 13:27:11 2017 Page 1 ID:psUEB2F831 JOihSvTmH15Fy76t4-pSLESOtNnNni24DvJMSW oukOb2chcO20nlGdJ9z6MuE 1-0 6.11.3 13.4.5 19.6-0 25.7.11 32-0.13 39.0-0 0-0 6.11.3 6.7 6.1.11 6.1.11 6•S•2 6.11.3 5.00 3x4 = 3x8 = LOADING (psf) SPACING- 2-0-0 TCLL 20.0 Plate Grip DOL 1.25 TCDL 7.0 Lumber DOL 1.25 BCLL 0.0 ' Rep Stress Incr YES BCDL 10.0 Code FRC2014/TP12007 LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.I 'Except' 11-13: 2x4 SP No.2 WEBS 2x4 SP No.3 REACTIONS. (Ib/size) 2=1497/0-8-0, 8=1497/0.8.0 5x6 = 4x6 = 3x8 = 4x6 = 3x4 = Scale - 1:69.9 3x8 = CSI. DEFL. in poc) Vdefl L/d PLATES GRIP TC 0.37 Vert(LL) 0.2710-12 >999 240 MT20 244/190 BC 0.84 Vert(rL) 0.63 12-14 >742 180 WB 0.45 Horz(rL) 0.16 8 rVa rVa Matrix-S) Weight: 191 lb FT = 20°e BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. WEBS 1 Row atmidpt 6.12,4.12 Max Horz 2=244(LC 11) Max Uplilt2=-457(LC 12), 8=-457(LC 12) FORCES. (lb) - Max. CompJMax. Ten. - All forces 250 (Ib) or less except when shown. TOP CHORD 2-21=-2968/1044, 3.21=-2901/1062, 3-4=-2671/949, 4-22=-1907/771, 5.22=-1839l789, 5-23=-1839/789, 6-23=-1907l771, 6.7=-2671/949, 7-24=-2901/1063, 8.24=-2968/1044 BOT CHORD 2.14= 862/2782, 14-25=-622/2267, 25-26=-622/2267, 13.26_ 622/2267, 12-13=-622/2267, 11 -12=-640/2205,11-27=840/2205, 27-28=-640/2205, 10-28=-640/2205, 8-10=-867/2678 WEBS 5-12=-349/1105, 6-12= 761/348, 6.10=-60/516, 7-10=-362/277, 4.12=-760/348, 4-14=-60/515, 3-14=-362/277 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; BC0L=6.0psf; h=1511; B=741t; L=3911, eave=51t; Cat. II; Exp C; Encl., GCpi=O 18; MW FRS (directional) and C-C Extedor(2) -1-0.0 to 2.10.13, Interior(1) 2-10-13 to 19-6-0, Exlerior(2) 19.6.0 to 23-4-13 zone,C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate gnp OOL=1.60 3) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent With any other live loads. 4) " This truss has been designed for a live 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 = 10.Opsf. 5) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) except at=lb) 2=457, 8=457. 6) This truss design requires that a minimum o17/16" structural wood sheathing be applied directly to the top chord and 14" gypsum sheetrock be applied directly to the bottom chord. WARNING • Verily design parameters and READ NOTES ON THIS AND INCLUDED M/TEK REFERANCE PAGE MIF7473 rev. I&MMIS BEFORE USE DWM vdkt lot use orgy vAth Wlek® connectors. Brits design Is Llased only upon paametors shown. and is for an Individual Lwldklg component, not a truss system. Before use. the buUdrvj designer must verify itxe applicability of design patarnetors and properly Incorporate this design Into the overall design. Boding Indicated Is to buckling of kldlviducl loos web and/or chad members only. Additional temporary and permanent txoctng Welk' btLdrlg prevent Is always rerltltod lot skuttillty, and to prevent collapse with p ossUo personal Injury and rropeny damage For genetcd gukki ice regarding the 6904 Parke East Blvd. fabrication, slaiage, delivery, erection and tracing of trusses and lnus systems soeANSI/1PI I Quality Criteria, DSB-69 and SCSI Building Component Safety Informakon avaitable train Truss Plate mstlMe. 218 N. Lee Stroal. Sulto 312. Alexandria. VA 22314. Tanga. FL 33610 Job Truss runs ype ty Ashton Woods Homes • 1827 FireflyT11362280 1111648 A09 Common 6 f Job Reference (optional) Buddees First Source. Groveland, FL 34736 r e4u s Apr 1e zum mn ex mausuies. me wed Jun 14 i.3 27 12 20i / Faye i IO,psUEB2F831 J0)hSvTmHl5Fy76r4-Hevdfmt&Yhv2gEo5s3zlL6GArz4VLRMMONOAsbz6MuD 1-0 8.9.14 13.2.8 19.6-0 25.9.8 32.2.2 39-0-0 0-0 6-9.14 6.4.10 6-3.8 6.3$ 6.4-10 6.9-14 Scale = 1:69 9 5x6 = IT0 3x6 = 20 II 1.5x8 STP= 3x6 = 1 SxS STP= 3x6 = 3x4 — 2x4 II 3x6 30 = 3x8 = LOADING (psi) SPACING- 2-0-0 CSI. DEFL. in (loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.40 Ven(LL) 0.07 16-19 >999 240 MT20 244/190 TCDL 70 Lumber DOL 1.25 BC 0.35 Ven(TL) -0.10 10-22 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.57 Horz(rL) 0.02 8 n/a n/a BCDL 10.0 Code FRC2014lrP12007 (Malnx-S) Weight: 203 lb FT = 20°b LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row atmidpt 5-13, 6-13, 4-13 REACTIONS. All bearings 0.8.0. lb) - Max Horz2=-244(LC 10) Max Uplift All uplift 100 lb or less at joint(s) except 2=-323(LC 12), 13=-374(LC 12), 15=-414(LC 12), 8=-194(LC 12) Max Grav All reactions 250 lb or less at joint(s) except 2=441(LC 21), 13=1461(LC 1), 15=721(LC 21), 8=598(LC 22) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. TOP CHORD 2-23=-400/378, 3-23=-339/391, 3-4=-177/430, 4-24=-76/465, 5-24=-65/577, 5-25=-75/577, 6.25=-86/460, 7-26=-730/213, 8-26=-792/200 BOT CHORD 2.16=-266/313, 15-16=-264/309, 14.15=-337/372, 13-14=-337/372, 10-11=-78/670, 8-10— 76/674 WEBS 5-13= 715/302, 6-13= 778/337, 6-11=-34/436, 7-11= 619/255, 7-10=0/259, 4-13=-272l70, 4-15=-341/259, 3.15=611/676, 3-16=-261/262 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 2psh BCDL=6.Opsl; h=151t; B=74th L=39ft, eave=5111; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exledor(2) -1.0-0 to 2-10-13, Interior(1) 2.10.13 to 19-6.0, Exterior(2) 19.6-0 to 23.4.13 zone; porch left exposed,C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 4) ' This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3.6-0 tall by 2-0-0 wide Will fit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 323 lb uplift at joint 2, 374 lb uplift at joint 13 414 lb uplift at joint 15 and 194 lb uplift at joint 8. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and %" gypsum sheetrock be applied directly to the bottom chord. WARNING - Verity doerpn parameters end READ NOTES ON THIS AND INCLUDED NIVEK REFERANCE PACE N11-7479 rov. 100t"IS BEFORE USE. Design voikl ton use only with tAlek® connectors this design B based orgy upon parameters shown. and Is for an Individual building component. not a truss system. Before use. the building designer must verify the appllcatAl fy of design parameters and properly Incorporate this design Into the overall buikffing design. Brockng Indicated Is to buckling of Individual Iruss web and/or chord members orgy. Addlllonal temporary and permanent bnm_Ing MOWprevent 6 always required for sk"Ifly and to prevent collapse with possible personal trfpay and property damage. for general guidance tegardlrtg the 6904 Parke East BlvdfabrkballorLstorage, delivery, erection and bracing of trusses and truss systems, seoANSI/iPI I Quality Criteria, DSB-89 and SCSI Building Component Tampa, FL 33610SafetyInformationavallabtefromtrussRateInslllule. 218 N. Lee Street. Suite 312, Aloxa cida. VA 22314 o fuss I fuss I ype oty Ply Ashton Woods Homes - 1827 Firefly T11362281 1111646 A10 GABLE 1 f Job Reference(optional) Builders First Source. Grovelend. FL 34736 r b4u s Apt IV "Le1 b IN ax mausfrues, Inc. web dun 14 rs:zr:u zui r raga r I D:ps U E B2F83 I J0jhSvTmHISFy7614-IrT?t5vc J? I OHONIOnU_tJpN7ML04s4W E t y01 z6MuC 1-0 61.14 11-7.15 17.2-0 19.6-0 21.124 27.4.1 32.10.2 3"-0 0.0 6-1.14 5$1 56.1 2.4.0 2<-0 5.6.1 5.6.1 6.1-14 -0 3x6 = Scale = 1:69.8 3x6 = c m 17.7 3x8 i 6 3x8 3x4 = 30 = 3x4 = 14 24 23 22 21 20 19 18 17 16 15 3%4 — 3x4 = 3x6 = 3x6 = 3x6 = LOADING (psi) 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 FRC2014lrP12007 CST. TC 0.30 BC 0.59 WB 0.67 Matrix-S) DEFL. In (loc) Vdefl L/d Vert(LL) -0.08 12-14 >999 240 Vert(rL) -0.22 12-14 >999 180 HOrz(rL) 0.01 10 n/a Na PLATES GRIP MT20 244/190 Weight: 302 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. WEBS 2x4 SP No.3 WEBS 1 Row at midpt 7-15 OTHERS 2x4 SP No.3 REACTIONS. All bearings 19-8.0 except Qt=length) 10=0-8-0. lb) - Max Horz2=-244(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 16 except 2=-144(LC 12), 15=-396(LC 12), 17=-149(LC 12), 22=-193(LC 12). 10=-202(LC 12) Max Grav All reactions 250 lb or less at joint(s) 16, 18, 20. 21, 23. 24 except 2=297(LC 21), 15=1263(LC 1), 15=1263(LC 1), 17=363(LC 1), 22=422(LC 21). 10=611(LC 22), 2=276(LC 1) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 Qb) or less except when shown. TOP CHORD 3-4=-51/290, 4-56— 30/438, 5.56=•l7/494, 7-57=0/296, 8-9=-581/220, 9-58=-774/304, 10.58=•826/293 BOT CHORD 21-22=-268/166, 20-21=-268/166, 19.20=•268/166, 18-19=-268/166, 17-18=-268/166, 16-17=-458/310, 15.16=-458/310, 14-15=-269/280, 13-14=0/263, 12-13=0/263, 10.12=-171/715 WEBS 7.15=-935/325, 7-14=-97/548, 8-14=-644/294, 8.12=-72/475, 9-12=-329/241, 5-15=-343/162, 4-17=-306/199, 3.22=-331/247, 5-7=0/485 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=6.Opsl; h=15f1; 6=74ft; L=39ft; eave=51t: Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Extedor(2) -1.0-0 to 2.10-13, Interior(1) 2-10-13 to 19-6-0, Extedor(2) 19.6.0 to 23-4-13 zone;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) All plates are 2x4 MT20 unless otherwise Indicated. 5) Gable studs spaced at 2-0-0 oc. 6) This truss has been designed for a 10.0 psi bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord In all areas where a rectangle 3-6-0 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 100 lb uplift at joint(s) 16 except Ot=lb) 2=144, 15=396, 17=149, 22=193, 10=202, 2=144. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 14" gypsum sheetrock be applied directly to the bottom chord. WARNINQ . Va1Iy dosign paramotars and READ NOTES ON THIS AND INCLUDED MREK REFERANCE PAGE MB-7473 rev. IdDYlOfS BEFORE USE Design valid tot use only Win Mtlekb connoctors. 1Ns design is based orgy upon paramoters Mown. and Is for an IndtvkAal "ding component. nor a Truss system Before use. the building designer must verity the applicability of design Marneters and property Incoglorate this design Into the ovora0 tuAdhg desfgn. Bracing Indicated Is to prevent I=Idgng of Individual puss web and/or chord members only. Addi9orel lempaary and poancmnt txacing WOW It always required for stability and to revent cdlcTno with possible persorull rdtry and properly damage. For general guidance regarding Ile tatxrcatlon, storogu, delivery, erection and bracing of trusses and truss systems. seeANSI/rPl l Quality Criteria, OSS-69 and BCSI Building Component 6904 Parke East Blvd Safety Information avdldiAe from truss Nate Institute. 218 N. lee Street. Suite 312. Alexandria. VA 22314 Tampa. FL 33610 Job Truss russ Type city ply Ashton Woods Homes - 1827 Firstly T11382282 1111648 801 Common Supported Gable 1 1 Job Reference(optional) Builders First Source. Otoveland, FL. 34736 • — a ^p ,u'u.. m" _^ 1AGUiM"• "'c• ••^" "UA ' „'.` "• • " ID:psUEB2F831J01hSvTmHj5Fy76r4-DION4RwG419HvYyU U9DOWMawmpkpSS&z6MuB 1-0-0 10-0-0 20-00 21-0-0 1.0.0 10.0.0 10-0-0 Scale = 1:36.1 4x6 = t o 30 = 18 17 16 15 14 13 12 30 = 5x6 = Plate Offsets (Y Y)-- f 16.0-&0 0-3.01 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in poc) Vdefl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.17 Vert(LL) 0.00 11 n/r 120 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.11 Vert(rL) 0.01 11 n/r 120 BCLL 0.0 ' Rep Stress Incr YES WB 0.08 Horz(TL) 0.00 10 n/a n/a BCDL 10.0 Code FRC20141rPI2007 Matrix) Weight: 92 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc pudins. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0.0 oc bracing. OTHERS 2x4 SP No.3 REACTIONS. All bearings 20.0-0. lb) - Max Horz 2=-131(LC 10) Max Uplift All uplift 100 lb or less at joint(s) 2, 16, 17, 18. 14, 13, 12, 10 Max Grav All reactions 250 lb or less at joint(s) 2, 15, 16, 17, 14, 13, 10 except 18=300(LC 17), 12=300(LC 18) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. WEBS 3-18=-211/280, 9-12=-211/280 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=6.Opsf; h=15it; B=74ft; L=3911; eave=211; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Comer(3) -1-0-0 to 2-10-13, Extedor(2) 2-10.13 to 10-0-0, Comer(3) 10-0-0 to 14-0-0 zone;C-C for members and forces & MW FRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads In the plane of the truss only. For studs exposed to wind (normal to the face), see Standard Industry Gable End Details as applicable, or consult qualified building designer as per ANSVTPI 1. 4) All plates are 2x4 MT20 unless otherwise Indicated. 5) Gable requires continuous bottom chord bearing. 6) Gable studs spaced at 2.0-0 oc. 7) This truss has been designed for a 10.0 psf bottom chord live toad nonconcurrent With any other live loads. 8) - This truss has been designed for a live load of 20.Opst on the bottom chord In all areas where a rectangle 3.6-0 tall by 2-0-0 Wide will fit between the bottom chord and any other members. 9) Provide mechanical connection (by others) of truss to bearing plate capable of Withstanding 100 lb uplift at joint(s) 2, 16, 17, 18. 14, 13, 12, 10. 10) "Semi -rigid pitchbreaks including heels" Member end fixity model was used in the analysis and design of this truss. 0 WARNING. Vorlry d*dIm pemW@ra and READ NOTES ON MIS AND INCLUDED MREK REFERANCE PAGE MIF7473 rev. 1403101E BEFORE USE Design valid for use only wllh fv01ek19 conneclo s. tills design Is tpsed oNy upon parameters shown. and Is for an individual building component. not a frus system. Before use, the building designer roust verify the ors)IIccibIlty of design pararnolers and properly Incogorate this design Into Ito overail building design Bracing Indicated is to provont budding of Individual truss web and/or chard members only. Additional temporary and permanent bracing MiTek' is always reyrdred for stability and to prevent collalm Win possible Misondi Inf ury and properly damage. For gorarat gukJance regarding the faixbatbrL storage, delivery, erection and bracing of trusses and truss systems. seeANSI/IPI I Quality Cdledo, OSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Information available from truss Rate Institute. 218 N. lee Street. Suite 312, Alexandria. VA 22314. Tampa, FL 33610 Job Truss Type Oty Ply Ashton Woods Homes - 1827 Firefly T11362203 1111648 802 Common 2 f Job Reference(optional) tsunaers rust bounce, utoverena, rL. 31rsb r "Us NPr Itl CV 10 M,1.x moos,.,... ,nc .a dun w ,d.' ,a car,. ID:psUEB2F831 JOjhSvTmHI5Fy76i4-hDalHnxurcH8XiXgYBXSykuktA_fYu7piLFgSwz6MuA 1-0-0 5.5.0 I 10-" _ 14.7.0 20-0.0 , 21-00 1-o-0 5-5-0 4-7-0 4-7-0 5.5-0 1-o-o ' Scale = 1:36.1 4x6 = Io 3x6 = Sx8 = 3x6 = 10-0.0 20-0.0 1a bn 10-0-0 Plate Offsets (XY)-- f2:0-0-14,Edgel,16:0-3-0,Edgel, f8:0-4-0.0-3-01 LOADING (pst) SPACING- 2-0-0 CSI. DEFL. in loc) I/defl Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1 25 TO 0.22 Vert(LL) 0.12 8-14 999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.77 Ven(TL) 0.33 8-14 728 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.18 Horz(TL) 0.04 6 rVa We BCDL 10.0 Code FRC2014/TP12007 Matrix-S) Weight: 86 lb FT = 20% LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No 3 REACTIONS. (lb/size) 2=794/0-8.0, 6=794/0-8.0 Max Horz 2=-131(LC 10) Max Uplift2=-261(LC 12), 6=-261(LC 12) BRACING - TOP CHORD Structural wood sheathing directly applied BOT CHORD Rigid ceiling directly applied. FORCES. (Ib) - Max. Comp./Max Ten - All forces 250 (lbj•or less except when shown. TOP CHORD 2-15=-1306/568, 3-15= 1260/581, 3-16=-989/406, 4.16=-938/419, 4.17=-938/420, 5-17=-989/406, 5-18=-1260/581, 6-18=-1307/568 BOT CHORD 2.8=-445/1165, 6-8=-463/1165 WEBS 4-8=-107/481, 5-8= 358/287, 3.8=-357/287 NOTES- 1) Unbilanced roof live loads have been considered for this design. 2) Wind: ASCE 7.10; Vu11=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsh h=15ft, B=74ft; L=39ft; eave=51t; Cat. II; Exp C; Encl., GCpi=0.18; MWFRS (directional) and C-C Exterior(2) -1-0-0 to 2-10-13, Interior(1) 2.10.13 to 10-0-0, Exterior(2) 10-0-0 to 13-10.13 zone;C-C for members and forces & MW FRS for reactions shown, Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 4) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 Wide will tit between the bottom chord and any other members. 5) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) except (jt=lb) 2=261, 6=261. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 14" gypsum sheetrock be applied directly to the bottom chord. WARNING - Vedly design parameters and READ NOTES ON THIS AND INCLUDED MIfEK REFERANCE PAGE MLI-7473 rev. I4MMI S BEFORE USE Design valld for use only with Mllek® connectors this design Is Lased only upon parameterssrtown. and Is for an Individual building component, ru wt atrusssystem. Before use. tho ixAlc9nlg deslgnet must vedty the applicability of design parameters anal Ixoperty Mcorpoiale ihts design Into Rig overall buIc Ing design. Bracing (ndlcated Is to buckling of lrtdWLKd truss web and/or chord members only Additional temporary and permanent tracing M!Tek' preventis always tw4ulred for slabilily arW to prevent collapse wllh possible personal Injury and property damage. For deneidi gtildame regadBrlg the East 6904PerksEastBlvd Parkefabrication, storage, delivery. erection and bracing of li sses and truss systems. seeANSI/IPI I Gualtry Criteria, OSS-89 and SCSI Building Component Tempe, 0 SafetyInfoatronavaltablefromtrussPlateInsifte. 218 N. Lee Street. State 312. Alexandria VA 22314. nn o toss toss ype ty Ashton Woods Homes - 1827 FireflyTtt362284 1111648 CJ1 Jack -Open 4 1 Job Reference (optional) Budder's First Source. Groveland. FL. 34736 r.wu s Apr iv zur o mr r ex mauserres, me Woo dun - r 4xi i a zv i r rage i ID:psUEB2FS31 JOIhSvTmHI5Fy7614-hDalHnxurcH8XIXgYBXSykumAAAcYw?piLFgSwz6MuA 14-0 __ 0-11.11 1.0.0 0-11.11 20 = LOADING (psi) SPACING- 2-0-0 CSI. TOLL 20.0 Plate Grip DOL 1.25 TO 0.08 TCDL 7.0 Lumber DOL 1 25 BC 0.01 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCOL 10.0 Code FRC2014/fP12007 Matrix-M) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (lb/size) 3=9/Mechanical, 2=112/0-8-0, 4=3/Mechanical Max Horz 2=43(LC 12) Max Uplift3=-4(LC 9). 2= 83(LC 12) Max Grav3=11(LC 17). 2=112(LC 1). 4=11(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when shown. Scale = 1:6.6 DEFL. in (loc) I/deft Vd PLATES GRIP Vert(LL) -0.00 5 >999 240 MT20 244/190 Vert(rL) -0.00 5 >999 180 Horz(TL) 0.00 2 n/a n/a Weight: 5 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 0-11-11 oc purtins. 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=6.Opsf, h=15ft; 13=741t; L=39ft; eave=5ft; Cat II, Exp C; Encl., GCpi=O 18, MW FRS (directional) and C-C Exlerlor(2) zone,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 psi bottom chord live load nonconcurrent with any other live loads. 3) ' This truss has been designed for a live load of 20 Opst 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 100lb uplift at joint(s) 3, 2. 6) 'Semi -rigid pitchbreaks with fixed heels" Member end fixity model was used in the analysis and design of this truss. O WARNING - Va ft dodtin Paremefers and READ NOTES ON THIS AND INCLUDED UREK REFERANCE PAGE MU-7473 rev. 14011"IS BEFORE USE. Design valid lot use orgy with Mllek® connectors. IMs design Is based only upon lxxometers shown, and h for on Individual I.xildhtg component, not a Imiss system Before use, the building designer must verity the arolcablity of design parameters and ritoperly Incorporate this doslgn Into the oveeati bxBdng design. &acing Indicated Is to buckling of Individual fit=web and/or chord members only. Addlllonal temporary and permanent bracing MiTek' prevent Is always recphed foe stability and to prevent coltgbse with possible personc l Injury and popedy cknnage. For general guidance regadrlg the fabrication storage, delivery. election and bracing of trusses and Iruss syslems, seeANSI/TPI I Quality Criteria. 0SB-69 and SCSI Building Component 6904 Parke East Blvd Safety IMomadlon avatiable from Truro Rate InsilMe. 218 N Lee Street. Suite 312. Alexandria. VA 22314. Tampa. FL 33610 Job I fuss as I ype oty mAshtonwoodsHoes - 1827 Firefly T1136228S 1111648 CJ3 Jack -Open 4 1 Job Reference (optional) tsudaars Frfst Sotitce, urovarena• FL. 34136 r wu a npr ra cu ro rwn arc mausmsa. me as sun .• r I0:psUE82F831 JOjhSvTmHj5Fy7614-hDalHnxurcH8XiXgYBXSykumAAApYw?piLFgSwz6MuA 141-0 2.11.11 1-0-0 2.11.11 Scale = 1:10.9 20 = Plate Offsets O ,Y)-- 12:0-1-14,0-0-101 LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.08 Ven(LL) -0.00 7 >999 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.06 Verl(TL) -0.01 4.7 >999 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) 0.00 2 n/a rVa BCDL 10.0 Code FRC2014/TP12007 Matrix-M) Weight: 11 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied or 2-11-11 oc puffins. BOT CHORD 20 SP No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS. (lb/size) 3=58/Mechanical, 2=182/0-8-0, 4=29/Mechanical Max Harz 2=76(LC 12) Max Uplift3=-38(LC 12), 2=-84(LC 12) Max Grav3=61(LC 17), 2=182(LC 1), 4=44(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind- ASCE 7-10; Vult=140mph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; 8=74ft; L=391t; eave=5ft; Cat. 11; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exledor(2) zone;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 100 lb uplift at joint(s) 3, 2. 6) 'Semi-Ogid pitchbreaks with fixed heels' Member end fixity model was used In the analysis and design of this truss. WARNING • Vedly deNyn peremeters end READ NOTES ON THIS ANO INCLUDED MfrEK REFERANCE PAGE Mt67479 rov. 101AUMI6 BEFORE USE Design valld la use only with MllekOconnectors. This closIM Is based only upon parameters shown, and Is lot at trWlvidual building component, not a truss system. Before use. Ile b lldln0 designer must verify the apptlicalAlly of design paranetets and property Incor osole Bds design Into to overall budding design. tsraci ng Indicated Is to t udding of kWNklual Inns web and/or chard members only. Additional temporary as permanent bracing MiTek' prevent is always tec"od br stability and to prevent collapse with possible personal "and property damage. For general guldanee toyctrding the 6904 Parke East Blvd. fabrk:atlm storage, delivery, erection and tracing of busses and Inca systems soeANSI/TPI I Quality Criteria, DSB-89 and SCSI Suilding Component Tampa, FL 33610SafetyInformationavailablefrombussPlateInsilMe. 218 N. Leo Street. Srllo 312. Alexandria. VA 22314. Job ruS rush I ype Oty Ply Ashton Woods Homes - 1827 Feely T11362286 1111648 I. CJS Jack -Open 1 I Job Reference (optional) Buddses Felt Source. Groveland. FL. 34736 r.tvty s npr iv k ro Mii el i.dusuies, tic W.d aun ii i s.cr i6 cv i r ID:psUE82F831 JOlt1SvTmHj5Fy76i4-9087V7xWcwP?&6t5v2hVxRvPaUMHNFyW?_O?Mz6Mu9 1-0-0 4.11.11 r 1.0.0 4.11.11 2xa = LOADING (psi) SPACING- 2.0.0 CSI. TCLL 20.0 Plate Grip DOL 1.25 TC 0.24 TCDL 7.0 Lumber DOL 1.25 BC 0.17 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 BCDL 10.0 Code FRC2014lrP12007 Matrix-S) LUMBER - TOP CHORD 2x4 SP No.2 BOT CHORD 2x4 SP No.2 REACTIONS. (Ib/size) 3=101/Mechanical, 2=271/0-8-0, 4=45/Mechanical Max Horz2=11O(LC 12) Max Uplift3=-69(LC 12), 2=-101(LC 12) Max Grav3=106(LC 17), 2=271(LC 1), 4=74(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. Scale = 1:15.0 DEFL. in (loc) Vdefl L/d PLATES GRIP Vert(LL) 0.02 4-7 >999 240 MT20 244/190 Vert(rL) -0.04 4-7 >999 180 Horz(TL) 0.00 2 n/a Na Weight: 17 lb FT = 20% BRACING - TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. NOTES- 1) Wind: ASCE 7-10; VU11=140mph (3-second gust) Vasd=108mph; TCDL=4 2ps1, BCDL=6.Opsf; h=1511; B=74ft: L=39fC eave=511; Cat. II; Exp C; Encl., GCp1=0.18; MWFRS (directional) and C-C Extedor(2)-1.0.0.to 2-10-13, Interlor(1) 2-10-13 to 4-10-15 zone;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 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 girders) for truss to truss connections. 5) Provide mechanical connection (by others) of truss to bearing plate capable of wllhstanding 100 lb uplift at joint(s) 3 except Qt=lb) 2=101. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 14" gypsum sheetrock be applied directly to the bottom chord. A WARNING - Vorlly design parartatas and READ NOTES ON THIS AND INCLUDED Ml7EK REFERANCE PAGE MQ7473 rev. I00=1$ BEFORE USE Design vatkl for use only w191 MI lek®connectois. M design is based only upon patameton slwwn. and Is for an indlvlducil txAdklg component. not a huts system. Betoto use. the Adlrvj designer must verity the app9cab lity of design paanetois aril popedy kicorpotote Ihk design Into the ovotalltx diddling design. Bracing Indicatod Is to povent budding of IndWucd Iniss web and/ot chord membois ordy. Additional temporary and petmonenl bracing MiTek' S cdwdrys tecittlred for slablllty cind to prevent collcgm Win possible person" randy and prorwdy Uatnctge. Foi gerercd gulclalce tegadgng 8e tobticallon, storage, dolivery. etee9on tint bracing of tames and IRm systems sooANSI/IPI I Quality Criteria. DS8.89 and 8CSt Building Component 6904 Parke East Blvd Safely Intwmation ovdAaxa from Russ Rato Institute. 218 N. Lee Street. Sidle 312, Alexandria. VA 22314. Tanga. FL 33610 Job Truss ype try Ashton Woods Homes - 1827 Firstly Open T11362287 1111646 EJ7 Jack•Open 14 l Job Reference(optional) tsunaers rirst source, jrovemno. M. 341Ja wv . P. a .'. a v — , W. . ID:psUEB2F831JOihSvTmHi5Fy76t4-9087V7xWcwP?8r6t5v2hVxRgeaPYHNFyW? O?Mz6Mu9 7-0-0 Scale - 1:19.1 30 = 7-0-0 Plate Offsets (Y Y)-- 2:0.1-14 0-0-21 LOADING (psi) SPACING- 2.0-0 CSI. DEFL. in loc) Well Ud PLATES GRIP TCLL 20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) 0.19 4-7 >446 240 MT20 244/190 TCDL 7.0 Lumber DOL 1.25 BC 0.48 Vert(rL) -0.15 4.7 >546 160 BCLL 0.0 ' Rep Stress Incr YES WB 0.00 Horz(rL) -0.01 2 n/a rVa BCOL 10.0 Code FRC2014/TPI2007 Mainz-S) Weight: 23 lb FT = 20% LUMBER- BRACING - TOP CHORD 2x4 SP No.2 TOP CHORD Structural wood sheathing directly applied. BOT CHORD 2x4 SP No.2 BOT CHORD Rigid ceiling directly applied. REACTIONS. (lb/size) 3=144/Mechanical, 2=363/0-8.0, 4=60/Mechanical Max Horz 2=145(LC 12) Max Uplift3=-107(LC 12), 2=-244(LC 12), 4=-52(LC 12) Max Grav3=146(LC 17), 2=363(LC 1), 4=104(LC 3) FORCES. (lb) - Max. Comp./Max. Ten. - All forces 250 (lb) or less except when shown. NOTES- 1) Wind: ASCE 7-10; Vul1=140n1ph (3-second gust) Vasd=108mph; TCDL=4.2psf; BCDL=6.Opsf; h=15ft; 13=74ft, L=3911; eave=41t; Cat. II; Exp C; Encl., GCpi=0.18; MW FRS (directional) and C-C Exlerlor(2) -1.0-0 to 2-10-13, Intedor(1) 2.10.13 to 6-11-4 zone; porch left 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 100 lb uplift at joint(S) 4 except of=lb) 3=107 2=244. 6) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1h" gypsum sheetrock be applied directly to the bottom chord. A WARNING - Verlry design peremsren end READ NOTES ON THIS AND INCLUDED MITEK REFERANCE PAGE MI -7473 rev. 146V"15 BEFORE USE Design valid for use orgy with Mllolt® connoclors. this design Is based only upon Paramelers shown, and Is for an Individual txAdllg component, not a truss system. Before use. the txdd bV designer must verify the aplxlca111ty, of design Iwtanetots and ptoPeily Incorporate this design Into the overall bolding design. Racing Inc9cated is to Wcaing of Individual truss web ad/or chord members only. Additional temporary and permanent txactng M iTek• provent Is always required for stab9tly, and to proven collapse with poss"o potsonal"and property damage Fa general guidance tegadktg Ibe fabrication, sloiago, delivery, erection arKl bracing of trussesand [Rm systemic soeANSI/IPI I Quality Criteria. OSS-89 and SCSI Building Component 6904 Parke East Blvd. Safety Informatton available Irom trite Rate Institute. 218 H. Lee Street. SUte 312. Alexandria. VA 22314. Tompa, FL 33610 Job I russ Truss Type oty ply Ashton Woods Homes - 1827 Firefly T1t3622e8 1111648 HJ7 Jack -Open Gader 2 t Job Reference (optional) tllumers rgat source, . urovemna. rt...vrrsc ....-......,,......... ..... .... ..._,,........ .._ ..____..._ ._.-.... __.. . __ . ID:psUE82FS31 JOihSvTmHi5Fy76i4-dciW 1Ty8NDxsm?h31cZw29_20_eg0o259fkxXozfiMuB t-5-0 6-36 9.10.13 1-5-0 6-36 3.76 Scale = 1:21.2 3x6 = 3x6 zJ LOADING (psf) SPACING- 2-0-0 CSI. DEFL. in loc) Well Ud TCLL 20.0 Plate Grip DOL 1.25 TC 0.36 Ven(LL) 0.22 6-9 528 240 TCDL 7.0 Lumber DOL 1.25 BC 0.93 Vert(rL) 0.57 6.9 204 180 BCLL 0.0 ' Rep Stress Incr NO W B 0.16 Horz(rL) 0.01 6 n/a n/a BCDL 10.0 Code FRC2014/TP12007 Matrix-M) LUMBER - TOP CHORD 20 SP No.2 BOT CHORD 2x4 SP No.2 WEBS 2x4 SP No 3 REACTIONS. (Ib/size) 4=71/Mechanical, 2=503/0.8.0, 6=318/Mechanical Max Horz2=145(LC 8) Max Uplift4=-60(LC 8), 2=-170(LC 8). 6=-82(LC 8) FORCES. (lb) - Max. Comp./Max. Ten - All forces 250 (lb) or less except when shown. TOP CHORD 2.10=-489/190, 10-11=-483/191, 3.11=-426/202 BOT CHORD 2-13=-264/442, 13-14=-264/442, 14-15=-264/442, 6-15=-264/442 WEBS 3-6=-494/294 PLATES GRIP MT20 244/190 Weight: 38 lb Fr = 20% BRACING - TOP CHORD Structural wood sheathing directly applied or 5-0.0 oc puffins. 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=6.Opsf; h=15ft; B=741t; L=39fh eave=41t; Cat. II; Exp C; Encl., GCpl=0.18; MW FRS (directional), Lumber DOL=1.60 plate grip DOL=1.60 2) This truss Is not designed to support a ceiling and is not Intended for use where aesthetics are a consideration. 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent With any other live loads. 4) - This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2.0.0 Wide will fit between the bottom chord and any other members. 5) Refer to girder(s) for truss to truss connections. 6) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 100 lb uplift at joint(s) 4, 6 except Qt=lb) 2=170. 7) 'Semi -rigid pitchbreaks with fixed heels' Member end fixity model was used in the analysis and design of this truss. 8) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 65lb down and 14 lb up at 1.5.4, 65 lb down and 14 lb up at 1.5-4, 80 lb down and 56 lb up at 4-3-4. 80 lb down and 56 lb up at 4-3-4, and 105 lb down and 94 lb up at 7-1-3, and 105lb down and 94 lb up at 7-1-3 on top chord, and 11 lb down and 2lb up at 1-5-4, 11 lb down and 2 lb up at 1-5-4, 9lb down at 4-3-4, 9lb down at 4-3-4, and 24 lb down at 7-1-3, and 24 lb down at 7-1.3 on bottom chord The design/selection of such connection device(s) Is the responsibility of others. 9) In the LOAD CASE(S) section, loads applied to the face of the truss are noted as front (F) or back (B). LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Ven: 1-4_ 54, 5-7=-20 Concentrated Loads (lb) Ven: 12=-47(F=-23, B=-23) 13=5(F=2, 0=2) 14=-12(F=-6, B=-6) 15= 32(F=-16, 8=-16) A WARNING. Vad& design pamnafent and READ NOTES ON THIS AND INCLUOED N?EK REFERANCE PAGE NQ7473 rev. 1402*015 BEFORE USE. Design valid for use orgy wlh Mllek8 connectors this deslign h based orgy upon parameters shown. and Is lot an IndMd1w11xAding connponenl. not a truss system. Beloto use. the building deslgnot must verily the applkaiAlly of design paramolers end Ixoperly hcorpofale 0% design Into the overall txAUng dosign. Brochg Indicated is to prevent buckling of Individual Inns web and/a cWd members orgy. Additional temporary, and permanonl txachg MiTek' is always rogAed fa statAlty and to prevent collgne wllh possible persorK9"and rxoperty damage. Fa general guklance rogading the fatxlcotlon, storago. delivery, etectlon and bracing of Inures and Ines systems soeANSI/TPI I Quality Criteria, OSS-89 and SCSI Sullding Component 6904 Parke East Blvd. Safety Information ovallatile from truss Wale Institute. 218 N. Lee Skool. Sidle 312. Alexandria. VA 22314 Tampa. FL 33610 Symbols Numbering System General Safety Notes PLATE LOCATION AND ORIENTATION 14- 3/4 Center plate on joint unless x, y offsets ore indicated. Dimensions are in ft-in-sixteenths. Apply plates to both sides of truss and fully embed teeth. V/loin For 4 x 2 orientation, locate plates 0-'Ad' 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 but reaction section indicates joint number where bearings occur. Min size shown is for crushing only. Industry Standards: ANSI/TPI1: National Design Specification for Metal Plate Connected Wood Truss Construction. DSB-89: Design Standard for Bracing. BCSI: Building Component Safety Information, Guide to Good Practice for Handling, Installing & Bracing of Metal Plate Connected Wood Trusses. 6-4-8 dimensions shown in ft-in-sixteenths Drawings not to scale) 2 TOP CHORDS 8 7 6 5 JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO THE LEFT. CHORDS AND WEBS ARE IDENTIFIED BY END JOINT NUMBERS/LETTERS. PRODUCT CODE APPROVALS ICC-ES Reports: ESR-1311, ESR-1352, ESR1988 ER-3907, ESR-2362, ESR-1397, ESR-3282 Trusses are designed for wind loads in the plane of the truss unless otherwise shown. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values established by others. 2012 MiTek® All Rights Reserved mm W1 MiTek' MiTek Engineering Reference Sheet: Mil-7473 rev. 10/03/2015 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 motedols on inodequotely 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 wore at joint locations ore 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 Shag not exceed 19% at time of fabrication. 9. Unless expressly noted. this design is not applicable for use with fire retardant, preservative treated, or green lumber. 10. Camber is a non-structurol corslderoflon and Is the responsibility of truss fabricator. General practice is to comber for deod load deflection. 11. Plate type, size, orientation and location dimensions indicated are minimum plating requirements. 12. Lumber used shag be of the species and size, and in all respects, equal to or better man that specified. 13. Top chords must be sheathed or purlI s provided at spacing Indicated on design. 14. Bottom chords require lateral bracing at 10 ft. spacing, or less, if no ceiling is installed. unless otherwise noted. 15. Connections not shown ore the responsibility of others. 16. Do not cut or alter 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 environmentot health or performance risks. Consult with project engineer before use. 19. Review oil portions of this design (front, back, words and pictures) before use. Reviewing pictures alone is not sufficient. 20. Design assumes manufacture In accordance with ANSI/TPI 1 Quality Criteria. a FBusderstou 1. Client to review overall placement plan including dimensions, roof and ceding conditions, top chord size, overhang / cantilever langths,heel heights, Dearing d non -bearing wag locations anif heights 2. Client to review entry and / or other conditions that require centering of peaks, overhangs or cantilevers to ensure proper moss design. 3. Client to review AHU conditions such as, hung from ceiling, recessed into ailing or attic mounted. It is the client's responsibility to inform truss plant of locations, sae, and weights. 4 Chant to review special conditions: such as beam bads, dropped soft loads and skylite locations to ensure proper truss design I placement. 5. Ceiling drops and valleys not shown are to be field framed by client 6. Hip and comer lacks not cut are to be cut in the field by other 7. Overhangs are 2x4 or 24, no blocking is applied. 6 Overhangs are considered wild, cut to fit in field. 9 Temporary or permanent bracing is not included in truss package 10 Erect trusses per SCSI.81 Summary Sheet Prior to erecting mossesnrefertosealedtrussengmermgsheetsforadditionalimportantinfo. 11. It is the chent's responsibility to coondmale delivery dates with truss plantfsales. Truss delivery will be on the agreed upon date 12. Client to provide a marked location for delivery Location must be accessible, level and dear of materials and debris. In lieu of this, busses will be delivered in the best available location at our drivees discretion. No charges will be accepted if above criteria is not met 13. All truss repairs must be coordinated with truss plant Do Not Cut Any Trusses before contacting moss plant with specifies of problem 14. No back charges or crane charges of any kind well be accepted unless specifically approved In writing by truss plant management 15 Note. One approved layout must be returned to truss plant before laDrtcatron / scheduling. 16. — Upon signing you agree that you have reviewed this placement plan in its entinty. Approved By: Approval Date. Requested Delivery Date: Roof Lading: 20.00 TCLL 7.0 TCDL 0.0 BCLL, 10.00 BCDL DOL 115 Moor Loading: 40.00 TCLL 10 00 TCDL, 0.0 BCLL SA BCDL DOL 1.00 w T.C. Pinch : 5112 Wind Code MWFRS / ASCE 7-10 tau B.C. Pitch : Flat Design Method FBC-2014 / TPI.2007 T C. Sae Varies Wind Speed 140 mph / Exp C Heel Hgl Vanes Mean Hgt 15' Min Beating Vanes Building Cal II Cantilever : N / A Importance Factor : 1.00 Overhang V Enclosure Partially Enclosed O H. Cut Plumb Enclosure Lanai Partially Enclosed Spacing 24' O C. Enclosure Entry Partwly Enclosed tiers cars M nuf—Wnd M SNroson finless noted otherwise See Legend in Layout Truss Layout Client: Starlight Project Model: 1827 Firefly U (RH) ETA5/ 1 p Lot / Subdivision /Suet Address 0 Lot- 183/ Wyndham Preserve o Locatiorc W Sanford, FI. I NDate 0611412017 NTS Plan Date: 10121/2017 I DrawnSeal" By Patrick Church Sheet# 1 of 1 I Job # 1111648 RECORD COPY n City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # *1 71 4 1 4 Project Location Address S\ L"ING 0SPNFOFt0 As required by Florida Statute 553.842 and Florida A?lrHWstrative 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.floridabuildinci.org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Description Florida Approval # include decimal 1. Exterior Doors Swinging Therma Tru 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 Awning Pass Through Projected Mullions Wind Breaker Dual Action Other June 2014 Category / Subcategory Manufacturer Product Description(including Florida Approval # decimal 3. Panel Walls Siding James Hard i Bldg Prod Inc HardiPlank Lap FL13192-R4 Soffits Aluminum Coils Mastic Endurance FL12194-R3 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 Roofing Fasteners Nonstructural Metal Roofing Wood Shakes and Shingles Roofing tiles Roofing Insulation Waterproofing Built up roofing System Modified Bitumen Single Ply Roof Systems Roofing slate Cements/ Adhesives / Coatin Liquid Applied Roofing Systems Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Lomanco Aluminum Roof Louver FL3792-118 Other June 2014 Category / Subcategory Manufacturer Product Descri tion 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 FL # FL15000-112 Application Type Revision Code Version 2014 Application Status Approved Comments Archived n Product Manufacturer Therma-Tru Corporation Address/Phone/Email 118 Industrial Drive Edgerton, OH 43517 419) 298-1740 rickw@rwbldgconsultants. com Authorized Signature Vivian Wright rickw@rwbidgconsultants.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Ryan J. King, P.E. L Validation Checklist - Hardoopy Received Certificate of Independence F1-15000 R2 COI Certificate Of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA101/LS.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 Eaulv FL - 15000 Eaulv of Standards odf https ://www. floridabuilding. orglprlpr_app_dtl. aspx?param=wGEV XQwtDquS 73 Fr2ZyiPo... 8/31 /2015 Florida Building Code Online Page 2 of 3 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 05/29/2015 06/28/2015 07/05/2015 08/19/2015 FL V Model, Number or Name Description 15000.1 a. " Fiber -Classic' or "Smooth -Star' 6'8 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Outswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15000 R2 II 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 L5000.1 for Design Pressure Ratings, any FL15000 R2 AE EVAL 1S000.1.0df 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 sidelites, which have been stained or painted within 6 months of Installation.) 15000.2 b. "Fiber -Classic" or "Smooth -Star" 6'8 "Non -Impact" Opaque Fiberglass Door with & without Sidelite(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 II INST 15000.2.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmldt, 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 FLIS000 R2 AE EVAL 15000.2.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 and sidelltes, which have been stained or painted within 6 months of Installation.) 15000.3 c. 'Fiber -Classic" or "Smooth -Star" 8'0 "Non -Impact' Opaque Fiberglass Door with & without ISidelite(s) - Outswing (X, OX or XO, OXO, )0X, OXXO Configurations) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15000 R2 II 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 FLL5000 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']" part number doors and sidelites, 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 Sidelite(s) - Inswing (X, OX or XO, OXO, XX, OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 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 IS 00.4.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 and sidelites, which have been stained or painted within 6 months of Installation.) 15000.5 I e. "Flber-Classic' or "Smooth -Star' 18'0 "Non -Impact" Glazed Double Fiberglass Door - Outswing Inswing (XX Configurations) https://www.floridabuilding.orglpr/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 FL15000 R2 II INST 15000.S.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 15000.5 for Design Pressure Ratings, any FL15000 R2 AE EVAL 15000.5.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.) 15000.6 I f. "Flber-Classic" or "Smooth -Star' 16 o' NInswing - Imps t! Center Hinged ConfigurationGlazed s) Fiberglass Double Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15000 R2 It INST 1S000.6.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 FL15000 R2 AE EVAL IS000.6.odf additional use limitations, Installation Instructions and Created by Independent Third Party: Yes product particulars. ( This product approval requires the use of'9" part number doors, which have been stained or painted within 6 months of Installation.) Contact Us :: 1940 North Monroe cdaW. Tallahassee PL 3= phone: E50-497.1824 The State of Flodda Is an AA/EEO employer• rnorrtoht calls- 013 crarw M norlda.:: Privacy Statement :: Accessibility Statement :: Refund Statemen Under Florldo taw, email addresses are public records. If you do not want your e-n W address released In response to a publlo-records request, do not send aleGmnic mail m this emM• Instead, contact the office try phone or by traditional mall. If you have any questions, please contact 050.487.1395. -Pursuant to Section 455. 275(i), Fladds statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address it they have one. The amai8 provided may be used for official communication with the Icensee. However email addresses are public record. It you do not wish to supply a personal address, phase provide the Department with an emal address which can be made available to the public. To determine If you are a Iloemea under Chapter 455, F.S., please click bIR. Product Approval Accepts: CreditSA hqs:// www. floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDquS73Fr2ZyiPo... 8/31/2015 THERMAITRU' o THERMA TRU DOORS 1 IS INDUBMIAL DR.. Eon..W. OM 48517 FIBER CLASSIC" / "SMOOTH STAR" 8'0 OUTSWING w/& WOUT SIDELITES FIBERGLASS DOOR NON -IMPACT° G6N9W NOTES 1. This product has been evaluated and is In complance with the Sih Edition (2014) Phido Building Code FBC) structural regArements bdudrkg the'Highl Velocity Hurricane Zone MM). 2. Product anchors shill be as listed and spaced as shown on detok Anchor embedment to base material steal be beyond wait dressing or stucco. 3. When used in the 1WHr this product Is required to be protected with an Impact resistant covering that compiles with Section 1626 of the FBC. 4. When used in areas outside of the'HVHT requiring wind home debris protection this product B required to be protected with an impoct resistant covering that complies with Section 16M.1.2 of the FBC. S. For 21c stud from4g construction. anchoring of these units shall be the some as that shown for 21c buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineemrg analysis by a licensed engineer or registered architect. 7. Outswing configurations using coastal sit hem #39 under active doors, and all sills used under inactive doors, meet water infiltration regurements for WIC. Oulswtrtg configurations using sit item N 19 under the door do not meet the water illltrallon requirements for the 1iVFQ' and shall be instoled only In non -habitable areas or of habitable tocatlons protected by an overhang or canopy such that the angle between the edge of canopy or overhang to sill Is less than 45 degrees. SNEEii WCAMM 1 etevalbr&d PreaueaB aerod notes 2 Door delois sf 3 panddetoils Fberdadc 4 deloBc a9k0Q detds S VeAkdaoassecd" 6 Hubmtdacarecrow 7 Hof xIldaoasectbns B BudAnch 9 naneald- to rrmnealdloMg 11 I AsWO 12 1 Be 01 mnterkft S Conpwwft 37SV MAX. OVEI ALL Wont j 13(D L f-111S50' Mkt OV6ULL FRAME WIDTH DOUBLE W/SIDELRES DUISWINC UNR o oko 74M MAX OVEI ALL F s AMEW IH D SF F OVMAU 68S? MAX 3 D 5 SEE MW A' SHM 6 v.+.v,}r. "''"y ESfGNi RE (% 6 AR ffnC''''-'Gr-.- S rg•,-••.;,,. 1fN iYP " A. ` O '• rW!H'SU A CE - s;'•' r SINGLE 67.0 67.0 DOUBLE 47.0 47.0 60.0 60.0 SINGLE 3 DOUBLE 47.0 47.0 60.0 60.0WITHSIDELRES y6y 0 OJ Lrl K er: srr: FL-15000.3 Mr -1- or T2 55 fA EXTERIOR 56 54 06 4 Z k 36.W MAX K 5d" DOOR INTERIOR PANEL VADTH rl'\ HORIZONTAL CROSS SECTION DOOR PANEL 4.W7* EYTERIOR INTERIORa; Ed 1.54s, G @. LATCH STILE RAIL( SMOOTH STAR) S TOPRAIL STAR) 0 DOOR PANEL L Smooth Stor Isw 57 AAIL 02/24/12 20 Sti BOTTOM RAIL WAM N.T.S. It MINCERE— 2 LSMOOiSiSTAR)SI VERTICAL CROSS SECWN SMOOTH STAR) \2 DOOR PANa JK CHL ar LFS FL- 15000.3 1— 2 - 12 A4,r) ." 3 EXTERIOR 4 C! INTERIOR M IL AL 36.0(r MAX. DOORHORIZONTAL CROSS SECTIONPADOORPANEL 4.0= 33S' 1.45. EXTERIOR INMRIOR E —Top RAILLATCHSTILE CLASSIC) : (FIBER CL4SSIC) 277, ci z J rn 1.4S'jDOORPANEL f•.. Fiber Classic ELI mm- 02/24/12 r7N HINGE STILE OT'om Stqe NJ.& VY -(nSERCLASSIC) & L( no-ER -c=c) VEIMCAL CROSS SECTION12 mm or JK DOOR PANEL cKX spr. LFS DPAXW NO, FL-15000.3 I'M a SH OF is I/2'GLASS 1/2' MIN. 41?; 1/2' MIN. 911fe GLASS THK. 40GLASS THK. TEMPERED TEMPERED 25' STEEL 1 INTERIOR INTERCEPT SPACER 40 41 SEE NOTE 1 5' INSULATED CLASS w_/ SMC LITE FRAME GLA7ING DETAtL 13.937E MAX. PANE. WIDTH 7.125 MAX. AIR SPACE Va. MPERED CLASS D10. WIDTH t'Z. • i'1!J AIR SPACE 25' STEEL 1/e' INTERIOR INTERCEPT TEMPERED SPACER CLASS 40 29 SEE NOTE 1 5' INSULATED GLASS W PVC LITEFRAME GLAZING MAIL OWN SEE NOTE 1 " 1 HORIZONTAL GROSS SECTION 4 SIDELITE PANEL ry 1 2152' 2Mr 44 16B r-1.676' c O 4 F-- me a &LEASIIC UP LIIE FRAME ^ PLASTIC UP UTE FRAME l77(TRUDED PVC EXTRUDED SMC F---H-IA7T 4-.-{ IDS 2 VUTICAL CROSS SECTION I I I 4 S10EUIE PANEL 1. Spacing for Item /29 8 $41 (life frame screw-) I I j I I is as follows: From the bottom up on sides; 6.5, with (7) more spaced at 9.875' o.c. there are (2) screws both top and bottom at 2.125' in from each 42 SIDELITE TOP do BOTTOM RAIL 36 SIDEUTE BLANK SIDE STILE comer. FlOI NCERJNTEDPONDEROSA PINE, SC-0.43 FINGER JOINTED PONDEROSA PINE, SC=0.43 SIDEUTE PANEL Smooth Star t n pg ZEE em 1 111111 4pe 48 oi3i dU. msodfi z° ma dQ n 5 5 ' n ! W 1 i z1, te 02 24 12 i at N.T.S. On JK L L er. 1FS D am ea e FL- 15000.3 u - L or e a EMRIO SEE NOTE 2 V 4J: 48 59 t'i VERTICAL CROSS SECTION Outswing configuration see =Zr2l notes' shostlforwoterinfiltrotlon requirements Q 0e, 60 sit A. too, 11 -NOTE T 43 SEE N TE I t NOTE, I. The 'idelite 13 direct set into the • jamb with ( 12) item 143 a IS x SEE NOTE 2 of 2' pfh. wood screw. There are (4) JWMJO EXrM01 at each vertical jamb, from the top down at 13.5*, 31*, 48.5' & 3 VERTICAL CRO55 SECTION E)( TTrERi0",.T,ER1O66' There are (2) at the header 5 Shown W/ x sub —buck at 4' from the outside comers of — the frame. there are (2) of the SEE NOTE 2 sill, 4* from the outside comers. 46 62 'it-' 2. Optional surface bolt; sea design pressure chart sheet 1. INTEMOR aM10R 42 20 OR 14 4 VERTICAL CROSS SECTION K2\ VERTICAL CROSS SECTION 5 Outswing cnfiguration Iv see Wr9lonotes, sheetl for Z water infiltration requirements J a' " LFSFL- 15 00. 3 1OFZ NNW- -k 14"fl, 24 OR 22 45 t 7 35 5 27 43 36 O * r! n INACTIVE ACTIVE INMRIQ %i 7 8 P1 Us d 10 S., 33 13az 34aril 43 SEE NOTE i IXB= 9 10 37 18 t l\ HORIZONTAL CROSS SECTION 2-*\140RIZONTAL CROSS SECTION 49 6 17 35 45 4 44 36 48 A - 11 INTERIOR Inz 2 EXTERID 47ACTIVE Ad 33 43 SEE NOTE I 34 MAIL 'A d, OPTIONAL SURFACE BOLTS IN ACTIVE PANEL 73 C-SINK SEE DESIGN PRESSURE CHART) 0M 02/24/12 SC% M N.T-S. 3\ I. The sidelft is direct set Into the jamb with (12) item 143 a 18 x 2' pfh. wood sere" DM Of. JK 0 3 There are (4) at each vertical jamb. from the top down of 23.5. 31". 48.5' & 6 HORIZONTALCROSSSECTIONV. There are ( 2) of the header at 4* from the outside comers of the frome. there are (2) at the sill. 4' from the outside corners. FL- 15000.3 Mon 8 orb n 49 S 73 77 IN CSWK Ihm is 7 rr4r ul1 nZ n Z U On a•• 6 EQpeo ii li N inA. m 0 A. G G 1. The sidelite is direct set Into the jamb with (72) item 143 a /B x 2' pfh. wood screw. There ore o' 13 4) of eoch vefticol jomb, from the top down of L4 13.5. 31', 48.5" do 88'. There are (2) of thet6 21 18 header of 4' from the outside comers of theLnI-1/4'MIN frome. There ore (2) at the sill, 4' from the o EMIL outside corners. Q M i HORIZONTAL CROSS SECTION c 7I c 48 1-1/4' MIN. EMB. (TYP) 49 1SMN t 13 45 B CSNK 43 44 4 • JMEFIGB Z..,.,. r j. 7 JN7E8148 t o ACTIVE a Gt 3s 33 to43 1. o SEE NOTE 1 35 e 0 EXTER pg e, 21 we 02124112 9 1 s 43 W •. N.T.S. 10 12 o c er: JK cc 2 HORIZONTAL CROSS SECTION L3 `HORIZONTAL CROSS SECTION g aft US DR OMaurw wo: 7 7 18 FL-15000.3 c s¢rZo<12 ^ o 41 J'_-: .* 0 1 IIMULLION II SHOWN FOR 1 II MASONRY 49 II REFERENCE 1 JI OPENING TYP. HEAD 1 MULLIONj'I k JAMBS 1 SHOWN FOR II U REFERENCE II I U II fl 1 II 2X BUCK II 1 II II II I II U ASTRAGAL II II 1 SHOWN FOR II II U REFERENCE II II U II II U II II U II II U II DOUBLE BUCK W/SIDELITES ANCHORING rL w 4' MASONRY OPENING CONCRETE ANCHOR NOTES' I. Concrete anchor bcatbm at the corners may be coated to mchfoln the rnh. 2X BUCK edge distance to mortarjoints. 2. Concrete anchorbeatbns noted as ?1AX. ON CENTRY must be adjusted to mdntdn the Mtn. edge durance to mortarjobts, add0Honat concrete anchors may be requked to ensue the MAX. ON CENTER' dhmulon are not exceeded I Concrete anchor table: i11iICjiOtt'; 4MCHOR:'.;;`"`M!J."....:.. M.,1CLEg11ANCE: MtN, CHFAR 0cf S IE; =. EMBEDMENT: T;O'MASONRY •..:::7C>i1A/pC6Nf.: TYPE'' t#,fF ••. •:.• `::.:_ ANCHdkw:; IiW TAPCONo 1/C 1-1/4' 4' ELCOCONULTRA 1/I 1.1/4' i' 4 4- - I r4 1 ,I 111111 n E Z 0 msai V c 7: IQ a oti c o i Sz WE 02 24 12 i SUM N.T.S. om MI. JK m OK sm LFS 3 FL-15000.3 0 SEE DETAIL 3' t MASONRY - OPENING FRAME 2X BUCK i A' 0J` 13' 1= _-gyN, SEEK. 13 W 2XI BUCK DETAIL 2' t W12XLBUCK LARON,''/ INSTALLATIONW/ 1X BUCK _ u 51 W/iX BUCK MASONRY INSTALLATION ` i E W i$ u INSTALLATION Ty4 HEADo 9 C. u T JAMBS OPENING - MBS - € " m o e S stTlP. II ~ O FRAME , 3 TYP. O iI SEE DETAIL.'. SILL e VIEW " 8•-•8• •B' A' WEW C'-'C C. A. VIEW A' -A' a N DOUBLE DOOR W SID rtre SINGLE DOOR W/Sln£LfiFS CONCRETE ANCHOR NOTES: 1. Concrete anchor IocaHom at the cornea may be odtuted to malntmn the mh edge dlstonce to mortar joh1s. 2. Concrete anchor locations noted as MAX. ON CENIER' must be odwsted to maintain the min. edge distance to mortarjoints, addfiond concrete anchor may be requked to ensure the MAX, ON CefW dlmonsion cre not exceeded. s Conoete anchor robim ANCHOR. i'° INfNE:;._;. IYUI}GEARAN.CE ANCNt3R., SE s-, fhlBfDfIAENt. cfLi':'tLEARAN6F:: Ttif+9sQiyRr' TOAPjAcErlr:• Ii!PE:.::; ryw TAPCON• 11' r 1-1/lr r 1' nw iAPCON 16' 1.1/4' r WOOD SCREW INSTALLATION NOTES: I. Maintain o 11W1mYx7f wood scram of wood 58 59 13 0 0 N VI 30 g 7 13 DETAIL 'I' 10 SURFACE BOLT STRIKE 10 DETAIL 3' AT THE SILL 13 2X SUCK INSTALLATION a IO 8p W/1X BUCK I DETAIL '5' 43 •INSTALLATION o i 30 i I ' i i 43 50 am 02124112 i 13 W/ 2X BUCK sous N.T.S. INSTALLATION pw ull. JK 2 DeraL 'a' 31 W/IX BUCK on, n: LF5 g DETAIL "2• INSTALLATION prww lZ o ASTRAGAL Jt SURFACE BOLT STRIKE PLATE AT HEAD Ft-15000.3 e sw Ir18 Q 6' A" Ts fit. ti SEE 13 W/2X BUCK DETAIL '2' INSTALLATION W/1X BUCK OPENI G 51 INSTALLATION ? TIP. HEAD JAMBS _ 0 FRAME 2X BUCK 14 TYP. SEE SILL DETAIL '1' SEE — — DETAIL 3' 1 I I I 1 I I YIEW B. A. DOUBIF DDOR CONCRETE ANCHOR NO1S: 1. Concrete anchor locations of the comers may be adjusted to maintain the min. edge distance to mortcrjoints. 2. Concrete anchor locations noted as MAX. ON CfiNW must be o sted to maintain the min. edge distance to mortorloints, oddffbnd concrete anchors may be required to ensure the MAX. ON C84W dimendon are not exceeded. 3. Concrete anchor table: AAI[ Nolt;g A_NCH R:::=,;'-<`•::MIMc- 1111PF:;C#AkANGF ; hUHsCLERRhIVCE Zc sctrwc;: 1oi ADJACFI!t7 Ii1111 TAPCON0 C ITVY TAPCONe J/M' 1.1/4' 3" 1.1/Y WOOOSCREW INSTALLATION NOTES: 1. Mainloln a mWmum Sff edge distance. I' and distance, d I" o.c. spocbV of wood screws to prevent the spotting of wood. MASONRY OPENING FRAME- 2X BUCKS DETAIL P F, I_ d K BUCK kL ATION X BUCK U. I.ATION _ E10 9S i U O SEE DETAIL 5' Z ar m mz 5oln 94 2 C•— J L—A- SINGLE DOOR 58 59 13 0 53 W/1X BUCK INSTALLATION30 INSTALLATION BUCK 12 1J DETAIL 'I' 10 SURFACE BOLT STRIKE 10 AT THE SILL 13 W/2X BUCK DETAIL ' 3' INSTALLATION 60 W/lX BUCK 10 INSTALLATION DETAIL 5• 30 SEE N412 W/1X BUCK 00 INSTALLATIONSO W12X BUCK W/ 2X BUCK INSTALLATION 13 INSTALLATION 31 W/lX BUCK DETAIL ' 1' DETAII '2' INSTALLATION ASTRAGAL do SURFACE BOLT STRIKE PLATE AT HEAD M N.T.S. er JK L m: LFS Xwrm MW FL- 15000.3 rr 10- -a I u•• f g 1885 1838 ffiQ9 IBs 14-8' S $ °; °S • n BOTTOM y + and 27 3d 27 TYP' 27 TYP. T ep, N CC 4S 4.S y T OJS 1.910' . 0.7S' R U&f CW N OKSEE0 a a d alas a o c Cat 02 24 12 3 NOTE: LASTRAC+f DETAIL N. TS. 9 3 1. THE ASTRAGAL BOLT HAS A Y THROW AT THE TOP ma W. JK m cm or LFS dANDTHEBOTTOM. eo: n FL-15000.3 0 sM 11 CF3 In 1 iC) PANE sm .UO' TIOC FPDMASS BY reN nti 000 ' IA ff nw?C ASS iss% PANa SM •070' 12L T1a Ffe WASS BY RA rtr F mo. OC4) iBL77r1At5 FC IOW RAIL. mm couporr FC LATCHSTILE ROOD CO FOM 4 FC NWE 579E Ac $0.043 5 FC BOTTDN RAIL IDOO COyPOs1TE 6 POLYME1TAK FDAW- 190s DENSIM ray 7 SFIDRT REACH CO10 ON WEADfat57RlP e LONG AM CDORIFS570t1 W6AHOt57RIP ray 9 4' mm.ogr Tw 10 ID + 4' LC. PFH WDOO SCREW SIIOEI. I I 1X WM AL0 SC >. om wow 12 0 , PFN WDOD SCREW 13 6 r 2-1 PFH WOOD SID 14 t 4' + 1- 4' ITW PHI CONCRETE SCREW slia 16 SC . oss WOOD 17 1 4' SNWL HATOVIwDOO 18 KWDW PASSW k0CK - SPA 19 MW FACE ViAMM u 20 HFADBt d< 9c.o u mw I JAMB Pox SC-O uam 22 xw Jw SO--0.43 23 XWWFT DEIOBDLT - SWMILME OD 24 MOWANE ASTRAGAL ALLM" ASIRA AL RM BOLT 57m 248 ASIRAGAL nmH BOLT MAW AI, 27 1 AD , 1-112^ LG RIIew s m YkUL smW Sim 29 16 , - FLATLEAO SCREW JL SIAPFACE BOLT Mn STEEL 31 3 16• , 3-I PFH CWatA 1 W CaLtm fAAmIO TAPE s Ot-e TAM 33 PLASTIC LIP LIFEEfRA4E PIC 35 bum a" PUNDU 6A PWE SC.Q4J 36 stllEUlE SIDE gy Sc•Qu mm 7 10 , t- 4 lG PFN WOOD SCREW aTm 39 HCH NATTR aW 40 SIL&QV£ GVRIT 79s 41 6-to + 1-f ' PIASCREW RE11 Au) SIM 42 Sl)WT£ TOP k 9MM RAIL MWEIM FAE ==&43 WOOD u IS + 2' LQ PIN BDOD SCREW Sim 44 J • , 3 " O VIIER 110UN0 FINGER AWED PK Wm 45 I • L , .a0145,45TSim 46NESSURFACEBOLTr155, sm, 47 1 4-20 SEX Mr 1 4-20 FD ALE END + 1-3 4' 4e DW - ]LOCO P9 161E CONfJt W COI DAWNC TO ACT 301 OR WUW BLOOC CAWDRI [yC TD ASIN C90 CDNCRm 4 14' , 2-3 1 FIN FLCO OR Inv gnaw SCREW SIM 5D ASFRAG1t AIWItF PLATE STm 51 14 , J-3 4 LLW PFH COf8REIE SCREW mm 52 1 4 • 2-3 4 OW CONCRETE SCREW Sim 53 1 4 + J-t 4 ITW PfN CONCRETE SCREW Sim 54 ss TOP BAR 55 SS LATCH STILE WDOD COw09IE 56 SS HeIGE STILE SO-043 WODO 57 SS som RAIL Wood Campo iff 36 J 16 + 2-1 4 OW NW CONCRETE SIXQW 59 J 16 , 2-3 4 1TW PFH CONCRETE SCREW SIEII 60 3 I6 , 3-1 4 OW PFN CDIACRETE STREW sTm 62 1 SIAW WOOD 4563' 20 21 WOOD FRAME 2 3 FINGER JOINTED PONDEROSA PINE, SG=0.43 4. 56r 9 60" HIGH DAM THRESHOLD 39 ALUMINUM/WOOD THRESHOL 050' WALL TYP. 19 SUMP FACE ALUMINUM OD THRESHOLD 050' WALL TYP. NOTE., USE OF THIS COMPONENT DODOES j[jNOT MEET THE WATER REQUIREMENTS FOR NIGH VELOCITY HURRICANE ZONES. @SURFACE BOLT STRIKE PLATE F 1 t' S ) mill amInTmN0 M7 46 SURFACE BOLT (LUES. .25' STEEL) It E r, E g o m fIA er. g FL- 15000.3 rr 3 Or J2 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrioo, FL 33593 Phone 913.659.9197 Florida Board of Profewional Engimm Certificate of Authorisation No. 9813 Product Sub Category Manufacturer Product Name Category TheraTn1 Corporation Fiber Classle $ "Smooth Star" Exterior Swinging Exterior Door 118 Industrial Drive WO Outswing w/ and w/out Sldelhes Doors Assemblies Edgerton, OH 43517 Fiberglass Door Phone 419 298-1740 Non4m ct" Scope: This Is a Product Evaluation report Issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Thera 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. Umltat 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 shell 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 "HVHZ" requiring wind bome debris protection this product is required to be protected with an impact resistant coveiina that complies with Section 1609.1.2 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the some 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 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. 9. See drawing FLA $000.3 for size and design pressure limitations. Supporting Documents: 1, lotRg oRNo. TEL 01460337-A,13,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 Standard ASTM 0635-03,ASTM D1929-96 ASTM 02843.99 ASTM 0635-03, ASTM D1929-96 ASTM 02843-99 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 Laboratoty Signed by Testing Evaluation Lab.,lna Lyndon F. Schmidt, P.E. Testing Evaluation Lab.,tnc. 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 Sianed & Sealed by No. FL 16000.3 RW Building Consultants, Inc. (CA #9813) a r,hAAd9Q Lyndon F. Schmidt, P.E. Calculations Prepared by e t,A i'1.1r rti Fe Sianed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) the ` :s `. `st% i' :• • oV4 ndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. „4'' . t,io Quality Assurance o° a Certificate of Participation issued by National Accreditation and Management. Institute, certifying that Themla-Tru Corporation is manufacturing products ' 13 within a quality assurance program that complies with ISO/IEC 17020 and -, ? e STA d E OF f Guide 53. r' 6 Vj s s OG lo,NVSi° ; a y Lyndon F. Schmidt. P.E. FL PE No. 43409 202015 Street 1 of 1 THERMAITRU 0 THERMA TRU DOORS I IS JHDUe7R1AL DR., ZDafATDN. OH 42317 FIBER CLASSIC" / "SMOOTH STAR" 8'0 INSWING W/ & WOUT SIDELITES FIBERGLASS DOOR NON -IMPACT" GINSIAL NOTES 1. This product has been mivaled and is in cvmpkuxm with the Sth Ediflon (2014) Rondo Sukft Code (FBq structural requ Irements inducing the Xigh Velocity Hurricane Zone (HVHZI. 2. Product anchors shag be as listed and spaced as shown an detak Ardlor embedment to base material stub be beyond wag dressing or stucco. 3. When used in the TfVHr this product Is required to be protected with on Impoct mdshml covering that complies with Section 1626 of the FBC. 4. When used In areas outside of the IIVHr regt Bing wind bome debris protection this product is required to be protected wOh an Impact resistant covering that compgeswlth Section 1609.)2 of the FBC. 5 For 2x stud homing construction, anchairg of these snits shag be the some as that shown for Dt buck masonry construction 6. 219 conditions that deviate from the details of this drawing require further engineering analysis by o licensed engineer or registered amNtect. 7. This product does nof meet the waler Motion tequirensents for the "W. Inswtrg outs Mall be installed only in non hobildble areas or at habitable locations protected by on ovedtag or canopy such that the angle between the edge of canopy or overhang to s® is less than 45 clegmes. TABLE OF CONIENIS SHEET# DESCA07M I Typical etevetbns, design pressures t general notes 2 Doot panel details (Smooth star 3 rpcmeI detolb Rber closoc) 4 Sideft ponel defogs L glo3g details S vedlool Cross sections 6 Hoizontal Cross sections 7 Horizontal cross sections B W AneWng 9 frame ondxrbsg 10 From orscWft 11 Astmaul details 12 0 at moteriab L Componerds 37-PMAX OvetALL FRAME WmiH D D Cn>4F!!Lii77E1iL7si SEE DETAIL A'/ [ SHEET 6 5 DOUB W/f0 IMCMnN • UN? oxxo 74-WMAX OMALL FRAME WIDTH D D SEE L DOUBLE.Ii 7 UNIT DETAIL 'A'/ I 2 SHEET 6 S 5 SINGLE SIDELITES INSWING UNIT oxo SINGLE +67.0 -67.0 DOUBLE +47.0 47.0 +60.0 NGLE L Doue +47.0 -47.0 +60.0WITHSIDELITES 60.0 f 112; Nr O o z u 02 24 12 i N.T.S. or JK m' en IDS Ft-15000.4 rer I or I2 it 14 ke 55 fA 56 EXTERIOR 54 f.0- si AA 1omi XWMAX. N00 5 q DOOR INTERIORDOI0vl 1. PANEL WIDTH tc 7et--, r2IHoRaowrx cRoss sEc-noN DOOR PANEL ggi4mr R 033C EXTERIOR cdj_r w INTERIORz --v 1-1 a L i I I-sw 0 0 VTCMS77E P L SMOOTHSTAR) ( SMOOTH STAR) 0 Ul DOORPANEL Smooth Star Isw 0 0- M 02/24/12 56 vERncAL cRoss sEcnoN W11, N. T.& HINGE STILELr2SMOOTH (SMOOTH \, V DOOR PANEL ML - M. JK 1 1, — LFS DROM ML. FL-150OOL4 9w 1g of 12 No0 3 loEXTERIOR42 t Arl g.D IN'TERIOR 36W MAX. t—l"\ HORIZONTAL CROSS SECTION Doo' DOOR PANEL PANEL WIDTH 4Mr ur EXTERIOR INTERIOR n rl 0 ed g LATCH STILE TOP RAIL 0 (FIBER CLASSIC) kf (FIBER LEA Imr, IASlL 0 DOOR PANEL Fiber Clossic I I I MY I G,\HINCC STYLE BOTTOM PAIL 2\ VERTICAL CROSS SECTION FIB — 02/24Iz ER CLASSIC) (nSER CLASSIC) 3 DOOR PANEL MV& N.T.S. arr- or. JK CHL Or LFS DRWW NU FL-15000.4 1— -3- --L2- lam 1/2'GLASS 1/2' MIN. 1/?GLASS 1/2' MIN. BITE GLASS THK. GLASS THK. 40 G1 TEMPERED EXTERIOR GtAr"FrGLASSFrGLAS 25' STEEL fNTERM41 INTERCEPT SPACER SEE NOTE 1 5' BJSULATED GLASS W/ SMC LEE FRAME GLAZING DETAIL PANEL W®TH 7.127 MAX. D.LO. VADTH 7 f] C dw SIDELRE PANEL Smooth Star AIR SPACE / I t AIR SPACE 1/8' L.25' STEEL 1/8' TEMPERED INTERIOR INTERCEPT TEMPERED CLASS SPACER CLASS 40 29 SEE NOTE 1 5' INSULATED GLASS IN PVC LEE FRAME GLAZING DETAIL VIM 4• _ son ze ui Ea ." m° 3 9 W LI kcccd SEE NOTE I LT'\ HORIZONTAL CROSS SECTION 4 SIDWYE7 PANEL 2.117 2-%?* f..•i fir. 42 1 PLASTIC UP LffE FRAME PLASTIC UP UTE FRAME EXTRUDED PVC ' EXTRUDED SMC L 1D7T L IA77 +- 2 VERTICAL CROSS SECTION V SIDEIITE PANEL I. r //a SpacingS II TIYI //.11 4 dng for Item /28 k /41 (life (mme screws) is as follows., bottom more spaced at9.875'ro.c. n with(7)there ore (2) screws both top and bottom of 2.125' in from each r!1 SIOEUTE iOP do 80TTOM RAIL SIDELIIE BLANK _SIDE comer. FlNGER JOINTED PONDEROSA PINE. SG=0.43 FlNGER JOINTED PONDEROSA PINE. SG-0.43 a o 113 aw 02 4 12 N.T.S. 9 o er JK o ost sn LFS i Inu>asc ,n FL-15000.4 0 n 0 a VERTICAL CROSS SECTION 5 2 fE 2 i G 2 VERTICAL CROSS SECTION 111_5 W4•gr3 i % 60 OO Z mn 0,0 c a- E ;egzu Y g ggWno: e• e.• 26 pi 6 d 39 31 rn17 20 2r' UBG SEE NOTE 2 I k 3 VERTICAL CROSS SECTION 5 Shown w/1x sub —buck OPTIONAL SURFACE BOLTS ON ACTIVE PANEL SEE DESIGN PRESSURE CHART) MM. 00 1. The sidelite Is direct set Into the jamb with (12) m Item 143 a IS x 2' pfh. wood screw. There arc (4) O at each vertical jamb, from the top down at 13.5', 31'. 48.5' dr 66' There are (2) at the header at y02 24 i2 sum N.T.S. 4' from the outside comers of the frama there are on OPP JK2) 113 o B8 x 2-1/2' pfh. wood screw of the sill, 4' from the outside comers. Wr L.FS 151i FL— 000.4 2. OPTIONAL SURFACE BOLTS ON ACTIVE PANEL SEE DESIGN PRESSURE CHART) 5 or1 e ifilEdlES oa1sMIN. 'sa>: S x c rgg` CS..INK rpam 38 SEE NOTE 1 : ;1 1, The s;delite is direct set Into the jamb 43 with (12) item /43 a /8 x 2' prh. wood screw. There are (4) of each vertical jamb, from the top down of 13.5. 31u z ACTIVE ( z • o 48. 5' do 66. There ore (2) at the header M of 4' from the outside comers of the \ u 2 frame. there ors (2) /13 0 /8 x 2-1/2' pfh. wood screw of the sid. 4' from the ? V. ,:;'; v e= outside comers. 665 $ INTERIOR r' 3645 e, 48 'ui 41 29 44 DETAIL AI N OPTIONAL SURFACE BOLTS ON ACTIVE PANEL L 17 16 m tmi 1.1/ 4'MIN. (SEE DISICN PRESSURE CHART) F H EMB. (1YPd7G 7 1NTER1!?B ` HORIZONTAL CROSS SECTIONI o 6 0 22 1„ n QISMIN. 35 7 m C"'M 24 EXLFf1QB 43 8 7 SEE NOTE 1 27 8 7 En i INACTIVEN ACTIVE p,^ e 10 Of „„ 13 1AtIE81QB + 4 36 10 2 0 g 37 45 WL 02124112 1 i jpTEMpg tr4c N.T.S. 9 18 am en JK o I HORIZONTAL CROSS SECTION , c 2 1 HORIZONTAL CROSS SEC110N d 6 v FL- 15000.4 0 141,C IAIN. 1-1/4' MIN. Iiy1B. (IYP.) t tB. {IYP.) 11 9; o 11 13 17 IS"MIN CdIMC ISIW . 17 GSP1K 13 e z i, xx2_i nvao o i irr'Irll* g E}(TER10R 22 m 1````` i 7 111 si iqo 7 8 10 3dcBa •• m 46 i\ fit( 1 INTERIO 13 9 10 oIB21121638 38B 18 2 HORIZONTAL CROSS SECTION` 7 3 GI g ry f HORIZONTAL CROSS SECTION 12iCS1NKrs743 34 SEE NOTE 1B 7 33 43 ti 01 to 8 0 rn a cry' " k' 1. The sldellte Is direct set Into the jamb with (12) 36 c item #143 a I8 x 2' pfh. wood screw. There are (4) 44 e iateachverticaljamb, from the top down of 13.5. 13 31', 48.5' & 66. There are (2) of the header at z Ion 4' from the outside comers of the frame. there ore WM 02 24 12 i 2) If13 a 8 x 2—t12' pfh. wood screw at the 18 scue N.T.S. sill, 4' from the outside corners. arc mB 3 HORIZONTAL CROSS SECTION a¢ Wt. LfS ? MOW ln: a 7 FL-15000.4 0 SHM 7 or a O 8- 9• 9 1 '.ii 9• 1 .i' •''•,j1 a MASONRY I I a I I MASONRY`Fn I"'" •.,,*,••. ``` ; >° o m OPENING I I ' HEAD a I I OPENING "r4ruuu I c o , k JAMBS ASTRAGAL ASTRAGAL SHOWN FOR I SHOWN FOR \• 8REFERENCEREFERENCEE° z2XBUCKatiroS € 2X BUCK I I II I I 0 \ m d d MULUON II MUWON I a fi pIISHOWNFORIISHOWNFORIIIo II REFERENCE REFERENCE II + 0 II a II " H 9 II 0 II 0 II 0 I I 0 I I u ro Cs $ m QOSLBLE DOOR W/SIDELIiES ^ ' `DOUBLE DOOR m BUCK ANCHORING 4. BUCK ANCHORING c a.>: s4.— MASONRY II II MASONRY HOPENINGTYP. HEAD II JAMBS II OPENING JAMBSP. o II II 2X BUCK 2X BUCK II MULUON II CONCRETEANCHORNOIFS: II SHOWN FOR 1. Concrete onchorlocations at the comers may be ocluded to matntoln the mh I I REFERENCE I I 3 edge dbtonce to mortarjolnts. I I I a g 6 2. Concrete anchor locations noted as %(AX ON CE M3r mat be adjusted to I I ImofntofntherNn. edge d°tarKae to mortor)oints, oddlioncd concrete orlchors I I MULLION I I O1 + =' rmayberequbedtoensurethe *MAX ON CEM r dlmenston are not exceeded. cv C 3. Concrete onchatabb: I I REFERENCE I I N n o aIIIIcozodIIIIune02124112i s II II swt N.T.S. 3 II II ora ell. JK11e umnc r - LFS d SINGLE DOOR W/SIDELITES SINGLE DOOR FL-15000.4 = BUCK ANCHORING BUCK ANCHORING ° s+¢r a wiz O i1NCMOR:• MIN. CLEARANCE' MtN:£LEA1tAli10E T.YPE- SQF•.::; FJNBELiMFIVr TO MASONRY';.: j0 ADfACFNf' EDGI `:•: • : AAfCNOR::••,: D'" mTAPCON I/4• I•I/4• x ELCO ULTRACON 1/4• 1•I/4• 1• f BOB OPENING FRAME 2X BUCK SEE/ 11— DETAIL_ 3 , 1 VIE1V "B'-'8' B- TI— SEE DETAIL '2' JTYP. HEAD gJAMBSOBUCK TYP. SEE DETAIL '1'\ AT THESE (2) ANCHORS 0" ++ 0+\ r REO'D ONLY WHEN A" 0A:'' r DP > 47 PSF rX rr = r S _ a III I T :' i . `'' r -• v` l ITFI =IX5 9 I F ' 3 n 1 I I 11 I I I _ 6 tT rr/rllllll 1 p p O O Gf 2 0 = tS MASONRYiINS w/ 2X BUCK E o m g OPENING INSTALLATION ^ m 6 € d T1X BUCK ION - I \ f{• s ,; m O. IL c i p FRAME JAMBSHoBUCK02XBUCK S£E SEE DETAIL G' DETAIL TV. 5' a TYP. SILL 14 ::'} TYP. SILL 14 1 CONCRETE ANCHOR NOTES: 1. Conaete anchor locations at the cornersay maybe od)txFW to mdntofn the min. edge cstonce to morforjohIL 2 Concrete onchorlocations noted as *MAX. ON CENTER• must be od)AIed to mointain the min. edge dutonce to mortar jolt, odoWwtd concrete onchors may be required to enwre ttN! MAX ON C:&ff "dimension ore not exceeded. 3. Concrete ancW table., r::.• :• •::r_::.-::.:: gNCFjC?R ; WCH0jt-T:: i :;CIEAA 411GE:• MM ?E4ERRANCE. X.:a. TO:MASONRY tSREr=='f141HMEAIF:.-c:•_;--:•.: c::::z:a-::es=ra:rt GE;:_:.-. ITw a TAPCON 1/ 4' 1.1/4' r r ITW TAPCONe 311C 1-1/4" r WOODSCREW INSTALLATION NOTES: tfkfnnrw_ A. 1'n. r. cmrinn of I. mobtoinamWmum5/f edge datonce, V or wood screws to prevent the spitfing of wood. I 1 1 I I I t I I Z- - VIEW 'C'-• C• ... . NEW n•_ p• SINGLE DOOR W/SIDEL I! 1349 30 30 W/2X BUCK 13 0 INSTALLATION 31 31 13 W/ 1X BUCK 4a 37 INSTALLATION 10 DETAIL 3" DETAIL -2' 10 ASTRASTRIKE PLATESFACE LT O HEAD 10 DETAIL ' 5' 13 31 31 13 a 30 0 30 DETAIL '1' DETAIL '4• SURFACE BOLT STRIKE PLATE O THRESHOLD g H- 51 J Z o DAM 02 24 12 = SOIL. N. T.S. 9 5 Dse, n: JK rr OwL er. LFS ; DaWn IW R A FL- 15000. 4 n lim 9 or 12 I O Lr DETAIL '3' I• I I 13 MASONRY INSTAU OPENING 19 W/tX INSTALL TYP. HEAD & JAMBS FRAME 2X BUCK SEE DETAIL '1'\ 1 I t t A• SEE DETAIL 72' _ TYP. SILL SEE DETAIL '4' B. --I 1-- A. DOABLE DOOR CONCRETE ANCHOR NOTES: 1. Concrete on&or locations of the cornea may be c* sted to maintain the Mn. edge dstonce to mortcrJoints. 2 Concrete oncltor locatiors noted as MAX. ON C04W musl be a4usted to mdntdn the min. edge CWonce to mortar Joints, oddtionot concrete onchom may be requIred to ensure Me AAAX. ON WaEr dimension ore not exceeded 3. Concrete anchor toble: Jdll!k' Al .;C RANC_%;MIN GLEAItANCEAA]ENOR':4NCNOR:.':;` i Pf';.:?_;•_:::_iMAEQMFNL_:.:- AD'MLtSOtyRY ;_ 70r741)7AtENf -_ IINI a TAPCON 1/C 1.1/d' T 4' ITW TAPCON° 3/16' WOOD SCREW INSTALLATION NOTES: t. edge disionce,) en wood screws to prevent the spdHhV of wood. MASONRY J OPENING FRAME 2X SUCK — SINGLE DOOR W/tX BUCK 13INSTALLATION W/2X BUCK INSTALLATION 13 t0 DETAIL 3' DETAIL '5" W/1X BUCK 50 INSTALLATION W/2X BUCK 13 INSTALLATION DETAIL '4' IE SEE tq C tj DETAIL 5. VIEW A' -A' tiL YYYY S vS rs OonLIt rl1 1Ht VCn- g 3$Zu p S 9 h: 'm a dd V gz° d b a qq z i Y 49 30 FW/2X BUCK 13 p 31 INSTALLATION W/1X BUCK 48INSTALLATION DETAIL '2' ASTRAGAL & SURFACE BOLT o a STRIKE PLATES ® HEAD N 31 31 o FFF _oz mm,02 24 12 30 30 scam N.T.S. am W. JK DETAIL '1' SURFACE BOLT STRIKE PLATE ° a °' Lf5 THRESHOLDD ND' FL-15000.4 12 or1 Ole 01 rrnri4l 952F soz 1BB8' IB38' 70.43 1BS 14-V ------- Eg o d v 27 TYP. 27 TYP. TYP, z J 4s C aas 3IS' r 1.910• o.7s 0.76' s pN SEE NOTE 1 c4 R 4 O H O 0.126 ZmbD 2ASiRAGAIDETaI M4IE. scuc02 N T S, A( o 1. THE ASTRAGAL BOLT HAS A 3' THROW AT THE TOP oac an LFS 3 AND THE BOTTOM. cA FL-15000.4 u Mm -L or I O Ran oESawm mcfa aR I DEER OASSIC (FC) PANEL SIKN 0.11- MLR. 110C FBMASS Br no"-TRU rM yw 911m9111 F7(mhh)-al= pal nsomAss IA SMOOTH SUR SS SASIf a PANEL SKIN 0.0 TIM FNORGLASSBYTNr-MU nU t Ih f nm. 6000 pi 2 FC RIP RAL MOOD CoAllo E R LAICN SIDE MOOD COIRPm 4 FC MNGE SME FIRE,SO--443 MIX) 5 FC BOITOM RAIL MOOD CMIPME 6 POLngEll" ROYI t-%t 73111 7 SHM RDIOR CDMl9lESSIM WIATNEWW mw a LONG akm COOKEM w5nomw F04W 4 + 4• HW .09r ARC Sim 10 110 + / LG PFN WDOD SCRIN SOIL. 1 t YASO W - X00D PSI IcL CONCRETE C0tl010 X TO ACI3a1OR )cLLOW BIDLX Cow ofmc TO ASIII COD COJCREIE 12 10 + 2 LG PFH WOOD SCREW Sim IJ 2 I LG FFH NOW SCREW Sim 14 1 4 + 2-14 IIW PIN CONCRETE SOO Sim 15 SIDDNE Boom OWT.W D MUM VW wm. 6 2Y BLIOT 59 >- om FLOOD 17 INX 114, SNw MAIERIU. WOOD la RWaLST:T PASSAGE 1001 - SWIM SERIES 19 SELF AMISM NSIIING S4W 110ES W ALIIY 20 WAIER POImFEi05ARKSC-Q43 ROOD 2 Snw J{L01 PDIE 5>i-Q4J W000 H9lGE JAI® SD443 W1TOD 23 KWOMT DD40W - SIPJ4lllatE SERIES 24 IRDBBPA NE ASM&G41. AL11It0RTM 2M ASTRAGAL FLU91 BOLT Sim 248 ASIWA F1M BOLT WAIVER ALL WRB1 6 Ir 000C SG >- 0.55 WOOD 27 110 > 1-1 LG PAWW SKEET METH SCREW SRO WSWW ODOR BOTTOM SWEEP WYL 29 6-11 + 1- 4- PHLLFS ffir O SCREW IIEII 37 SIM 30 StWACE DOLT SM PLATE Sim 31 10 + 2-1 PFRM RAAEAD MOOD SCREW Sim 32 1 ilaC CELUAAR GIAM TAPE -9 JJ PLASTIC IF UIE FR41C PIC 34 PLASTIC UP WE FRW SMC 35 SLAW JAMB MMM PZE SG-0.43 MOOD 36 SDEtIIE SIDE STILE FC1,110 OSA PINE SO-a43 1WTCD 37 10 + 1-3 4 L& PFTI WOOD SCREW SIEa 3a t 4 + 2-3 4 PM LSCO OR ATM CONQRETE STREW Slid. 39 1 4 + 3-34 RW PFR CONOWTE SCREW Sim 40 SiI RE mx DOW 795 SRIU119 41 to + 1 1 PL5mw ITETI 34 STEEL 42 SDEIRE TOP a BOTION RM FOIE; S011143 ym 43 a + 2 L6 PAI W000 SCREW SIEE1 41 3 + 7 OIURTER ROUND FWM JMRD PINT M000 45 1 L + .040 Mk BRAD TRIM AM STEEL 46 M SUfatACE BOLT 54 15 STEEL Sim 47 t 4-20 SEX BOLT W1 t 4-20 FEMWE OA Sim 48 311r + 3-1 4 ow pill CMCREFE SCREW STEEL 49 ASIRAG4 STRIKE PUTE Sim 50 1 4 + 3-I 4 IIW MR OQYC ETE SCREW SLED 51 SS TOP RAW. MOOD CWIP09TE 55 SS LATCH SIZE NOW COII7091E 56 1 SS ma SIR£ MONS4 PIJL So-a WOOD 57 1 SS Bom RAIL MOOo C010+091E 4JifS-j P LL 44 WS 2021 WOOD FRAME 22 FINGER JOINTED PONDEROSA PINE, SGm0.43 19 SELF ADJUSTING = c THRESHO O ALUMINUMIVI .045' WALL ALUM, 080' THK. WALL VINYL IYP. 30 SURFACE SOLT STRIKE PLATE (.125- STT"Fl I I.w 3_ JNSWTNG DOOR BOTTOM SWEEP VINYL .080" MAX. WALL, 035' MIN. WALL 15 INSWING SIDELRE BOTTOM SOOT 0 09" EXTRUDED VINYL WALL 0 Sri r 46 0= o 0 SY g m tt CL O F1- 15000. 4 rt 12 or12 R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Vohloo. Ft. 33595 Phone 813.659.9191 Ftorido Board of Professional Engineers Ccnlflate of Authorization No. 9813 Product Category Sub Category Manufacturer Product Name Swinging Therma-Tru Corporation Fiber Classic" / "Smooth Star" Exterior Exterior Door 118Industrial Drive V0 Inswing w/ and w/out Sideiltes Doors Assemblies Edgerton, OH 43617 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. 61 G20-3, 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. Limitations: 1. This product has been evaluated and Is In compliance with the bth 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 "HVHZ" requiring wind borne debris protection this product is required to be protected with an Impact resistant covering 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-15000.4 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 Evaluation Lab.,lnc. Testing Evaluation Lab.,lnc. 2. Drawing No. Prepared by No. FL 15000.4 RW Building Consultants, Inc. (CA 49813) 3. Calculations Prepared by t Anchoring RW Building Consultants, Inc. (CA #9813) ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 4. Quality Assurance Certificate of Participation issued by National Accreditation and Managemetlf; I.:'; Institute, certifying that Therma-Tru Corporation Is manufacturing products yk ... " `' within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Sheet 1 of 1 Sr , 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. Schmid% P.E. FL PE No. 43409 202015 Florida Building Code Online Page 1 of 3 p (d 36sines sits Home log In User P—VMmtbn Product"r°"a' lrofessia Hot Topics l Submit Surcharge Stab a facts Publkatlans FaC Stair aCIS Site Map Units search Regulation Product Adoroval Menu > Produce ar Aodlollon Searth > Apolication > Application Detail FL # FL15332-112 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived Product Manufacturer MI Windows and Doors Address/Phone/Emall 6S0 West Market Street Gratz, PA 17030 717) 36S-3300 Ext2S60 bsltlinger®mlwd.com Authorized Signature Brent Sltlinger bsitlinger@miwd.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sllding 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 the Luis Roberto Lomas Evaluation Report Florida License PE-62514 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/201S Validated By Steven M. Urlch, PE I Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code F1i La7iZ aI I] Standard Year i AAMA/WDMA/CSA 101/I.S.2/A440 2005 PjI 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 OYes ONo ON/A https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvd WI... 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 CDC FL15332-COMP.od( 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"x80' NON - REINFORCED Limits of Use Installation Instructions Approved for use In HVHZ: No FL15332 R2 lI 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 5108078.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.2 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD OX, XO, XX 96"x80" NON - REINFORCED Limits of Use Installation Instructions Approved for use In HVHZ: No FL15332 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 5108058.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 II 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 REINFORCED SERIES 420 ALUMINUM SGD REINFORCED OX, XO, XX 96'x96" Limits of Use Installation Instructions Approved for use In HVHZ: No FL1S332 R2 11 08-02249A.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Thlyd Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FLIS332 R2 AE 512969A.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.5 SERIES 420 ALUMINUM SGD SERIES 420 ALUMINUM SGD REINFORCED XXX 143"x96' REINFORCED Limits of Use Installation instructions Approved for use in HVHZ: No FL15332 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 1S332.6 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OX, XO, XX ALUMINUM SGD 96"x96" Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R2 II 08-00499C.odf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R2 AE 5108068.odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.7 SERIES 420 REINFORCED SERIES 420 REINFORCED ALUMINUM SGD OXO 146"x96" ALUMINUM SGD https://www.floridabuilding.org/13r/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 FLIS332 R2 II 08-00501C.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 510808B.Odf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.8 SERIES 430/440 ALUMINUM SGD SERIES 430/440 ALUMINUM SGD XXX 143'x80' NON - REINFORCED Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS332 R2 iI 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 510809B.Ddf PRESSURE RATINGS Created by Independent Third Party: Yes 15332.9 SERIES 430/440 REINFORCED SERIES 430/440 REINFORCED ALUMINUM SGD XXX ALUMINUM SGD 143"x96' Limits of Use Installation Instructions Approved for use In HVHZ: No FL1S332 R2 II 08-00503C.Ddf Approved for use outside HVHZ: Yes Verified By: Luis Roberto Lomas 62514 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: REFER TO APPROVAL DOCUMENT FOR DESIGN FL15332 R2 AE 510810B.odf PRESSURE RATINGS Created by Independent Third Party: Yes Neat Contact Us :: 1940 Horth MonroeStmet, Tallahassee FL 32399 Phone: 8S0-487-1824 The State of Florida Is an ANE EO employer. Cuawloht 2007-2013 gate of Florida.:: Privacy Statement :: Agz dbiaty SWeement :: 80Ly0d Statement Under Florida law, email addresses are public records. If you do not want your a -mall address refused In response to a public -records request. do not send eJaMnic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 650.487. 139S. -Pursuant to Section 4S5.275(1), Florida Statutes, effective October 1, 2012, Ikenseu licensed under Chapter 455, F.S. must provide the Deparbrient with an emall address If they have one. The emalls provided may be used for oladal communication with the aCarliea. However emall addresses are public record. If you do rat wish to supply a personal address, please provide the Department with an *mall address which an be made available to the public. To determine If you are a licensee under Chapter 455, F.S., pleas* dick 11M. Product Approval Acccptst CreditSAFE hffps:// www.floridabuilding.orglprlpr_app_dt[. aspx?param=wGEVXQwtDgtH8572gvdWl... 8/31/2015 NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE 2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OS RECORD. 3 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAM'-:' MATERIAL::XTRUDED ALUMINUM 6063-T5. 6. UNITS MUST BE GLAZED PER ASTM E1300-04 WITH SAFRY GLASS, 7. APPROVED IMPACT PROTECTIVE- SYSTEM IS REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS, B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16- OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4". 9. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1 A DO NOT REQUIRE WATER INFILTRATION RESISTANCE. OVER: -TANG 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. 7OR ANCHORING INTO MASONR"/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. OR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYONO STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS ANJ 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. WASONRY - STRENGTH CONFORMANCE TO ASTM C-90. GRADE N. TYPE : (OR GREATER). D. METAL STRUCTURE: STEEL 18GA. 33KS1 OR ALUMINUM 6063-T5 1/8" THICK MINIMUM 15. APPROVED CONFIGURATIONS: OX. XO. XX, XP. PX, XIP. P;x I TABLE OF CONTENTS SHEET N0. DESCRIPTION 1 I NOTES 2 - 3 ELEVATIONS 4 - 10 INSTALLATION DETAILS REASKM I REV I N I DAM I AFORam 1 I A I AWED FLANGE AND nN INSTALLATION 1 12/10/13 1 R... MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" NOTES ORAWM LING NO V.L. 08-02249 NTS 1WE 10/30/13 5'm1 OF 10 SIGNED., 1211612013 tttR I rLro ii3 ATE OF z OR1Dt i: I FF HE 6" MAX 96- MAX FRAME WIDTH ANCHORS TO BE EQUALLY SPACED 2) A14CH RS PER LOCATION SEE CH FOR NUMBER OF LOCATIONS REQUIRED 6" MAX LAX AME IGHT L 6" MAX 6" MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE R4nw IMPACT RATING 135.0PSF NONE WITH2-f/32'SILL SEE CHARTS #1 AND 02 FOR OTHER UNITS RATINGS DESIGN PRESSURE RATING IMPACT RATING 25.01-28.6PSF NONE WITH I- Ile SILL SEE CHARTS 03 AND 04 FOR OTHER UNITS RATINGS CHART#1 WIDT 2-142'S1LL WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. a GYCLT / Omign prmwm chart (ps0 Bhpb Pa6N a1d TOW Fin1a (in) IIeJpM h) 30.0 6ao0I 1 ado moo 47.0 Id0 I Odra Per PM Nq Por Nq 0l0 40A 40.0 417 4a0 4LO AU- 40D M40.0 40.0 43A 3d4 0 0 40L 40.0 404 3711 37.1 000 3 A 4 3d0 0 CHART AI2 WRN 2.14tr SILL WHERE WATER INFILTRATION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET 1 Dodgn praowre chart (pap Fiat 6ftm Foreland Trial Hare%VAh(In) 1Hoph( h) 360 60.0o ado noo 42.0 a4.00 4d0 e600 Pm Mq Poe Nq Poa Nq Poe Nq o 5624 5a9 ILO a20 Id0 625 103 1.0 Wo 7,15.7 42. 0 79A 39.4 030 52A I azAISA 4d4 OB 406 37.1 37.1 9do S 1 49.0 1 411 1 43.1 1 3a 4 1 35A 0 0 SEAS M oeputpnoe CATS APPRNO ADDED FLANGE AND FIN INSTALLATION 1 12/10/13 1 RL CHARTr7 WITH I-wSlu WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. ocr . I = a curer I Design prasmm Malt (pv SOLD Panty aM TO141 Flono M1d111(W Rana Sao 1 34.0Melok 4Z0Y.0 69LPL- A 7L00 f4.00 96.00 Pm I Nq I Pas I Nq Pas Nq Pas Neg o 26.0 1 47.8 1 25.0 1 41.7 25.0 37A 1 2LD 1 34.4 a9. 0 25A 452 2d0 soa 25.0 352 25.0J22 93. 0 25D 129 2d0 372 25A 332 25.0 30.3 360 zu 1 10.7 1 25.0 1 a3.3 mm 31.42LO 2t12 CHART IN WITH 1.12'SILL WHERE WATER INRLIRA TION RESISTANCE IS NOT REQUIRED. SEE NOTE 9 SHEET I CHART05 Dasgn pmmrs Mart (psp SoVis FWW a1d Toad Ras W dIh ON F(wm 6aoo 7Lo0 00 06.00 Pas I Nq poa I Nq Poe I Nog Pas N9p 0L0 47. 6 47d 41.7 41.T 37A 37A 34.4 34A 9d0 2 15.2 301 38J 35.2 2 322 322 0i0 42. 9 429 372 372 332 332 30.3 3 0d0 40. 49J 35.3 353 31.4 31.4 20D 28A Number or a nOAw Ioca dons r*q.dMd Frame 6h * RIM a11d Tobl PnOe V160h (11) 3aaI no 43D 1 4d0 ows 60. 0 NiS Jamb 720 Has bmb 04.0 NLS bmb ado NJiS bmb 04.0 1 6 5 6 8 6 6 6 6d6 1 8 5 e e 6 6 6 OLO 4 e 6 6 6 6 6 6 960 4 e 6 e e s a e MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" z 96" ELEVATION V. L 1 08-02249 WALE NTS ( l*lE 10/30/13 13HEU2 OF 10 E OF ; c W FA HE 96" MAX FRAME WIDTH ANCHORS TO BE EQUALLY SPACED 2) ANCHORS PER LOCATION SEE CHART #6 FOR NUMBER OF LOCATIONS REQUIRED 6" MAX _ 1 6' MAX 6' AX ME GHT 6' MAX SERIES 420 SGD REINFORCED WITHOUT ADAPTER EXTERIOR VIEW DESIGN PRESSURE RATING IMPACT RATING 135.0PSF NONE WITH 2-US2' SlU SEE CHARTS I1 AND 42 SHEET2 FOR OTHER UNITS RATINGS DESIGNPRESSURERATING IMPACTRATING 25.01-28.6PSF NONE WITH I-w Stu SEE CHARTS 03AND a SHEET 2 FOR OTHER UNRS RATINGS 6" MAX REV OFSCT®IIOx OA1E APPRO RD A ADDED FLANGE AND FIN INSTALLATION 12/10/13 R. CHART l6 Nambor oranCWr fowNomraWlrad noa0.0r 7L0 o 96.0 HaS Jamb His Iamb HRS jamb HiS jamb 6 5 6 6 66 46 5 6 6 6 6 6 6 6 6 6 6 6 6 6fL0 0 5 6 6 6 6 6 5 3/8" ---1 2" 21/32' SILL ALUMINUM 6063-T5.055 THICK 5 3/8' 1 1/2. 1 112` SILL AWMINUM 6063-775.00THICK MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96' x 96' FIN ELEVATION DRAM Oe6 IA. REY V.L 1 08-02249 A I—' NTS I b`TZ 10/30/13 1 SKErT3 OF 10 v •G N'pa 9s y_ 0 1 /2' MIN. FMVGW S v ot5 11oN ale AM"MM EDGE OISTANCE A ADOED FIANCE AND RN INSGUATION 12/10/13 R.L 1 3/8" MIN. WOOD FRAMING EMBEQMENT OR 2X BUCK 1 BY OTHERS 1/4" MAX. SHIM 10 W000 0 SPACE 1 3/8" MIN. EMBEDMENT 1/4' MAX. r SHIM SPACE SCREW lp INTERIOR 1/2' MIN. EDGE DISTANCE r—i1gffmffl 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR LLU LU 1NTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 2Y BUCK WSTALLATON NOTES: 1. INTERIOR AND EXTERIOR FINISHES, 8YOTHE07$ NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED W ACCORDANCE WIIHASTM E2112 SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL EE SHEET 3 OR SILL OPTIONS MIN. IENT 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION AND LLCMIWlNootNw. icRossY00pSCARROLLTON, TX 75006 J` S1g11L0o GENSe-. 0 *- SERIES420SODREINFORCEDWITHOUTADAPTER96" x 9IO FRAMEINSTALLATIONDETAILS O' E F' R10G`` I7N1pNA11 V. L Lova no 08- 02249 2eA ale s NTS1030/13 4 OF 10 METAL STRUCTURE BY OTHERS EXTERIOR 1 /4• MAX. SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR T-- 7/8' MIN. EDGE DISTANCE I SILL TO BE SET IN A BED OF WLKEM 116 #10 SMS OR CONSTRUCTION ADHESIVE SELF DRILLING OR EQUAL SCREWS 10 SMS OR METAL SELF DRILLING Am An n /— FOR SILL OPTIONS STRUCTURE SCREWt, SEE SHEET 3 BY OTHERS METAL STRUCTURE BY OTHERS VERTICAL CROSS SECTION METALSTRUCTUREWSTALLATX N NOTES: 1. IN'TERIOR AND EXTERIOR FINISHES, BY OTHERS NOT SHOWN FOR CLARTIY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE OESIONED W ACCORDANCEWITH ASTM E2112 1/4' MAX. r SHIM SPACE olsalwnou w1e rraovtu ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION MI WINDOWS AND LLC 5 o/R.L cose o CARROLLTON. TX 75006 00w. r,•\, 0 * SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 9 FRAME INSTALLATION DETAILS 1k• ip r 'r 6 • TAT OF ft, opV.Awrt oMc r% 08-02249 A 17j1 I jp Ill\\` wLE ale slurNTS10/30/13 5 OF 10 2 1 /2' MIN. L EDGE DISTANCE Il a 1 1/4' MIN. e! . ; d: • EMBEDMENT CONCRETE/ MASONRY 1/4' MAX. BY OTHERS SHIM SPACE OPTIONAL 1X BUCK TO BE 7.4PROPERLY SECURED SEE NOTE 3 ASHEET1 3/16' TAPCON EXTERIOR U-U U_U INTERIOR SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL 3/16' TAPCON SEE SHEET 3 MASONRY/ FOR SILL OPTIONS CONCRETE BY OTHERS a 1 1/4' MIN. EMBEDMENT 2 1/2' MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCREIEAIA ISONRYINSTALLATION REV190t6 oGSCROPIION M1E APPROVED ADDED FLANGE AND FIN INSTALLATION 12/10/13 R.L. 1 1/4' MIN. EMBEDMENT 1le MAX. 2 1/2. Q ' SHIM SPACE MIN. .' EDGE DISTANCE 3/16' TAPCON ' ' CONCRETE/MASONRY BY OTHERS OPTIONAL 1 X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 INTERIOR F EXTERIOR JAMS INSTALLATION DETAIL CONCRETFJMASONRYWSTALLAT ION NOTE,.^ 1.INTERIOR AND EXTERIOR FINISHES, BYOT1iM NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANTBY OTHERS TO SE DESIGNED W ACCORDANCE WTINASTM E2112 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" z 96, FRAME INSTALLATION DETAILS DRAYItk an to R Y.L. 1 08-02249 5r,Au NTS — 10/30/13 —6 OF 10 k s 1R!ILOW i i ArXATeOF • WOOD FRAMING OR ZX BUCK BY OTHERS 1/2" MIN. EDGE DISTANCE 1 3/8' MIN. EMBEDMENT 1/4- MAX. SHIM SPACE 10 WOOD SCREWS EXTERIOR LA UJI INTERIOR 0 BE SET IN OF VULKEM 116 RUCTION ADHESIVE IUAL f10 WOOD SCREW SEE SHEET 3 FOR SILL OPTIONS WOOD FRAMINC OR ZX BUCN BY OTHER! MIN. 1ENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: I. INMRNOR AND E7CTERNOR FINISHES, BY OTHERS, MOT SHOWN FOR CLARITY. 2 PERIMETER AND JOBVT SEALANT BY OTHERS TO BE DESaNED IN ACCORDANCE INM ASTM E2112 T- 1 3/8" MIN. EDGE DISTANCE 10 WOOD SCREWS WOOD FRAMING OR 2X BUCK BY OTHERS J 1 /4' MAX. SHIM SPACE FtMiM 06CRIPIION MTE I Mi WM ADDED FLANGE AND FIN INSTALLATION 1 12/10/13 1 R.L. AA'CCl/1C JAMB INSTALLATION DETAIL WOOD FRAMING OR 2K BUCK IAFSTAU A77ON MI WINDOWS AND DOORS LLC 1001 W. CROSBY RO CARROLLTON, TX 75006 SERIES 4ZO SGD REINFORCED WITHOUT ADAPTER 96" x 96" FLANGE INSTALLATION DETAILS ORAMN ON1G 110. F V.L 08-02249 NITS 1417E 10/30/13 s'nT7 OF 10 11R11ILow C ENSF dt 20R' DNA' II1II1 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRIWNC SCREW METAL STRUCTURE BY OTHERS EXTERIOR jj1 / 4' MAX. SHIM SPACE f 10 SMS OR SELF DRILLING SCREW WTERIOR VERTICAL CROSS SECTION METAL STRUCTUREWSTALLATION NOTES: 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLART: 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH AM F2112 SET IN VULKEM 116 ION ADHESIVE SEE SHEET 3 FOR SILL OPTIONS T- 7/8' MI EDGE DISTI L 10 SMS OR SELF ORILUNG SCREWS METAL STRUCTURE BY OTHERS LAAV R!V oExRIVIION WX I AMWM A ADDED FLANGE AND FIN INSTALLATION 1 12/10/13 1 R.L. JAMB INSTALLATION DETAIL METAL STRUCTUREINSTALLATION MI WINDOWS AND DOORS LLC 1001 W. CROSBY RO CARROLLTON. TX 75006 SERIES 420 SGD REINFORCED WITHOUT ADAPTER 96" x 96" FLANGE INSTALLATION DETAILS DRAM 7N0. R V.L 08-02249 WALE: NTS - 10/30/13 -8 OF 10 2 1/2" MIN. EDGE DISTANCE e •. 1 1/4" MIN. 4. . EMBEDMENT CONCRETE/ MASONRY 1/4" MAX. BY OTHERS SHIM SPACE OPTIONAL 1X BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON EXTERIOR W J W J INTERIOR SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE 3/16" TAPCON OR EQUAL SEE SHEET 3 FOR SILL OPTIONS MASONRY/ CONCRETE BY OTHERS 1 1/4" MIN. 4. , EMBEDMENT 4. 1 2 1/2" MIN. EDGE DISTANCE VERTICAL CROSS SECTION CONCRET E#MASONRY MTALLITIQV R!•,NIMM DFSCRFMN DATE I APPROM ADDED FLANGE AND FIN INSTALLATION 12/10/13 1 R.L 1 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE 2 1/2" ° INTERIOR MIN. EDGE DISTANCE DADA .• 3/16" TAPCON . CONCRETE/MASONRY BY OTHERS " : • ' a DLa• EXTERIOR JAMB INSTALLATION DETAIL OPTIONAL 1X BUCK CONCRET&MASONRYINSrALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARTTY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DES1014 D W ACCORDANCE WITH ASTM E2112 MI WINDOWS AND DOORS LLC OEN4CARROLLTONRTX75006 SERIES 420 SGO REINFORCED WITHOUT ADAPTEW-Wi 96" x 96` FIANCE INSTALLATION DETAILS DC 1;1O,/ s8%`0R1o1MAWV.L oNc No• 08-02249 A NA1j1WALED.TE a"9 OF 10NTS10/30/13 9 OF 10 WOOD FRAMING BY OTHERS 1 1/4• MIN. EMBEDMENT T--L 8 WOOD SCREW 7/16• MIN EDGE DISTANCE 1/4 MAX I SHIM SPACE 7I I JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTAUA77ON 1 1/4• MIN. EMBEDMENT fie w000 wood SCREW FRAMING BY OTHERS 1 /4' MAX. SHIM SPACE 7/16' MIN EDGE DISTANCE EXTERIOR 1 I 11 1 I I r INTERIOR VERTICAL CROSS SECTION WOOD FRAMINO OR 2X BUCK WSTAU ATTON FOR SRC INSTAUATION SEE SHEETS 4-8. DESCRPM DATE I APPROVW ADOED FLANGE ANO FIN INSTALLATION 12/10/13 1 R.L 1 5/8• MIN. EDGE DIST. TRIM INTERIOR MASONRY/CONCRETE f BY OTHERS HOOK STRIP a 1 1/4• MIN. EMBEDMENT 1X BUCK BY OTHERS, 1X BUCK 70 BE PROPERLY SECURED 3/16• EXTERIOR PANEL INTERLOCK HOOKSTRIP INSTALLATION MASONRriLONGRETE METAL STjLIINTERIOR BY INTERIOR TRIM 1 3/8• MIN. EMBEDMENT HOOK STRIP HOOK 10 WOOD #10 SELF DRILLING D SCREW SCREW PANEL DfTERIOR PANEL INTERLOCK DCTERIOR INTERLOCK HOOK STRIP INSTALLATION HOOK STRIP INSTALLATION 2K BUCKANOOD FRAMING METAL STRUCTURE MI WINDOWS AND DOORS LLC \01I !II 14i Lo1001W. CROSBY RD \S\...... CARROLLTON, TX 75006 r,•\G1- No* 9, SERIES 420 SGD REINFORCED WITHOUT ADAPTER*' 0 •#= NOTES: 1. INTERIOR AND Df7ERIORFINISHES 96" x 96" BY OTHERS, '0• ` NOTSHOWNFORCLARfM NAILFIN do HOOK INSTALLATION DETAILS c TAT OF 2PER EMTERANDJOINT D IN A NCE TTBYOTHERS TOBE VRAwR avc NaDESIG08-02249sateAIATe s"W /fitj 11111%t\\ NT5 10/30 13 10 OF 10 NOTES: 1. T-IE ?ROOUCT SHOWN HEREIN IS OES:GNED 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 OPEN.KG IS THE RESPONSIBILITY OF 'HE ARCHITECT OR ENGINEER OF RECORD. 3. IX BUCK OVER MASONRY/CONCRETE IS OPTIONAL WHERE iX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD OJRATION FACTOR Cd-1.5 WAS LSED FOR WOOD ANCHOR CALCULA'IONS. 5. FRAME MATERIAL: EXTRUDED ALUMINUM 6063—T55. 6. JNITS MUST BE 3:AZED PER ASTM E1300—C4 WITH SAFETY GLASS. 7. APPROVED IMPACT PROTECTIVE SYSTEM IS REOUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS. B. SHIM AS REOUIRED AT EACH ANSTALLATIoON 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 INS'ALLED WHERE OVERHANG RATIO IS EOUAL OR GREATER THAN 1.0 DO NOT REOUIR= WA -ER INFILTRATION RESISTANCE. OVER*.-ANG RATIO = OVERHANG LENGTH/OVERHANG HEIGHT. 13. =0R 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 INSTALLAT.ON DETAILS. 2, FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFIC!ENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. ALL FASTENERS TO BE CORROSION RESISTANT. 14..NSTALLATION ANCHORS SHALL BE :NSTALLED 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_KGTH 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 TABLE OF CONTENTS SHEET NO. DESCRIPTION 1 NOTES 2 ELEVATION 3 - 9 INSTALLATION DETAILS Mvsms ofscwrom MTE A rtOv_0 ADDED CHARTS 03/06/12 R.L. RENSED PER NEW TESTING 10/15/13 R.L. ADDED FLANGE WSTAUAIONS 12/06/13 RA. SIGNED: T?_/06/2013 MI WINDOWS AND DOORS LLC 0III,1/T/,/ t LO?f9// 1001 W. CROSBY RD CARROLLTON, TX 75006,1PJ\? 0 #= SERIES 430/440 XIX SGD 143" x 96" REINFORCED NOTES D TAT OF •• 0' : ORLOT;• i/i'rs ONAjj1 1C` oPA1rx VTONo. Rtv F.A. 08--50X0 03 C atESGqENTS 02/23/09 1 OF 9 143" MAX FRAME MOTH ANCHORS TO BE 6' MAX EQUALLY SPACED 6 MAX 2) ANCHORS PER LOCATION SEE CHART #5 FOR NUMBER OF LOCATIONS REQUIRED 6' MAX 96' MAX FRAME HEIGHT L 6" MAX X X SERIES 4301440 XIX SGD EXTERIOR VIEW DESIGN PRESSURERA77MG IMPACTRA7ING 40.OPSF NONE MM 21MI SILL SEE CHARTS Il AND 02 FOR OTHER UNITS RATINGS OESfGNPRESSURER477NG LWPACiR477NG 25.0%28.8PSF NONE wnw 1 fir SILL SEE CHARTS #3 AND 04 FOR OTHER UNITS RA17NOS 6 15/16' - 2 1/32' 2 1/32' SILL ALUMINUM 606375.G54 THICK FtmcN8 REV I OESCRI'mN OATS •PPROYM A AOOM CHARTS 03/06/12 RA. B REVISED PER NEW TEMG I0/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. CHARTfl WITH 2142' SSL WHERE WATER INRLTRA77ON RESISTANCE IS REQUIRED SEE NOTE 9 SHEET I 0-gn fe draft QmQ RMn BEgb F9nal and Total Fiaro Mtn in) 7Q0 90.00 no 109.00 ILO IMP 47.7 142.00 Pas I Nq I pas I Nry pos I'. Pos Nog a1.0 0.0 80.0 10.0 57.9 40.0 520 40.0 48A 8.0 40.0 60.0 40.0 34A 40.0 40A 40.0 45.0 PLO 40.0 1 59A 1 40.0 1 51.7 40.9 48.1 40A 423 9R0 40.0 I 55A 140.0 49.0 40.0 43-7 1 40.0 1 40.0 CHART d2 WITH 2 IM' SILL WHERE WATER NFLTRATION RESISTANCE IS NOT REWIRED SEE NOTE 9 SHEET I Design premire chart (pso frrmo 9rvb Pena am Total From vvm 1 3" 420 1 47.7 a0.07 PoaI Np lo8A0 I Per I Nag 12100 F. Ft.. f42.00 pea Mfg 44.0 0 80.0 57.9 57A SZO SLO 48A 48A IRO e0A OOA 54A 34.e 40.a 48.9 0 9L0 59A 59A 51.7 517 18.1 18.1 4L3 429 MO 58.e 1 5M 4 A l0.0 45.7 43.7 1 40A 1 40.0 6 15/16' --+ 1 1/2' 1 W' SILL ALUMINUM 606345.055 THICK CHARTI S WITH I Im, Stu WHERE WATER INFILTRATION RESISTANCE IS REQUIRED SEE NOTE 9 SHEET I DOsfpn romm Mart (091 Fiorte Sbpb mum am Tom Kwm raw b) w94 h) 70.0 90.00 a OL00 42.0 124.00 17.7 142.00 Pm Keg Pas Np Pea Nap Pw Np 8 O 2S0 4T. 25.0 41.7 25.0 37.4 25.0 345 mu 2S0 432 2SA 393 A 9L0 25A 429 25A 372 2 3" 9S0 2S. 40. MA 355 25.0 31.4 2" 2U CMRr#4 WITH I Pr Stu WHERE WATERWFfLTRA77ON RESISTANCE IS NOT REQUIRED SEE NOTE 9 SHEET I CK4RTd5 Design m Mart (psi) Sb9b Pawl and Total Rfarn 1AI9t11(EQ NEdM 70.0 76.0 ILO 47.a7 84.00 Pm KegPos 1 }OROO HogPas IS0.00 N f4200 Pos Nq f1.0 478 47A 11.7 41.7 77A 7T.4 34S SE.S 8R0 452 452 79.7 395 352 3L4 SL4 920 4L9 I 4L9 772 i 372 3321 M2 1 30.31 305MO40.7 1 40.T i 31.4 1 31.4 I ZOA 1 23.5 Number o7anchor locallonsr40ul fiwm SYgb Panel and TOW Finn VdA 0) H 1 30.0 M.0 420 47.7 a0.0 Hd5 I Jame 1-0 I HASI Jamb 12a.0 Nd3 I Jamb 14LO Nd3 Jame N.0 8 8 8 8 8 9 6 aso e e r e e e 9 e no e e T e 8 e 9 0 9d.0 8 e T e a 0 9 e MI WINDOWS AND DOORS LLC 1001 W. CROSBY RO CARROLLTON. TX 75006 SERIES 430/"0 XIX SGO 143' z 96" REINFORCED ELEVATIONS ORAaIt OWG No. F.A. 08-00503 SCGLLE rrre OATS ne /ec M. IsmErr, nr e ENg"94 AVo.61X -'k OF WARPS 1/2' MIN. I¢v. OESCRFRON CATE APPROVED EDGE DISTANCE A ADDED CHARTS 03/06/12 R.L 8 REVISED PER NEW TFSTINC 10/15/13 R.L 1 3/8" MIN. C ADDED FUWDE INSTALLATIONS 12/06/13 RL WOOD FRAMING EMBEQMENT OR 2X BUCK BY OTHERS 99 1 3/8, MIN. 1/4' MAX. IEMBEDMENT r SHIM SPACE MAAX. X. I I O SHIMINTERIOR10 WOOD SPACE 1/ 2" MIN. SCREW EDGE DISTANCE a a EXTERIORINTERIOR10 WOOD SCREW a SILL TO BE SET IN 10 WOOD A BED OF VULKEM 116 SCREW CONSTRUCTION ADHESIVE OR EQUALczl-)p SEESHEET2EXTERIOR FORSILLOPTIONSWOOD FRAMING OR 2X BUCK WOOD FRAMING JAMB INSTALLATION DETAIL BY OTHERS OR 2X BUCK WOOD FRAMlNGOA2XBUCK lNST"ALUI7ION BY OTHERS 1 3/ 8" MIN. EMBEDMENT VERTICAL CROSS SECTION WOOD FRAMING OR 2X 8UCKINSTAU ATWN MI WIN1 01 WS DLLC R . to, /i, W. CROSBY RAND 5 CARROLLTON. TX 75006 •0£Hs 4/p SERIES 430/ 440 XIX SGD _ *• o* NOTES: 143E 96" REINFORCED =y,Tf.rNER10AANDEfER0RFTNlSFE& BYOTNEA& FRAME INSTALLATION DETAILS GOP't'- NOTSHOWNFORCLARITY.PEETERAOJO EAANTBYOTNRSTVBDRAner one c' F.A. DESfGNEDINaCCORDANCEWIiNAS71MF2rf208- 00503 C/S ONA`1 NTS a 0223/09 JWW3 OF 9 METAL STRUCTURE BY OTHERS 10 SMS OR SELF DRIWNG SCREW METAL STRUCTURE BY OTHERS EXTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES T. INTERMAND EXTERIOR MNISHES, BYOTHER$ NOT SHOWN MR CLARITY. 2. PERIMETERAND JOINT SEALANT BY OTHERS TO 8E DESIGNED IN ACCORDANCE WITH ASTM E2112 1/4- MAX. Q r SHIM SPACE 10 SMS OR SELF DRILLING SCREW INTERIOR 1 7/8" MIN. EDGE DISTANCE 10 SMS OR SELF DRILLING SCREWS 0 BE SET IN OF VULKEM 116 RUCTION ADHESIVE IUAL METAL STRUCTURE SEE SHEET 2 BY OTHERS FOR SILL OPTIONS 1 /4" MAX. SHIM SPACE EXTERIOR REW51" REV OESty11P1gN GATE APPRMW A ADDEO CRAM 03/D6/12 R.L 8 REVISED PER NEW TESTING 10/15/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L 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 95' REINFORCED FRAME INSTALLATION DETAILS ORATRE OMC NO. F.A. 08-00503 SCALE NTS - 02 23/09 --4 OF 9 E KBE• CONCRETE/ MASONRY BY OTHERS OPTIONAL I BUCK TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 3/I6' TAPCON MASONRY/ CONCRETE BY OTHERS 2 1/2' MIN. EDGE DISTANCE a • . 1 1/4' MIN. e• a EMBEDMENT 1 1/4' MIN. 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 CONCRETE/MASONRY BY OTHERS EXTERIOR INTERIOR °. SILL TO BE SET IN v ' A BED OF VULKEM 116 CONSTRUCTION ADHESIVE j OR EQUAL r , I I FOR SILL OPTIONS t 1 1/4' MIN. EMBEDMENT VERTICAL CROSS SECTION CONCRETEWSONRYINSTALLATION 2 1/2' MIN. EDGE DISTANCE FtEm11G FMV I ot=l"m M1E IAPRIOYID A ADDED CHARTS 03/06/12 R.L. 8 REVISED PER NEW TESTING 10/13/13 R.L C ADDED FIANCE INSTALLATIONS 12/05/13 R.L. INTERIOR IF 11 III a u 0 m EXTERIORC5 CIDP JAMS INSTALLATION DETAIL OPTIONAL I BUCK CONCRETENIASONRY INSTALLATION TO BE PROPERLY SECURED SEE NOTE 3 SHEET 1 NOTES.` 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARI 'Y 2 PERIMETER AND JOINT SEALANT BYOTHERS TO BE DESIGNEE) IN ACCORDANCE K1774 ASTM E2112 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/440 XIX SGO 143' x 96' REINFORCED FRAME INSTALLATION DETAILS OX WN: Dm N0. F.A. 08-00503 CRE NTS —.02/23/09 ISHM75 OF 9 TA OF • r' 40R\C? • ,#- iitio... ;e* \ 000 FRAMING OR 2X BUCK BY OTHERS III10 WOOD SCREW EXTERIOR 10 WOOD SCREW IWOOD FRAMING OR 2X BUCK BY OTHERS 1/2' MIN. I EDGE DISTANCE 1 3/8' MIN. EMBEDMENT 1/4' MAX. SHIM SPACE INTERIOR VERTICAL CROSS SECTION WOOD FRAMING OR 9K SUCK INSTALLATION NOTES: 1.INTERIOR AND S( ERIORFINISHES.BYOTHERS NOT SHOWN FOR CARRY. 2 PERIMETER AND JOINTSEALANT BY OTHERS TO BE DESIGNED INACCORDANCE WITHASTM E2112 SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EQUAL SEE SHEET 2 FOR SILL OPTIONS 1 3/6' MIN. EMBEDMENT 1 3/8' MIN. EMBEDMENT 7— 1/ 2" MIN. EDGE DISTANCE 10 WOOD SCREW WOOD FRAMING OR 2X BUCK BY OTHERS 1/ 4' MAX. SHIM SPACE F. A. RMONS oExRweON ah Avrw4w ADDED CHARTS 03/06/12 ILL REVISED PER NEW TESTING 10/15/13 R.L ADDED FLANGE INSTALLATIONS 12/06/13 R.L JAMB INSTALLATION DETAIL V. 000 FRAMING OR 2K BUCK INSTAUATOY MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 450/"0 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS fIYlf. N0. 08- 00503 02/ 23/09 — 6 OF 9 1R I IL 04!///, GE1Vsv0 o b TATOt7M,;Qz OOR% MA' 1` METAL STRUCTURE BY OTHERS EXTERIOR 1 /4' MAX. SHIM SPACE OR I LUNG 7E D MIN. EDGE DISTANCE J10 SMS OR SELF DRILLING SCREWS r1/ 4" MAX, SHIM SPACE INTERIOR RENSONS REv OESO IPNON are APPROM A ADOM CHARTS 03/00/12 R.L. B REASED PER NEW TESIWG 10/15/13 R.L. C ADDED FLANGE INSTALLATIONS 12/06/13 R.L. In - SILL TO BE SET IN UABEDOFVULKEM116 CONSTRUCTION ADHESIVE 10 SMS OR OR EQUAL SELF DRILLING STRUCTURE STRUCTURE SCREW BY OTHERS EXTERIOR METAL SEE SHEET 2 STRUCTURE FOR SILL OPTIONS ,IAMB INSTALLATION DETAIL BY OTHERS METAL STRUCTURE INSTALLA]TOW VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION NOTES., 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, NOT SHOWN FOR CLARITY. 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WRNASTM E2112 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 4.30/440 XIX SGD 143' x 96" REINFORCED FLANGE INSTALLATION DETAILS pM11N: 0116 N0. F.A. 1 08-00503 s0" NTS 01 02/23/09 1 SNW7 OF 9 011R ILt II/lei a V REMONS 2 1/2" MIN. REV oc=wmN CATE I APPR°VFL CONCRETE/ EDGE DISTANCE A ADDED V2URTS 03/06/12 R. MASONRY BY OTHERS 6 REVISED PER NEW TESTING 10/15/13 R.L. e . • '', C ADDED FLANGE INSGLLATIONS 12/06/13 R.L. e 1 1/4" MIN. c : a ' EMBEDMENT 1 1/4" MIN. 1/4MAX. a EMBEDMENT SHIM SPACE OPTIONAL 2 1/2" MIN. IX BUCK EDGE DISTANCE INTERIOR TO BE PROPERLY SECURED 1/ 4" MAX SHIM SPACE O ENOTE33/16" TAPCON SHEET13/ 16" TAPCON a 44 CONCRETE/ MASONRY EXTERIOR INTERIOR BY OTHERS 3/ 16" TAPCON ° SILL TO BE SET IN A BED OF VULKEM 116 CONSTRUCTION ADHESIVE OR EOUAL SEE SHEET 2 FOR SILL OPTIONS MASONRY/ CONCRETE I BY OTHERS s ° . 1 1/4" MIN. EMBEDMENT 4- VERTICAL CROSS SECTION 2 1/2" MIN. OONCRET154AASONRYINSTALLATICN EDGE DISTANCE EXTERIOR OPTIONAL 1 X BUCK JAMB INSTALLATION DETAIL TO BE PROPERLY CONCRETE%MASoNRY(NSTALLATIOIV SECURED SEE NOTE 3 SHEET 1 NOTES I. lNmwmAND EXTERIOR KNISHES, BY OTHERS, NorSHoWN FOR C may. 2 PERIMETERANDJoOVrSEmAmrBYOTHERSTUBE DESIGNED IN ACCOADANCE W M ASTU Elf 12 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/"0 XIX SGD 143" x 96" REINFORCED FLANGE INSTALLATION DETAILS orNx++: one No. F. A. 08-00503 VAE NTS — 02 23/09 s'W8 OF 9 pENSF 1 5/8- MIN. EDGE DIST, TRIM INTERIOR MASONRY/CONCRETE BY OTHERS HOOK STRIP 1 1 /4" MIN. EMBEDMENT F IX BUCK BY OTHERS, 1X BUCK TO BE PROPERLY SECURED 3/16" EXTERIOR =J --- PANEL INTERLOCK HOOK STRIP INSTALLATION MASONRYA:ONCRETE INTERIOR TRIM 1 3/8 MIN. EMBEDMENT HOOK STRIP EXTERIOR 10 WOOD SCREW HOOK STRIP INSTALLATION 2X BUCWIVOOD FRAMING PANEL INTERLOCK REVISIONS my 000W ON 041E •PPnOYVm A ADDED CHARTS 03/06/12 R.L. 6 REVISED PER NEW TESTING 10/13/13 R.L C ADDED FLANGE INSTALLATIONS 12/06/13 R.L METAL STRUCTURE BY OTHERS TRIM - INTERIOR HOOK STRIP SELF ORIWNG SCREW PANEL EXTERIOR INTERLOCK HOOK STRIP INSTALLATION METAL STRUCTURE NOTES., 1.INTERIOR AND EXTERIOR RNISHES BY OTHERS NOT SNOWIV FOR CLARITY. z PEPoMETERAND JOINT SEALANT BYOTHERS TO BE DESIGNEOINACOOROANCE INTMASTM E2112 MI WINDOWS AND DOORS LLC 1001 W. CROSBY RD CARROLLTON, TX 75006 SERIES 430/440 XIX SGD 143" x 96" REINFORCED HOOK INSTALLATION DETAILS ORS M: ONO NO. F.A. 1 08-00503 sc" NTS w1E 02/23/09 ISMEETS OF 9 0 f 10127/2016 Florida Building Code Online Business 8 Professional Regulatiion SCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats d Facts I Publications I FBC Staff I BCIS Site Map I Links I Search u.: Product Approval I USER.Public Userdt* Product Approval Menu > Product or Anolication Search > Application List > Applcatlon Oetall FL # FL9174-R11 Application Type Revision Code Version 2014 Application Status Approved Comments set to re -apply per applicants request 4/28/15-rb Archived 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 FL9174 R11 COI Cert of Ind Scates 2011 s.odf Referenced Standard and Year (of Standard) Standard Year DASMA-108 2002 DASMA-115 2005 Equivalence of Product Standards Certified By Sections from the Code https:/Avww.floridabuilding.orgtpr/pr app o.aspx?param=wGEVXQwtDqufllJRfWxf6u7ojnloheHp/o2bRKJkizESWxAzegKuYBGeGQp/o3d%3d 1/6 10/27/2016 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 04/06/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/23/2015 Summary of Products FL # I Model, Number or Name Description 9174.1 15120 / 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 1 5120 / 6100 / 9100 #0229 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. 9' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 11 0228 318958 P7.odf FL9174 R11 If Track Suoolement Chart P10.odf FL9174 Rll 11 WD3ambSuoolementP16 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 1111 AE Eval Rent 9100 rl s.odf FL9174 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 It 0229 318959 PB.odf FL9174 Rll I1 Track Suoolement Chart P10.I& FL9174 Rll 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 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". Glazing available in top or intermediate section. Installation Instructions FL9174 Rll II 0230 318960 P10.odf FL9174 Rll If Track Supplement Chart P10.odf FL9174 Rll II WD1ambSuoolementPl6 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 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 II 0231 318996 PS.odf FL9174 R11 II Track Suoolement Chart P10.odf FL9174 Rll II W[2]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 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 FL2174 R11 II Track Supplement Chart P10.odf FL9174 Rll II WDJambSuoolementPl6 s.odf Verified By: John E. Scates P.E. FLORIDA PE 51737 https:/Avww.floridabuilding.org/pr/pr app dU.aspx?param=wGEVXQwtDqufllJRNVxf6u7ojnl0heH%2bRKJkizESWxAzegKuYBGeGO%3d%3d 2/6 10/27/2016 Florida Building Code Online Design Pressure: +43.20/-49.60 Created by Independent Third Party: Yes Other: Evaluation Reports FL9174 1111 AE ASTM A 653.odf FL9174 R11 AE Eval Rent 9100 ri s.odf FL2174 R11 AE FL09174 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 Rll 11 0235 319023 P6.odf Approved for use outside HVHZ: Yes FL9174 R11 II 319040 P1 Post.odf Impact Resistant: Yes FL9174 Rll tI Track Suoolement Chart P10.odf Design Pressure: +39.20/-43.70 FL9174 Rll II WD]ambSuoolementP16 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 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 9174.7 15120 / 9100 #0232 118' 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 Rll II Track Supplement Chart P10.odf Impact Resistant: No FL9174 Rll II WD]ambSuoolementP16 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 FL9174 R11 AE ASTM A 6S3.odf door. 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 9174.8 15120 / 9100 #0233 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. 18' Max width. 8'-9" Max height. Max section height 21". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 If 0233 319000 PS.odf FL9174 Rll II Track Supplement Chart P10.odf FL9174 R11 It WD]amb5uoolementP16 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 R11 AE FL09174 r9 Affirmation for FBC 5th 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 II 319040 P1 Post.odf Impact Resistant: Yes FL9174 R11 If Track Suoolement Chart P10.odf Design Pressure: +30.00/-33.50 FL9174 Rll 11 WD]ambSuoolementPl6 s.odf Other: Verified By: John E. Scates P.E. FLORIDA PE 51737 Created by Independent Third Party: Yes Evaluation Reports FL9174 RI AE ASTM A 653.odf FL9174 R11 AE Eval Reot 9100 s.odfrl FL9174 R11 AE FL09174 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 Rll tI 0237 319025 P6.odf Approved for use outside HVHZ: Yes FL9174 1111 II 319040 P1 Post.odf Impact Resistant: Yes FL9174 R11 II Track Suoolement Chart P10.odf Design Pressure: +39.20/-43.70 FL9174 Rll II WD]ambSuoolementP16 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 R11 AE Eval Reot 9100 rl saidf FL9174 R11 AE FL09174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes hops://www.floridabuildingorg/pr/pr_app O.aspx?pwam=wGEVXOMDqufllJRfWxf6u7ojn10heH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 3!6 10/27/2016 Florida Building Code Online 9174.11 I5120/5140/6100/9100/9400/9600 0600 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +26.90/-30.80 Other: Doors with glazing shall not be used in the wind- borne debris region unless protected or unless structure designed as partially enclosed or door is a replacement door. 9' Max width. 10' Max height. Max section height 24". Glazing available in top or intermediate section. Installation Instructions FL9174 R11 II 0600 319026 P4.odf FL9174 Rll II Track Suoolement Chart P10.odf FL9174 Rll II WDlambSuoolementP16 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 FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.12 15120/5140/6100/9100/9400/9600 19' Max width. 10' Max height. Max section height 24" Glazing 0601 available in top or intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +41.00/-46.30 Other: Installation Instructions FL9174 R11 It 0601 319027 P4.odf FL9174 RI II Track Suoolement Chart P10.odf FL9174 R11 II WDlambSuoolementP16 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 Rent 9100 rl s.odf FL9174 R11 AE FLO9174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.13 15120/5140/6100/9100/9400/9600 116' Max width. 10' Max height. Max section height 24". Glazing 0602 available in top or intermediate section. 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 i designed as partially enclosed or door is a replacement door. Installation Instructions FL9174 R11 II 0602 319028 P5.odf FL9174 R11 II Track Suoolement Chart P10.odf FL9174 R11 II WDlambSuoolementP16 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 RI1 AE Eval Reot 9100 rl s.odf FL9174 Rll AE FLO9174 r9 Affirmation for FBC 5th 2014s.odf Created by Independent Third Party: Yes 9174.14 15120/5140/6100/9100/9400/9600 116' Max width. 10' Max height. Max section height 24". Glazing 0603 available in top or Intermediate section. Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +23.00/-25.00 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. Installation Instructions FL9174 1111 If 0603 319029 PS.odf FL9174 Rll II Track Suoolement Chart P10.odf FL9174 Rll II W121ambSuoolementP16 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 FL09174 r9 Affirmation for FBC Sth 2014s.odf Created by Independent Third Party: Yes 9174.15 15120/5140/6100/9100/9400/9600 116' Max width. 8' Max height. Max section height 24" Glazing 0604 available in top or intermediate section. 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: Installation Instructions FL9174 Rll II 0604 319030 PS.odf FL9174 Rll II 319040 Pl Post.odf FL9174 RI II Track Supplement Chart P10.odf FL9174 Rll ti W03ambSuoolementP16 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 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 R11 II 0605 319031 P4.odf Approved for use outside HVHZ: Yes FL9174 R11 II Track Supplement Chart P10.odf Impact Resistant: No FL9174 Rll II WDJambSuoolementP16 s.odf https://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDqufllJRfWxf6u7ojnlOheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 4/6 10(27/2016 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 R11 AE ASTM A 653.odf door. FL9174 R11 AE Eval Reot 9100 rl s.odf FL9174 R11 AE FL09174 r9 Affirmation for FBC Created by Independent Third Party: Yes 9174.17 15120/5140/6100/9100/9400/9600 118' Max width. 8' Max height. Max section height 24" Glazing 0606 available in top or intermediate section. 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 i 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 i 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. Installation Instructions FL9174 Rll II 0606 319032 P6.odf FL9174 1111 II 319040 Pi Post.odf FL9174 RI II 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 RI AE ASTM A 653.odf 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' Max height. Max section height 24" Solid only - no glazing available. Installation Instructions FL9174 Rll II 0609 31903S P5.odf FL9174 R31 If 319040 P1 Post.odf FL9174 R11 II Track Supplement Chart P10.odf FL2174 R11 II WD]ambSuoolementPl6 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 Rent 9100 rl s.ndf FL9174 R11 AE FL09174 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 II 0608 319034 P4.odf FL9174 R11 II Track Suonlement Chart P10.odf FL9174 R11 II WD]ambSuoolementP16 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 RII AE Eval Reot 9100 rl s.odf FL9174 RL1 AE FL09174 r9 Affirmation for FBC 5th 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 11 0607 319033 PS.odf FL9174 RI II Track Suonlement Chart P10.odf FL9174 Rll If 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 Balk Ncat Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-497.1924 The state of Florida is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The 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.5 , please dick h=. Product Approval Accepts: httpsJ/www.floridabuilding.org/pr/pr app o.aspx?param=wGEVXQwtDquFlIJRfWxf6u7ojnlOheH%2bRKJkizESWxAzegKuY8GeGQ%3d%3d 96 10/27/2016 Florida Building Code Online IRE Credit Card Safe https://www.floridabuilding.org/pr/pr_app O.aspx?param=wGEVXQMDquB1JRANxHw7ojnl0heH%2bRKJkizESWw4zegKuY8GeGQ%3d%3d 6/6 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. P/N 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 "oTE3 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 7 6 800 9 1 7 1 6 E. sc ti No. 51737 O STATE OF OA-. : cl OR OP p0 1j' S pNi ; \\X 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 16f /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. 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 B18.2.1. 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 J 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 11 11///4f scgr ////, lb No. W737 0 I; STATE OF •` c'••ioa%QP 0 j/SS ONA;;0 '\N` fill 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 = 30psi x 16ft/2 - 240lb/ft 4. CHART IS BASED ON 6'-6" MINIMUM AND 24'-0' MAXIMUM DOOR HEIGHT. S. 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 SCHEDULE 3 3/8"0 A307 HEADED OR HOOKED ANCHOR BOLTS IN NORMAL WEIGHT CONCRETE MAXIMUM SPACING OF ANCHOR BOLTS PER JAMB (IN) LOAD PER JAMB LB/ "IE3 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 11 14 1 16 760 11 13 16 780 10 1 13 16 800 10 1 13 15 No. 51737 O STATE OF S*ION &L \x` Iflll 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 WAND 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 51737 TX PE 56308/1`2203 Revision P16 SCHEDULE4 3/8"0 SIMPSON TITEN HD SCREW ANCHORS MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB "ore4 2500 PSI CONCRETE NOTE I 4000 PSI CONCRETE NOTE ' 2000 PSI GROUT FILLEDCMU"ores 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 16 17 N/A r,1111111 9N6eNeF r'i No. 51737 O STATE OF t ••; OR OP Q2` N yONA;;614! 0 If I11 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 0476. 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 Favgate Dr. Carrollton, TX 75007 Fl. PE 51737 TX PE 56308/F2203 Revision P16 SCHEDULES 3/8"0 HILTI KWIK BOLT 3 EXPANSION ANCHOR MAXIMUM SPACING OF ANCHORS PER JAMB (IN) LOAD PER JAMB LB/FT NOTE4 2500 PSI CONCRETE MOTE I 4000 PSI CONCRETE NOTE i 2000 PSI GROUT FILLED CMUNOTE4 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 17 1 8 caw rFB ; 00 No. MTV STATE Of el;; */ONAL 1. BASED ON 3/8"0 HILT] 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 - 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. 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 56308/F2203 Revision P16 c® Dalton 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 Ilk No.51?37 0 STATE OF ; Digitally signed by John E. Scates, P.E. Date: 2015.02.20 09:58:53-06'00' JOHN E SCA70, PE 3121 FAIRGA7E DR CARROLLTON. 7X 75007 R PE 51737 7X PE 56306/F22D3 SEE DETAILS 1. 2. AND 3 REOUIRED FOR VERTICAL POST REINFORCING iSYSTEMS M! SF MINIMUM 2x5 • 3 Q HEADER LOCK SOUTHERN PINE BRACKET LUMBER 4' 4' 2-3/4- 2) 3/8- SIMPSON TITEN 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'. OFTAIL 1 MINIMUM 2500 PSI CONCRETE NOiE MAXIMUM DESIGN LOAD CAPACITY OF 2085 LBS MINIMUM 2.0 /3 (1 HEADER LOCK SOUTHERN PINE BRACKET LUMBER. 8' 4' 4' 1 8' 4' 4) 3/8' SIMPSON TITEN 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'. DETAIL 2 MINIMUM 2000 PSI GROUT FlLI D CMU NOTE. MAXIMUM DESIGN LOAD CAPACITY OF 2400 LEIS MINIMUM 2x6 /3 rIt HEADER LOCK SOUTHERN PINE / BRACKET LUMBER.- I 1_1/2• J-1/2' -J 4) 3/8- DIA. LAG SCREWS WITH 1-1/4' O.D WASHERS. LAG SCREWS SHALL HAVE A MINIMUM PENETRATION OF 1-9/32' INTO THE MAIN SUPPORT MEMBER. DETAIL 3 WOOD SUPPORT STRUCTURE NOTE, MAXIMUM DESIGN LOAD CAPACITY OF 2430 LOS JAMB CONNECTION SUPPLEMENT REVISIONS DRAWING PART NO. I REV. PROFESSIONAL ENCINEFR'S SEAL PROVIDE) ONLY FOR VERIFICATION OF WRIDLOAD CONSTRUCTION DETAILS. 324620 IP16 w Dalton 3395 ADDISON DRIVE PENSACOLA. FLORIDA 32514 850) 474-9890 z/ IS No. 51737 00 : STATE Of 0%A- LOR10P Ili; pON llllll Digitally signed by John E. Scates, P.E. Date: 201 S.02.20 09:59:26-06'00' J" E. SCATES. PE 3121 FAIRCATE OR CARROLLION, TX 75007 FL PE $1737 TX PE 5830E/F22D3 PROF®OVAL ENF.INEER-S SEAL PRONDED ONLY FOR VERIMARON OF VANDLOAD CONSTRUCRCN OETARS MIN 25W PSI CONCRETE UM 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 V BETWEEN JAMB BRACKET LOCATION - JAMB BRACKET- 1/4-204/16- TRACK BOLT AND 1/4-20 HEX NUT TRACK 2 3/4- EDGE I MIN 2 4 SPF (G-0.42) OR BETTER WALL STUD H ; 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 EXTERIOR 5/16' LAG SCREW WITH 1-9/32- EMBED IN CENTER OF STUD (= 1/4-) FOR EACH JAMB BRACKET LOCATION JAMB BRAC(ET 1/4-20x8/16- TRACK BOLT AND 1/4-20 HEX NU TRACK DIRECT WDOD 1ADUNTING DETAIL MAX 420 LAS PER LAC FAS11EMER JAMB CONNECTION SUPPLEMENT REVISIONS DRAWING PART NO. REV. 324620 IP16 The Genuine. The Original. o April 28, 2015 Subject: ASTM A653-00 To Whom It May Concern: Ovarhsad Door Corporation 2S01 S. State Hwy 121, Suite 200 Lewisville, TX 75067 Phone 469 549 7100 fax 469549net wsvw.overheaddoorcom 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 bverhea'd Door.Corporation ASubsidiaryofSoawaHoldings,Colporaibn. t14•JKoR'''% P.•• viceHs •.tiffs, , No. TM5 sTAN OFAto fG Horton roncn .. 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-R7 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. Cam. E vto/t , 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 MMR Drawings TABLE 1. 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 EA—Ca7D to/q 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 & 2020W Rev P4 2020W 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 2020W 2020W 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 2020W-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 A 4 (o(tb / t1 FL 09174-I17 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 Y2" MDF decorative overlay. 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, c=1EAC- Jo n E. Scates, P.E. y Florida PE # 51737 l0` 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 1 office (972) 492-9500 Re: Statement of Affirmation to FBC 51h Edition (2014) FL 09174-119 To Whom It May Concern: To the best of my knowledge, the products listed in FL 09174-R9 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 f,1111 I I11I// N No. 51737 O STATE Of sZl;;91ONAL X lll 11111 1. SHORT PANEL NON -IMPACT RESISTANT GLAZING OPTION - 080' MINIMUM SSB CLA21KC IN MCLOEO FRAMES SCREWED TOGETHER WITH A MINIMUM OF (6) /8.1' SCREWS INSTALLED IN 13 CA HO IZ ANGLE TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS UNIFORM STATIC DESIGN PRESSURES SHOWN ON THIS ORAWNa GLAZING SHALL HAVE A MAXIMUM HEIGHT 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 WIND-BORNE DEBRIS REGIONS 16 CA MIN HORIZTRACK L LONG PANEL NON -IMPACT RESISTANT GLAZING OPTION - 5/16v1-5/8' 090' MINIMUM SSB GLAZING IN MOLDED FRAMES CLUED WITH LAC SCREWS A 1 BEAD OF BOSTIK 1100 OR EQUIVALENT UNDER THE MIN ] AS OUTER FRAME AND SCREWED TOGETHER WAIN A MINIMUM OF SHOWN) 10) J8 1' SCREWS INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSERTS) MEETS 16 GA MIN VERT UNIFORM STATIC OC30N PRESSURES SHOWN ON THIS DRAWING. TRACK GLAZING SHALL HAVE A MAXIMUM HEIGHT OF 1175' AND A MAXIMUM LENGTH OF 39'. GLAZING IS NOT IMPACT RESISTANT AND DOES NOT MEET THE REQUIREMENTS FOR WIND-BORNE 5/levl-5/B' LAO DEBRIS REGIONS GLAZED SECTION REQUIRES 18 CA 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/B' SELF DRILLING CBMPTITE SCREW TO 1/4-20v9/16' TRACK ATTACH THE J-STRUT TO THE INTEGRAL RB AND OPERATOR BOLT AND 1/4-20 HEX STILE AT THE CDi1F%INE OF THE DOOR PER DETAIL F ON NUT AT EACH JB .8 SIFT 2. BRACKET LOCATION 3. IMPACT RESISTANT GLAZING OPTION - IMPACT RESISTANT GLAZING SYSTEM MAY BE INSTALLED IN TOP OR INTERMEDIATE SECTION (WITH OR WITHOUT DECORATIVE INSRTS GLAZING SHALL BE 1/4' MAKROLON-AR POLYCARBONATE OR EQUAL LAZING SHALL HAVE A MAXIMUM HEIGHT Of 15.21' AND A MAXIMUM LENGTH OF BMW. GLAZING IS IMPACT RESISTANT AND DOES MEET THE REQUIREMENTS FOR WIND-BORNE DEBRIS REGIONS SEE DETAIL E ON SHEET 2 FOR ASSEMBLY OETALS. GLAZED SECTION REQUIRES REINFORCEMENT BRACKETS ATTACHED TO U-BAR ON UPPER INTEGRAL RB (SEE OETA0. G IS GA STIFFENEDA SHEET 21 18 GA 4--STRUT SCREWED TO LOWER INTEGRAL MO JAM BRACKETS SEE FORSECTIONANDOPERATORSTILETOBEFACTORYINSTALLIED. WAHITY LOCATION, INSTALLER SHALL FIELD INSTALL (1) 1/4-14v7/6' SEI.F AND TYPEDRILLINGCRIMPTITESCREWTOATTACHTHEJ-STRUT TO THE INTEGRAL RIB AND OPERATOR STILE AT THE CENTERUNE OF THE DOOR PER DETAIL F ON SHEET 2. KEY HOCK OR SLIDE LOCK 4. VINYL OR W DOO DOOR STOP NAILED A MAXIMUM OF 6' O.C. BOTH ENDS (NOT MUST OVERLAP TOP AND BOTH ENDS OF PANELS MINIMUM REQUIRED WITH OPERATOR 7/16' TO MEET NEGATIVE PRESSURES SEE NOTE 5). SLIDE LOCK SHOWN FOR 5. KEY LOCK, SLIDE LOCKS, OR OPERATOR REQUIRED. CLARITY 6. SECTION SHALL BE CONSTRUCTED WAIN FOAMED IN PLACE E141EL (4) SECTION SOLID DOOR SHOWN SEE SKEETPOLYURETHANEFOAMINSULATIONCHEMICALLYBONDEDTO30 CA MINIMUM FACER STEEL AND A POLYLAMINATE BACKER 2 FOR U-BAR LOCATIONS END CAP TO HAVE A MINIMUM 1.1' DEPTH. ON DOORS WITH OTHER SECTION QUANTITIES AND 7. THE DESIGN OF THE SUPPORTING STRUCTURAL ELEMENTS SEE NOTES 1, Z, AND 3 SHALL BE THE FMSPONSBIUTY OF THE PROFESSIONAL OF ON THIS SHEET FOR RECORD FOR THE BUILDING OR STRUCTURE AND IN GLAZING OPTIONS ACCORDANCE WITH CURRENT BUILDING CODES FOR IHE LOADS LISTED ON THIS DRAWING S DOOR JAMB TO BE MINIMUM 2.6 STRUCTURAL GRADE LUMBER. REFER TO JAMB CONNECTION SUPPLEMENT FOR ATTACHMENT TO SUPPORTING STRUCTURE. 9. LOUVER OPTION - .040' MINIMUM LOUVERS IN MOLDED FRAMES SCREWED TOGETHER WITH A MINIMUM OF (8) 080- SCREWS INSTALLED IN THE BOTTOM SECTION. LOUVERS ARE NOT IMPACT RESISTANT AND DO NOT MEET THE REQUIREMENTS FOR WINO -BORNE DEBRIS REGIONS. LOUVERED SECTION REQUIRES OPERATOR STILE TO BE FACTORY INSTALLED AT THE IENTERLNE OF THE DOOR. JOHN E SCATES PE 3121 FMROATE OR. CARRQLTON. TX 75(07 FL PE 31737 T% PC 56momZ03 PROES9QIAL CHOMMI'S SEAL PROVIDEO ONLY FOR VERFICAOON OF WIALOAD CCHSIRUCTION OETAILS SEE U-BAR NOTE ON SHEET 2 FOR U-BAR INSTALLATION GA END CAP REVISIONS P4 CHANGES TO GENERAL FORMAT AND CHANGEDDU-BAR FASTENER TYPE AT END CAPS AND 18 CA OPERATOR STILE FACTORY ADHERED TO CENTER OF TOP So I NOTE-- (5) CENTER HINGES PER JOINT REQUIRED ON DOOR WIDTHS GREATER THAN 12'-0-. (3) CENTER HINGES PER JOINT REWIRED ON DOOR WIDTHS LESS THAN OR EQUAL TO 12'-0'. JAMB BRACKET SMEDULE HEIGHT NO. OF SECTIONS Na OF JAMB a" ACKETS EACH JAMB) TRACK TYPE LOCAUgN OF CENTERUNE OF JAMB BRACKETS MEASURED FROM BOTTOM OF TRACK ALL DIMENSIONS t 2') r-0 4 6 a JB . 13(01). 25-1 JB , 74 JB . 45-1 4 a . 03 JB r-0' 4 6 FAT JB , 10 JEI, 21-3 4 JB , Z9-] 4 JB 42 JB , IS I 4 JB IP-O' 5 e p JB , 13 01 . 2J' JB , 34' JB . 47-1 4' 01), 58' JEI, 67' q 7S JB 8'-0' 5 8 FAT B , 10 JB , 21-3 4' JB , 29-3 4 JB , 48 JB , 57-1 4 JB , 88' JB , 15-1 JB 8 -0 IGH LIFT OOF PITCH SEE NOTE BELOW Nutt: JO) FOLLOWING DIMENSION DENOTES SLOTTED JAMB BRACKET ATTACHED TO TRACK WITH 1/4-20.9/16' TRACK BOLT AND NUT. O) FOLLOWING DIMENSION DENOTES QUICK INSTALL JAMB BRACKET INSTALLED IN BUTTERFLY SLOT. NO ADDITIONAL HARDWARE NEEDED ATTACK 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 16'-0' ALL 207.2 -230.4 14'-0' ALL I81.3-201.8 12'-0' ALL. 155.4 -172.8 AO'-O' ALL 129.5 -144.0 ways® palton DIVISION OF OVERHEAD DOOR 0 W95 ADDISON DRIVE PENSACOLA. FLORIDA 32514 OPTION. STRUT ATION METHOD LORED PAINT TO SUPPORTING UCTURE AND RIFIED NUMBER OF TENERS AND CENTER ES REOUIREO FOR ROWER DOOR WIDTHS. 5/10/06 FlED NOTE 8 TO E THAT LOUVERS NOT IMPACT 5TANT. 6/6/07 CKET SCHEDULE FOR OPTION. ADDED LHR CK DETAIL SHEET 2. 4/17/08 ADDED IMPACT ISTANT GLAZING. LED TEXAS LICENSE IBER TO TITLE BLOCK. INGEO LOUVER NOTE REASEO MAX HEIGHT 8'-9'. ADDED HIGH AND ROOF PITCH CK NOTE. 7/22/08 UPDATED TITLE BLOCK 8/26/10 ADDED LONG PANEL LNG OPTION 3/15/11 STATIC PRESSURE RATINGS APPROVED SIZES SCALE: N.T.S. SIZE. A SIGN (PSF): +25.90/-28.80 MAX WIDTH: 16'-0' 1 1 DATE NAME SST (PSF): +38.85/-43.20 MAX HEIGHT: 8'-9' IDRAWN 1 3/8/06 GRT PACT/CYCLIC RATED (YES/NO)- YES MAX SECTION HEIGHT:.21' CHECKED 4/6/06 MRB MODELS 5120/6100/9100 SHEET 1 OF 2 DRAWING PART NO. I REV. WINDLOAD SPECIFICATION OPTION CODE 0230 318960 P10 13 GA ADJUSTABLE TOP PLACE U-BAR OVER INTEGRAL RIB 13 GA ADJUSTABLE FIXTURE ATTACHED TO WITH THE (8) PRE -PUNCHED TOP FIXTURE PRE -PUNCHED HOLES HOLES EACH END FACING UPWARD IN BOTTOM OF U-BAR AND ATTACH THRU 00/ CAP AT WITH CIMPTITEI 4-1W4 x5/s' EACH DRILLING CRII P11TE SCREW$ FOR STANDARD TRACK AND (3) 0 1/4-140/8' SELF DRILLING CRIMPTITE SCREWS FOR LOW HEADROOM TRACK (2 OF WHICH °. ARE USED TO ATTACHED THE TOP BRACKET AS SHOWN). 13 CA ROLLER SLIDE ATTACHED TO PRE -PUNCHED HOLES IN TOP OF U-BAR PLACE U-BAR OVER INTEGRAL RIB WITH WITH (2) 1/4-14X5/8' CRIMPTITETHE 8) PRE -PUNCHED HOLES EACH ENO USE HEWING HOLE IN SUOE TOENSUREFACING UPWARD AND ATTACH THRU END PROPER ALIGNMENT OF ROLLERCAP AT EACH END WITH (2) 1/4-14x7/8' SELF DRILLING CRIMPTITE SCREWS 15 GA HINGE ATTACHEDEXCEPTION: U-BAR PLACED OVER TOP WITH (4) 1/4-14x5/s'NO ON THE BOTTOM SECTION SHALL ONLY CRIMPTITE SCREWS (2 OFBE ATTACHED THRU ENO CAP ATEACH WHICH ARE FACTORYEND WITH (1) 1/4-14x7/9' SELF DRIWNG ATTAC ED) C IMPTITE SCREW LOCATED ON THE BOTTOM FLANGE OF THE U-13AR NOTE- WE TO CLEARANCES REOUIRED TO 2' NYLON STORMGAROINSTALL SCREWS AT THE ENDS OF THE ROLLER WITH U-BARS, ALL U-BARS SHALL BE 4- 1/2' STEM INSTALLED ON SECTIONS PRIOR TO DETAIL B INSTALLING ROLLER SUM AND TOP FIXTURE ON THE U-BARS. SE ATTACHMENT NOTES ON THIS SHEET. IS GA HINGE ATTACHED PLACE U-BAR OVER WITH ( 6) I/4-20x5/B' INTEGR( A)LRIB AND A/gTT'ACH CRIMPTITE SCREWS (2 OF WITH CIMPTITE1/ THRU WHICH ARE FACTORY PRE -PUNCHED HOLES AT ATTACHED • 3 OF WHICH EACH INTERMEDIATE HINGE ARE FIELD INSTALLED INTO LOCATION (1 THRU FLANGE TOP LEAF, AND I OF OF U-BAR AND BOTTOM WHICH IS FIELD INSTALLED HINGE LEAF AND 1 TIM TIRRU PRE -PUNCHED HOLE .• WEB OF U-BAR AND IN U-BAR DETAIL C INTEGRAL RIB OF SECTION) 12 GA BOTTOM BRACKET FACTORY ATTACHED WITH 3) 1/4-14x5 8' CRIMPTITE SCREWS c CC U-BAR OVER INTEGRAL FOB WITH NOTCH DOWN TO CLEAR BOTTOM BRACKET AND ATTACH THRU ENO CAP AT EACH 040 WITH (1) 1/4-140/8' SELF ORIWNG CRIMPTITE SCREW AS FOR IMPACT RESISTANCE. SHOWN AND USE (1) 1/4-140/8' SELF BOTTOM BRACKET MUST BE DRILLING CRIMPTITE SCREW ACROSS THE SCREWED TO THE BOTTOM .• BOTTOM OF THE BOTTOM U-BAR AT U- BAR WITH EACH PRE -PUNCHED HOLE AT EVERY i2) 1/4-140/8' SELF DETAIL 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/Y O.C, MAX 1/ 8' BEAD GE USMO AC I l SSG4000AC I STRUCTURALSEALANT OR EQUIVALENT FACER STIEL \ JGHN E. SCATES PE NON-STRUCTURAL 3121 FAIROAIE OR. DECORATIVE INNER CARROLLTON. TX 75007 WINDOW TRIM— R PE 31737 TX PE 3UW,'f2ZW PROFESSIONAL FNLTNEDYS SEAL PROVIDED ONL Y LYFOR VERFIGTION OFNINOLOAD CONSTRUCTION DETAILS DETAIL E USED ONLY ON IMPACT ' GLAZED SECTION - 11 GA REINFORCEMENT BRACKET ATTACHED WITH ( 4) 1/4-14x7/6' SELF OPoWNG p ; CRIMPTITE SCREWS (2 8 THROUGH BOTH BRACKET AND U-BAR) Of SELF DRILLING CRIMPTITE t LINE OF DOOR THRU 2 SHEET 1— ATTACH BOTTOM BRACKET TO BOTTOM U-BAR WITH (2) ( 1/ 4-14x7/6' SELF DRILLING CRBJPTITE SCREWS— IMPACT BOTTOM BRACKET 5) SECTION DOORS WITH ( 6) 3% 18 GA. s0 KSI U-BARS LOCATED OVER INTEGRAL RIDS AS 4) SECTION DOORS MATH ( 5) 3% 18 GA. 60 KSI U-BARS LOCATED OVER INTEGRAL HISS AS SHOWN ___ DETAIL F UB A A MTNOTES1. ALL U-BARS SHALL BE PLACED OVER INTEGRAL RIBS AND ATTACHED THRU PRE -PUNCHED HOLES WITH (2) 1/4-14x5/8' CRIMPTITE SCREWS AT EACH INTERMEDIATE HENCE LOCATION, (2) 1/ 4-140/8' SELF DRILLING CRIMPTTTE SCREWS AT EACH ENO CAP ( EXCEPT BOTH U-BARS ON BOTTOM SECTION - SEE DETAIL B AND 0 THIS SHEM (2) 1 4-14xS/8' CRIMPTITE SCREWS APPROXIMATELY MIDWAY B ENO OF DOOR AND INTERMEDIATE HINGE LOCATION, AND (1) 1/4-144/8' CRIMPTITE SCREW APPROXMATELY s' FROM EACH ENO. FOR DOOR WIDTHS GREATER THAN 12'-0'. THERE SHALL BE A TOTAL OF (20) SCREWS ATTACHING 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 T 12'- O% THERE SHALL BE A TOTAL OF (16) SCREWS ATTACHING EACH U-BAR EXCEPT BOTH U-BARS ON BOTTOM SECTION NON- STRUCTURAL DECORATIVE SHALL HAVE A TOTAL OF (14) SCREWS EACH. OUTER WINDOW TRIM 2. WITH THE EXCEPTION OF THE (8) PRE -PUNCHED HOLES IN 1/ 4' POLYCARBONATE THE TOP OF EACH END USED FOR ATTACHMENT OF THE ROLLER SLIDES AND THE 6) PRE -PUNCHED HOLES IN THE BOTTOM OF EACH ENO USED OR THE ATTACHMENT OF THE TOP FIXTURE AND UNLESS NOTED OTHERWISE ON INS SPECIFICATION ORAWINO, ALL PRE -PUNCHED HOLES IN ALL U-BARS SHALL BE ATTACHED TO THE DOOR WITH 1/4-144/W CRIMPTITE SCREWS. 3. 18 CA U-BARS SHALL BE STAMPED '48' APPROXIMATELY s' FROM EACH END. STATIC PRESSURE RATINGS APPROVED SIZES Sc DESIGN ( PSF): +25.90/-28.80 MAX WIDTH: 16'-0' TEST ( PSF): +38.85/-43.20 MAX HEIGHT: 8'-9' DR D lion IMPACT/CYCLIC RATED (YES/NO): YES MAX SECTION HEIGHT: 21' CH MODELS 5120/6100/9100 DIVISION OF OVERHEAD DOOR PENS 9COLA. FLORIDALDRI32514 COR WINOLOAD SPECIFICATION OPTION CODE 0230 REVISIONS CHANGES TO GENERAL MAT AND CHANGED IAR FASTENER TYPE END CAPS AND TOM RETAINER INGEO CENTER HINGE ICE AND ADDEO VER OPTION. INGO STRUT 4TIFICATION METHOD M COLORED PAINT TO MPEO NUMBER. 3/8/ 06 ADDED SUPERIMPOSED IGN PRESSURE LOADS CLARIFIED NUMBER OF FASTENERS AND CENTER HINGES RECURRED FOR NARROWER DOOR WIDTHS. MRB 5/ 10/06 P6 ADDEO IMPACT RESISTANCE TO DOOR. ADDED MODEL 6100. MODIFIED NOTE 8 TO STATE THA7 LOUVERS ARE NOT IMPACT RESISTANT. CRT 6/ 6/07 P7 MODIFIED JAMB BRACKET SCHEDULE FOR FAT OPTION ADDED LHR TRACK DETAIL SHEET 2 CRT 4/ 17/08 PIS ADDED IMPACT RESISTANT GLAZING. ADDED TEXAS LICENSE NUMBER TO TITLE BLOCK. CHANGED LOUVER NOTE INCREASED MAX HEIGHT TO W- 9'. ADDED HIGH LIFT AND ROOF PITCH TRACK NOTE. CRT 7/ 22/08 P9 UPDATED TITLE BLOCK CRT 8/ 26/10 P10 ADDED LONG PANEL N.T. S. I 1 3/8/06 GRT EO 4/ 6/06 MIRE) SHEET 2 OF 2 DRAWING PART NO. I REV. 318960 P10 0 0 PLICE PLATE LOCATION SEE SCHEDULE 14" MAX i 12" MAX 12" MAX i 12" u MAX 12" MAX 12" MAX CLIPS TO BE EITHER RIVETED, BOLTED, OR WELDED. SEE DETAILS THIS PAGE. JOHN C SCATES. PE 3121 FAIRGATE OR. CARROLLTON. TX 75007 FL PE 51737 TX PE 50.106/F22O3 PROFESSIONAL ENCWM*S SEAL PRONDED ONLY FOR YURFICADON OF YIINDLOAD CONSTRUCTION OETML& CLIP DETAIL CLIP LOCATIONS SEE SCHEDULE TRACK 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 RI VI TS 11 GA MIN CLIP SEE SCHEDULE- C1 13 GA MIN CONTINUOUS WALL ANGLE TRACK 3) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CLIP BOLTING DETAIL TRACK 1) 1/4"-20 TRACK OR CARRIAGE BOLT WITH 1/4"-20 NUT TYPICAL CUP 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 0" 46.0 PSF/-52.0 PSF 18'-0" 46.0 PSF/-52.0 PSF 16- 85Iton 3395 ADDISON DRIVE TRACK SUPPLEMENT CHART Pam' ( 850) A47FLRIDA4o989032514 REVISIONS INCH K-CUPS-TEXAS ANGLE 12 FOOT 1TED 6/11/03 IPDATED FORMAT. EASED ALLOWABLE MURES TO 00/-52 00 PSF FOR DOOR WIDTHS. AGED 'TEXAS WALL E' TO *CONTINUOUS ANGLE'. ADDED iTRATE MOUNTING 6L, CHANGED TO 1 HD ANCHORS 4/2/07 TRACK CUP IEDVLE. 8/21/07 UPDATED MODELS IED IN CHARTS IATED SPLICE do CUP IEDULES 9/06/07 UPDATE MOUNRNGS 'AIL DRAWING IQ/05/07 UPDATED CHARTS TO AINATE THE USE OF 08 CUP (REPLACED 1/9 ACROSS THE 11RD). 10/24/07 7LPANDED 1-1/2' TO IV DOOR THICKNESS 17 UP TO 14' HIGH. 12/11/08 UPDATED TITLE x 6/2/10 DATE DRAWN SHEET 1 OF 2 DRAWING PART NO. I REV 307494 P10 2 3/4" f 1 " EDGE DIST 5/16" x 1-5/8" LAG SCREW OR EQUIVALENT INTO MIN 2 x 6 NO2 MIN 3/16" THICK STEEL FOR MOUN WALL ANGLE E60XX MIN 1 8 2-24 1/8 V 2-24 SPF (G=0.42) OR _ALTRACKCLIP ----- BETTER AT EACH 1/4-20x9/16" HOLE OR PAIR OF TRACK BOLT AND HOLE LOCATIONS 1/4-20 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 o WITH MIN. (1) 1/4-2Ox7/8" SELF DRILLING SCREW WITH 1" O.D. WASHER AT EACH HOLE OR PAIR OF HOLE LOCATIONS IN LIEU OF WELDINI a e a e' ea. CONCRETE MOUNTING DETAIL JONN E. SCAMS. PE 3121 FURCATE DR. CARROLLTON. TX 75W7 FL PE 51737 TX PE 54408/1`2203 PROFESSIONAL DICIEF7YS SEAL PRDMDCO ONLY FOR VEROICATION OF VANDLOAD 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 /4-20x9/16" TRACK BOLT AND 1/4-20 HEX NUT TRACK CLIP CLIP AND SPUCE PLATE -SCHEDULE MODELS 8024 8124 WITH DECATRIM OVERLAY (2-1/2' THICK DOORHEIGH CLIP #'S FROM BOTTOM TO TOP SPLICEPLATE # 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 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 8 224 8500 2 THICK DOORHEIGH CLIP #'S FROM BOTTOM TO TOP Pu4 # 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'-0" 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" 1 5, 6, 6, 7, 7, 9, 9, 9, 11. 11. 11. 13, 13 1 18 MODELS 6100 8300 8700 (1-3/8" TO 1-5/8" THICK D OR 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'-0" 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 DOORHEIGH CLIP #'S FROM BOTTOM TO TOP SPLICEA # 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 1776tj REVISIONS INCH K-CUPS-TEXAS ANGLE 12 FOOT 1TEO 8/11/03 IPDATED FORMAT. EASED ALLOWABLE MURES TO 00/-52.00 PSF FOR ODOR WIDTHS. ICED 'TEXAS WALL E' TO 'CONTINUDUS ANGLE'. ADDED TRATE MOUNTING JL. CHANGED TO I HD ANCHORS 4/2/07 MANGER FORMAT TRACK CUP IEDULE. 8/21/07 UPDATED MODELS iED IN CHARTS. IATED SPLICE k CUP IEOULES 9/05/07 UPDATE MOUNTING AIL DRAWINGS T O/05/07 UPDATED CHARTS TO IINATE THE USE OF i 0 09 CUAC.ROSSSPTE UPDATED STEEL INTWO DETAIL 1 04/11/08 EXPANDED 1-1/2' TO B' DOOR THICKNESS AT UP TO 14' HIGH. 12/11/08 ADDED MODEL 8700. IATED TITLE BLOCK 8/2/10 Wayne® DATE NAME Danon DRAWN 8/21/07 GIRT CHECKED 8/21/07 MRB SHEET 2 OF 2 3395 ADDISON DRIVE DRAWING PART NO. 307494 REV. P1 oTRACKSUPPLEMENTCHARTPam' 850)A474 o989D 32514 Florida Building Code Online Page 1 of 2 Regulation E ra Fbp& cipm"Mmad BCIS Nome I log In i User Registration I Hot Topic I Subnat Surcharge I Slats a Facts ( Publications I FBC Stall I SOS Site Map I links I Search i Businesl Professioonal Product Regulation FRI=Pfpeutt Apormal Menu > Application list > Application Detail FL # FL1971S Application Type New Code Version 2014 Application Status Applied For Comments Archived Product Manufacturer Silverline Building Products Corp. Address/Phone/Emall One Silverline Drive North Brunswick, NJ 08902 800) 234-4228 Ext4644 Jonberrian®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/i.S.2/A440 AAMA/WDMA/CSA 101/i.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.orglpr/pr app_dtl.aspx?parani=wGEVXQwtDgtvA%2bxmzkl... 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 FL19715 RO C CAC 2-4-16 CCL-_Ist.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 II SWD002 SS 2016.02-03.odf Evaluation Report, PER3947, for design pressures and Verified By: Hermes F. Norero, P.E. Florida P.E. 73778 Installation requirements. Created by Independent Third Party: Yes Evaluation Reports EL19715 RO AE PER3947 SS 2016-02-12.odf Created by Independent Third Party: Yes Back Nowt Contact us :: 1910 Nerth Monroe Street. Tallahassee FL 32M Phone: SSO-4117-1824 The gate of Florida Is an AA/M employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Aaasbllity Statement n Refund Statement Under Florida taw, email addresses are public records. If you do not want your e-mall address released In response to a publlo•reaords request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any question, please contact 850.487.1395. -Pursuant to Section 4S5.275(1), Florida Statutes, effective October 1, 2012, Realism licensed under Chapter 4S5, F.S. must provide the Oepa:b 0. with an ema8 address If they have one. The emaits provided may be used for official communication with the Omsee. Nowover 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 Ikenseo under C haPtar 4SS, F.S., please dkk h2M. Product Approval Accepts: pa M Cie ttLard 1-= ,SAFE hq://www.floridabuilding.orglprlpr app_dtl.aspx?param=wGEVXQwd)gtvA%2bxrnzkl... 2/19/2016 ENSTALLATION NOTES: L ONE (L) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED 6 THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3. INSTALL INDMDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 11/2 INCH THE DEPICTED LOCATION & SPACING IN THE ANCHOR LAYOUT DETAILS I.E. Wm10UT CONSIOCRATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4 SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(SL MAXIMUM ALLOWABLE SHIM STACK TO BE 3/8 INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIMS) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR SERER. S. RN INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE dB WOOD SCREWS OR I.I. GAUGE ROOFING NAILS OR IOd COMMON NAILS OF SUFROENT LENGTH TO ACHIEVE 1-1/2 IN04 MINIMUM EMB MENT INTO WOW SUBSTRATE INSTALLATION SMALL MAINTAIN MIN. 31V EDGE DISTANCE. RN INSTALLATION: FOR INSTALLATION INTO METAL STUD USE AS SEIFTAPPING SdIEV/S, OF SUFFICIENT LLNGTH TO ACHIEVE A MINIMUM OF 3 S3EN f TON 6EYON0 METAL WALL INSTALLATION SHALL MAINTAIN MIN. 3Ar EDGE OISTANCE 7. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO WOOD FRAMING USE 210 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/2 IN04 MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. SILVER LINE BUILDING PRODUCTS SERIES 290014900 EXTRUDED VINYL SINGLE HUNG WINDOW NON -IMPACT) GENERAL NOTES: L THE PRODUCT SHOWN HEREIN 5 OESIGNED AND MANUFACTURED TO COMPLY WITH THE STH EDITION 2M4) FLORIDA BUILDING CODE (FBCL Em UOING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMAICSA 10I.ASZ/A440 4al 2. ADEQUACY OF THE EXISTING STRUCTURAL COMCKWMASONRY, ZX FRAMING, AND METAL FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNOATION IS THE RESPONSIBILrIY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROIECrOF INSTALLATION. 3. IX AND ZX SLICKS (WHEN USED) SHALL BE DESIGNED AND THROUGH FRAME INSTALLATION: FOR INSTALLATION THROUGH IX BUCK TO ANCHORED ASSPECIFIEO HEREIN. REFER TO SHEET 6 FOR CONCRETE/MASONRY, OR DIRECTLY INTO OONCAETE/MASONRY, USE 3/16INCH FURTHER DETAILS OF BUCK INSTALLATION. DIAMETER ITV TAPOONS OF SUFFICIENT LENGTH TO ACHIEVE 1.1/4 WCH MINIMUM EMBEDMENT. INSTALLATION SHALL MAINTAIN MIN.13/4'EDGE 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE DISTANCE. GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION 9. THROUGH FRAME INSTALLATION: FOR INSTALLATION INTO METAL STUD USE TOOEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, RIG SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE A MINRNUM A UCENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE Oi N ON BEYOND METAL WALL SPECIFIC OONMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. IN HVHZ AREAS, ONE TIME PRODUCT 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, APPROVAL TO BE OBTAINED FROM FAWNFOADE RER OR INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER. AND SIDING. AM' 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON CORROSION RESISTANT MATERIAL OR FIVE A CORROSION RESISTANT THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. COATING. WINDOW FRAME MATERIAL PVC 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCI(v DO NOT INSTALL 7, IN ACCORDANCE E WITH THE STH EDITION FBC, W000WITALLINSTALLATIONANCHORSINTOMORTARJOINTS. EDGE DISTANCE S MEASURED COMPONENTS HAVE BEEN PRESERVATIVE TREATEDFROMFREEEDGEOFBLOCKOREDGEOFMORTARJOININTOFACESHELLOFORORSHALLBEOFADURABLESPECIESASDEFINEDINBLOCK. 23. 13. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND ANCHORS SHALL Nor BE USED W SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED 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 OFOS5. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 30100 PSI. C. GROUT -FILLED CMU- 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 2000 PSL 0. HOLLOW BLOCK C AU - UNIT STRENGTH CONFORMS TO ASrM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 20M PSI. E. STEEL- MINIMUM YIELD STRENGTH OF 33 KSL MINIMUM WALL THICKNESS OF 47.3 MIL M,04711' or to GAUGE). MIN. 1/2' EDGE DISTANCE. F. ALUMINUM- MINIMUM ALLOY 6063-TS. MINIMUM WALL THICKNESS OF 1/16•. MIN. L/2- EDGE DISTANCE GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 6 FOR GLAZING DETAILS. TABLE OF CONTENTS SHEET REVL910N SHEET DESCREFTEON 1 MTALATION 6 GENERAL NOTES 2 ELEVATION 3 ANCHOR LAYOUTS 4 VERTICAL 6 HORIZONTAL SECTIONS (NAIL FIN) 5 VERTICAL 6 HORIZONTAL SECTIONS (THROUGH FRAALE) 6 HORMONTAL SECTIONS, BUCK INSTALLATION, 6 6LAZIN6 DETAD. MAX OVERALL SIZE DESIGN PRESSURE ME95LLF LRPACT RATINGWIDTHHEr6HT 3W 64' O/X 35 / -35 PSF NON TWACT 36• 66• O/X 50 / .50 PSF NON EMPACT 36• 74' O/X 50 / -50 PSF NON IMPACT 3B• 7T I O/X 35 / -35 PSF NON IMPACT 44' 62• O/X 50 / .50 PSF NON IMPACT 45' 72- O/X 35 / -35 P3F NON IMPACT 46' B4• O/X 20 / -20 PSF NON EMPACT 52' 7r O/X 25 / .25 PSF NOPJ tMPACr 36• 63.7Y O/X (ORIEL) 35 / -35 PSF NON EMPACT 0' 96- O/X (ORIEL) 20 / .20 PSF NON IMPACT 72' 62' O/X-O/X 35 / .35 PSF NON IMPACT 77 Be O/X-O/X 35 / .35 PSF NON XJAPACT 76' 62' O/X-O/X 50 / .50 PSF NON IAAPACT 76' 72• O/X-O/X 50 -50 PSF NON LWACT 76• 77 O/X-O/X Z5 / -25 PSF NON EJAPACT 60' 74• O/X-O/X 35 / .35 PSF NON IMPACT 96• 1 74' O/X-O/X 30 / -30 PSF NON 0P ACT 106' 62' O/X-O/X-O/X 50 / -50 PSF NON IMPACT TOM 72• O/XO/X.= 50 / -10 PSF NON IMPACT LOB• IJ4• O/X-O/X-O/X 25 / -25 PSF NON EMPACT 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' SilverUne brAndersen rlAoors.00e4s er4: xiAee.vc trtvE room taessMrtc[ Nraooe Ne m a]&= N Z - Y < FZ VG #: SWD002 EET: 1 OF 6 WIDFRAME MAX FRAME Si Ar Il E wIOTH 4a• 4 4 0 E 4 9 v uevt.eeee° oNF fA'&LDE liR°E Neen eioawr w aean ersm r1a 173T1 asaoD F pc ffly C 'O' C qpp 3 7fi Ex .. 4 4 p$ Uf S oZ N Qv1 „m y2. MAX FRAME MAX FRAME w z Z ° HEIGHT 96' HEIGHT 96' w W QUALIFIED CONFIGURATIONS " Lu W o ARCH TOP CONFIGURATIONS FOR ALL INN- l oC /m W < RATINGS. SINGLE UNIT CONFIGURATIONS m 6 m ELEVATION ELEVATION ZSINGLEHUNGWINDOW SINGLE HUNG ORIEL WINDOW O H o MAX FRAME MAX FRAME cc wIOTH 96' WIDTH LoE• W w R E 9 E a QUALIFIED CONFIGURATIONS 3 ARCH TOP CONFIGURATIONS FOR ALL 2902-4902 RATINGS, TWIN UNITCONFIGURATIONS f F O pc Z MAX FRAME 6.: HEIGHT 74• MAX FRAME ~ v A 0 <N Z Y 0z249Gga ELEVATION 40 ELEVATION Dwr TWIN SINGLE HUNG WINDOW TRIPLE SINGLE HUNG WINDOW C, / D00 2 5 1.: Y2 OF 6 2' MAX FROM CORNERS 11' MA)t Or. I a 11" MAX O.C. 21 MAXFROM _1 41/2' MAX CORNERS r O.C. 41/2' O.C. 2' MAX. FROM CORNERS T_HM44-x6rWCMATV3*P3F 2'MAX. SHALL It AW4ME3 NAIL 6- FROM ATYXAb•+A4WAMSML CORNERS ANCHOR LAYOUT NAIL RN -SINGLE HUNG WINDOW 6' MAX. FROM 20' MAX CORNERS O.C. 6' MAX. FROM CORNERS 2O. O.C. L 6' MAX FROM CORNERS ANCHOR LAYOUT THROUGH FRAME . SINGLE HUNG WINDOW 161) 6' FROM CORNERS i 41/2' MAX O.C. ANCHOR LAYOUT NAILFIN-TWIN SINGLE HUNG WINDOW I'MAXFROM CORNERS I I O.C. 6' MA O.0 41/2' MAX O.C. ANCHOR LAYOUT NAILFIN-TWIN SINGLE HUNG WINDOW I'MAXFROM CORNERS I I O.C. 6' MA O.0 NINE] I mmm_ I MAX 6' MAX. FROM O.C. CORNERS ANCHOR LAYOUT NAIL FIN • TRIPLE SINGLE HUNG WINDOW 6' MAX. FROM 12 3 MAX CORNERS O.C.O. 16 V 12• MAX O.C. Nil ANCHOR STRAP SHEET 2 6FROM `ANC}{OR STRAPP/N CORNERS P/N 50.2995-2SEESHEET5FORL>ETAIIS SEE SHEET 5 FOR DETAILS ANCHOR LAYOUT ANCHOR LAYOUT THROUGH FRAME -TWIN SINGLE HUNG WINDOW THROUGH FRAME - TRIPLE SINGLE HUNG WINDOW SilverLine byAnder" wesv.oseu C'E mNTLDF O lYE NmTN HMLSMRfi woam RCLTiS1USIa00 L m Aj34mT 0 01 z L > c«: W m J ¢¢ n` W m y pm 6cc T] a Lu FT N m Vf my Jy O n N6, SWD002 1EET: 3 OF 6 CONCRETE/ MASONRY BY OTHERS CAULK BETWEEN CONCRETE/ MASONRY a 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS SEE SHEET 6 FOR CONNECTION DETAILS ifs W000 SCREW INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS PERIMETER O SEALANT A uP L BY OTHERS HEIGHT EXTERIOR I O.A. UNIT HEIGHT SEE GLAZING DETAIL, SHEET 6 1 1/2" MIN. EMBEDMENT d" . 6 INTERIOR 1 VERTICAL SECTION J HEAD - ZX WOOD BUCK NAIL FIN SEE GLAZ3N6 DETAIL. SHEET 6 EXTERIOR INTERIOR 3/8" MIN. EDGE DIST. 1MAX 1/ 4• MAX. SHIM SPACE SHIM SPACE SASH REINFOPZV46 SEE SHEET 6 FOR REQUIREMENTS SEE GL AZIRJGDETAIL SHEET6 INTERIOR PERIMETER SEALANT BY OTHERS 1/4" MAX EXTERIORFIN15H SHIM SPACE BY OTHERS 8 WOOD SCREW INSTALLATION ANCHOR—.3/8• MIN. EDGE DIST. 2X WO00 BULK BY OTHERS SEE SHEET 6 FO CONNECTION DETAIL p• • ''•' d •'. a CAULK BETWEEN CONCRETE/ MASONRY CONCRETE/ MASONRY 6 2X 11/2" MO L BY OTHERS WOOD BUCK BY OTHERS EMBEDMENT q VERTICAL SECTION 4 SILL - zx WOOD suac NAIL FIN MIN. 3/8• EDGE DISTANCE 4 MIN. 3 THREADS PENETRATION BEYOND METAL STRUCTURE 1* 8 GA. 5 SELF -TAPPING SCREW INSTALLATION ANCHOR METAL STUD BY OTHERS. SEE SHEET 1 INSTALLATION NOTE 14 EXTERIOR FINISH BY OTHERS EXTERIOR . PERIMETER SEALANT BY OTHERS O. A. UNIT WIDTH HORIZONTAL SECTION 4 IAMB - METAL STUD NAIL FIN SilverUne gAnderw neeeers, eeoea OM SXVERAQ CANE an Kwuwcocwarm C CDv WZa i Zm m J to Haie0 uj a a 0kn Z Oo H W Y o W ! 2 ),; ,,. T (D F' m V) CAN Jh N X V Z CI8 v I%n 0Owe #: 5WD002 SHEET. 4 OF 6 10 WOOD SCREW 3/4' MIN SilverUeINSTALLATIONANCHOR EDGE DISTANCE 'i 2X WOOD 8VCK/STUD BY OTHERS R bP/it1dE.1CONCRETE/ MASONRY • • , . EE SHEET 6 FOR 1/4' MAK sen BY OTHERS ' . :. CONNECTION DETAILS SHIM SPACE MIN. 3 THREADS CAULK BETWEEN °• ; •° • SASH REINFORCING PENETRATION BEYOND CONCRETE/MASONRY °` ' SEE SHEET 6 FOR REQUIREMENTS METAL STRUCTURE w eeews•eeeuBYOTHERSSEE6LA23NGMIR1/2" EDGE DISTANCE os avto aEeinE in, MIN. DETAIL SHEET 6 ronw wwaaw a EXTERIOR FINISH EMBEDMENT rw uyyboo BY OTHERS INTERIOR # 10 GR. to SELF-TAWING SCREW $ Z m PERIMETER SEALANT SHIM SPACE 1 4 MA%. INSTALLATION ANCHOR BY OTHERS 1 METAL TUBE/STUD OR APPROVED x MULLION BY OTHERS, a O.A. EXTERIOR / INTERIOR SEE SHEET 1 INSTALLATION vNi x w LZ, UNIT NOTE 14 X •e oa < HEIGHT = 777{{{ ~<j Wy) W V m t cSEE6LAa1J6PERIMETERSEALANTra5 < I DETAIL,SHEET6 EXTERIOR BY OTHERS w 9 i3 Z m 10W i O.A. aa e UNIT WIDTH VERTICAL SECTION HORIZONTAL SECTION IAMB -METAL TUBEISTUD OR APPROVED MUwON S HEAD - 2X WOOD BUCK THROUGH FRAME (n THROUGH FRAME 5) #14 PANCAKE HEAD OSEEGLAZINGSCREWSFROM5TRAPTO FRAME, HOLES PQ0VIt H DETAIL, SHEET 6 TO ACCOMODATE #14 DIA. 4.0000-4.0000 00 ,, 1 EXTERIOR INTERIOR 2.0000tz.00O0 > ANCHOR STRAP, AT TWIN 6 (J J TRIPLE CONFIG. ONLY. SEE o0,0620 PLAN VIEW -ANCHOR STRAP UNIT / ) (P/N 50-2995-2)DETAIL AT 4.0020 HEIGHT RIGHT FOR INSTALL REQ. 0.5000 2.3750 ) 17 PERIMETER SEALANT \ BYO SHIM SPADEIt 1; ZTHERSI- 0.7500(2) 3.0000(2) 6.O1>DO EXTERIOR FINISH . ' INSTALLATION ANCHORSPIV4" MIN. FROM ANCHOR STRAP TO Cr •' BY OTHERS e , • e i • EMBEDMENT PUN VIEW - ANCHOR STRAP (P/N 50-2995-2) OPENING. SEE REQUIREMENTS ANCHOR O A:-. PRECA5TS1Tl ; . r „ e t BY OTHERS , ' F d n ,• .' ..• • . ASO ANCHOR STRAP ANCHORING REOVIREMEFITS: . •••. 3/16' ITW TAPCON ° : ' • v. : • INSTALLATION ANCHOR ° i a A. PER STRAP MIN.1FORTA0- V4• EMBEDMENTCONCRETE/NMTAL 13/4• Y. USE 4 DISTANCE. IT E TAPCONS 1 3/4' MIN EDGE DISTANCE S. FOR INSTALLATION TO METAL STUD, USE (4) #10 SELF-OMIM45 SCREWS, m j GR 5, PER STRAP. MIN. 3 THREADS PENETRATION, MIN 3/4' EDGE DISTANCE. m 'A en C. FOR INSTALLATION TO WOOD, USE (4) #10 WOOD SCREWS PER STRAP. MIN. G VERTICAL SECTION 1-1/2• EMBEDMENT, MIN 1• EDGE DISTANCE. a 5 owG #: SRl-CONCREHFRAMERAfS .W() 002 THROUGH FRMEEGJ.. SHEET. 5 of 6 INTERIOR EXTERIOR INTERIOR SMALL' FRAME 'LARGE' FRAME REINFORCING EXTERIOR REINFORCING SEE BELOW FOR REINF. SEE BELOW FOR REINF. REQUIREMENTS REQVIREMENT5. VERTICAL SECTION j,- HORIZONTAL SECTION 6 MEETING STILE 6 INTERMEDIATE FRAME MULLION I- ALUMINUM SASH REINFORCI1,I6 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, (OM, DESIGN PRESSURE •/- 50 PSF 38 X 77, (O/X), DESIGN PRESSURE +/• 35 P5F 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, (O/X-O/X-O/X), DESIGN PRESSURE 4•50 PSF 108 X 72, (O/X-O/X-O/X), DESIGN PRESSURE 4-50 PSF 3 C - STEEL INTERMEDIATE FRAME 'LARGE' REINFORCING IS NOT REQUIRED FOR THE FOLLOW * SIZE/RATIN6S: 76 X 62, (O/X-O/X), DESIGN PRESSURE +/- 35 PSF 0-STEELINTERMEDIATEFRAME'SMALL'REINFORCING IS NOT REQUIRED FOR THE FOLLOWING SIZE/RATIWS: 76 X 62, (O/X-O/X), DESIGN PRESSURE +/- 35 PSF NOTE: ALL 6LAZIN6 CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN CURRENT FBC AND ASTM E 1300 GLASS LOAD RESISTANCE F5/ 8" O.A. I.G. GLA55 EXTERIOR i \\\ INTERIOR I 0 MIN.6LAss p BITE1/ 2" 1/8" sETINBLOCK mi ` GLAZING DETAIL 1 NOTE: 1. LOCATION OF BUCK OR WINDOW ANCHORS MAY BE ADJUSTED TO MAINTAIN V MIN. CENTER TO CENTER SPACING BETWEEN ANCHORS SUCH THAT MAX. O.C. SPACING SPECIFIED I5 NOT EXCEEDED. 2. BUCK MAY BE FLUSH WITH FACE OF THE BLOCK 1/4" 1TW TAPCON ANCHOR 4" FROM CORNERS 16" MAX O. C. THEREAFTER ZX WOOD BUCK OF SUFFICIENT DEPTH TO FULLY SUPPORT L WINDOW FRAME. BY OTHERS EMBEDMENT i• • : ' .` 11/ 2• MIN. EWE DISTANCE 2• MIN. EDGE DISTANCE CONCRETE/ MASONRY BY OTHERS BUCK INSTALLATION DETAIL Silverline byMdersm noevrt • osoea a ve wm ouve Na" am SwImm onm aa00e:)435-eIDo N N J w S ou SLL., Z Ntl toWCjLL2Zm< 10 cc1 v, = we10 d a V) Z OZ H LU w ac i J. 0 ...' j- N,%1 i-N mN YH <Z- o$ iZ DWG #: SW0002 SHEET: 6 of 6 WINDOW 8 DOORMMANUFACTURERS ASSOCIATION IOWDMAConformance 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. a°"'`°`s""``vN''°"" system., lac. 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.2/A440-11 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) 440-1-1-025.36 2900/4900170 Series 101/I.S.2/A440-08, 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 6/7/2013 12/19/2016 ASTM E-1886-05 Cycle Pressure = +/-50 psf 440-H-025.39 2900/4900 70 Series 101/I.S.2/A440-08 Class R-PG50; Size tested 1219mm 1676mm NCTL-110-15664-1 5122/2013 413/2017 1219x1676 mm (48x66 in)-H 440-H-025.40 2900/4900 70 Series 101/I.S.2/A440-08 Class R-PG50; Size tested 914mm 1930mm NCTL-110-15665-1 5124/2013 413/2017 9140930 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-110-15664-2 617/2013 12/20/2016 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 7/1/2013 5/1/2017 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 7/1/2013 5/1/2017 965x1676mm' (38x66in'}Type, H; Positive Design Pressure DP) = 2400Pa (50psf); Negative.Design Pressure DP) = 240OPa (50psQ; Water Penetration Resistance Test Pressure = 360Pa (7.52psf) WD-20 10114109 Friday, May 13, 2016 Page 7 WINDOW R DOORrMANUFACTURERSAMCIATION Hallmark® Certificate of 4 1 AMS, INC. IEWDMAConformance and License (CCL) Adminisueti, oo Ine. emenr Systdne,tne. 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 7/1/2013 5/1/2017 1118xl575mm' (44x62in')- Type H;, Positive Design Pressure (DP) = 2400Pa 50psQ; Negative Design Pressure (DP) = 2400Pa 50psQ; 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 5/1/2017 1016xl829mmm (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 7/1/2013 5/1/2017 1016x1829mmm (40x72in) - Type H; DP = 2400Pa (50psf); DP =-2400Pa (-50psQ 440•H-025.47 29001mpact ASTM E-1996 12/ASTM Class R-PG50: Size tested 1016mm 1829mm NCTL-110-16178-2 7/1/2013 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 9/24/2013 7/22/2017 1219x1829mm (48x72in}H; DP+30/-30; Water Pen. Rsist. Test Pressure = 360Pa 7.52psQ 440-H-025.50 2901/4901 101/1.SMA440-08 Class LC-PG50: Size Tested 965mm 1880mm• D7075.01-109-47 1/14/2014 2/24/2017 965mm x 1880mm • (38 x 74in') Type-H; DP +50/-50 psi; Water Test Press 360Pa 7.52psQ 440-H-025.52 2901/4901 Impact TAS 201/2021203-94 DP & Cycle Pressure +501-50 52in 73in NCTL-110-16675.1 3/5/2014 2/20/2018 psf 440-H-025.53 2901/4901 Impact TAS 201/2021203-94 DP & Cycle Pressure +501-50 38in 62in NCTL-110-16675-1 3152014 2/20/2018 psi 440-H-025.55 2901/4901 Impact 101/I.S.2/A440-11 Class R-PG50; Size Tested 1321mm 1854mm NCTL-110-16675-3 3/5/2014 12/122017 1321 x 1854mm (-52 x 73 in.) Type-H WD-20 10114109 Friday, May 13, 2016 Page 8 WINDOW R DOORCMANUFACTURERS ASSOCIATION Hallmark® Certificate of . *X> ems, INC. LlConformance and License (CCL) sUm ,IInc. 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-025.57 2901/4901 Impact 101/I.S.2/A440-11 Class R-PG50; Size Tested 965mm 1575mm NCTL-110-16675-3 3/5/2014 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 3/512014 2/20/2018 E-1886-05 Wind Zone 4 440.H-025.60 2901/4901 Impact ASTM E-1996 12/ASTM 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/2901-4901 Single Hung Window 10111.S.2/A440-11 Class R-PG20; Size Tested 1219mm 2134mm D9957.01-10947 10/9/2014 8/62018 1219mm x 2134mm (48 x 84) Type-H; DP +20/-20 psf; Water Test Press 150Pa (3.13psf) 440-H-025.62 29004900 Series29014901 Single Hung Window 101/I.S.2/A440-11 Class R-PG25; Size Tested 1321 mm 1829mm D9957.01-10947 10/9/2014 8/6/2018 1321 mm x 1829mm (52 x 72) Type-H; DP +251-25 psf; Water Test Press 180Pa (3.76psf) 440-H-025.63 29004900 Series29014901 Single Hung Window 101II.S.2/A440-11 Class LC-PG30; Size Tested 1219mm 1956mm D9359.01-109.47 1/282015 7122024 1219mm x 1956mm (48 x 77) Type-H; DP +30/-30 psf; Water Test Press 260Pa (5.43psf) 440-H-025.64 29004900 Series29014901 Single Hung Window 101/I.S.2/A440-11, Class LC-PG35; Size Tested 1219mm 1829mm 1)9964.01-109-4 1/29/2015 8/42024 1219mm x 1829mm (48 x 72) • Type-H; DP +35/-35 psf; Water Test Press 260Pa (5.43psf) 440-H-025.65 29004900 Series29014901 Single Hung Window' 101/I.S.2/A440-11 Class LC-PG35; Size Tested 965mm 1956mm D9964.01-10947 1/292015 8/42024 965mm x 1956mm (38 x 77) Type-H; DP +35/-35 psf; Water Test Press 260Pa (5.43psf) 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 (3.13pso 440-H-025.67 2900-4900 Series2901/4901 Single Hung 101II.S.2/A440-11 Class R-PG50; Size Tested 965mm 1676mm E5611.01-109-47 3/16/2015 7122024 965mm x 1676mm (38 x 66)• Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psf) 440-H-025.68 29004900 Series2901-4901 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 psf; Water, Test Press 360Pa (7.52psf) WD-20 10114109 Friday, May 13, 2016 Page 9 WINDOW 8 DOOR L___ MANUFACTURERS ASSOCIATION Hallmark® Certificate of AMs, INC. LWDMAConformance and License CCL } Adm syncrik.'"'°` m"" Silver Line Building Products Mfr 1D: 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-025.69 29004900 Sedes/29014901 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 29004900I29014901 Single Hung 101/I.S.2/A440-11 Class LC-PG50; Size Tested 1118mm 1575mm E9219.01-10947 1/15/2016 2/8/2026 1118mm x 1575mm (44 x 62)' Type-H; DP +50/-50 psl; Water Test Press 360Pa (7.52psf) 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 C4709.01-109-47 1/31/2013 12/13/2016 2286x1880 mm(90x74 in}H 440-H-027.21 2900/4900 101/I.S.21A440-08 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 1994xl524mm' (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.2IA440-11 Class R-PG35; Size Tested 2032mm 1880mm C0328.01-10947 215/2014 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 2/512014 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 C0375.01-109.47 3/5/2014 1/18/2017 2426 x 1880 mm (-96 x 74 in.)' Type-H 440 H-027.26 ,2902/4902 Twin Single Hung Window 101/l.S.2/A440-11 Class R-PG35; Size Tested 1829 mm 1575 mm. D9358.01-10947 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 DOORMMANUFACTURERS ASSOCIATION Hallmark® Certificate of IOWDMAConformance 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. Admix systm, ` m`°' Product No. Product Name Standard Rating Wide High Test Report # CertDate ExpDate 440-H-027.27 2900-490012902-4902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG15; Size Tested 2426mm 1880mm E7252.01-10947 5/12/2015 5/27/2025 2426mm x 1880mm (96 x 74) Type-H; DP+15/45 psf; Water Test Press 180Pa (3.76psf) 440-H-027.28 29004900/2902-4902 Twin Single Hung 101/l.S.2IA440-11 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 psf; Water Test Press 180Pa (3.76psf) 440-H-027.29 29004900 Series/2902-4902 Twin Single Hung 101/1.S.2/A440-11 Class R-PG25; Size Tested 1918mm 1956mm E7244.01-109-47 8/6/2015 9/8/2025 1918mm x-1956mm (76•x 77)• Type-H; DP•+25/-25 psf; Water' Test'Press 180Pa (3.:76psf) 440-H-027.30 2900-4900 Series/2902-4902 Twin Single Hung 101/I.S.2/A440-11 Class R-PG15; Size Tested 2184mm 2134mm E9218.01-109-47 12/2912015 3/27/2026 2184mm x 2134mm (86 x 84) Type-H; DP +15/-15 psf; Water Test Press 360Pa (7.52psf) 440-H-027.31 29004900/29024902 Twin SH, 101/I.S.2/A440-11 ClassR-PG50; Size Tested' 1918mm 1829mm E9220.01-109-47 1/15/2016 1/27/2026 1918mm x 1629min (76'ii 72)• Type-H;,DP +50%50 Of. Water, Test Press 360Pa (7.52psf), 440-H-027.32 29004900/29024902 Twin SH (Finless) 101/I.S.2/A440-11 Class R-PG50; Size Tested 1918mm 1575mm F2423.01-109.47 1/15/2016 10/22/2025 1918mm x 1575mm (76 x 62)' Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psf) 440-H-027.33 2900-4900129024902 Twin SH (Finless) 101/I.S.2/A440-11 Class R-PG30; Size Tested 2426mm 1880mm F2252.01-109-07 2/19/2016 10/21/2025 2426mm x 1880mm (96 x 74) Type-H; DP +30/-30 psf; Water Test Press 220Pa (4.59psf) 440-H-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 2737x1575mm (108x62in}H 440-H-028.15 2900/4900170 Series 10111.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/I.S.2/A440-08 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 101/1.S.2/A440-11 Class R-PG35; Size Tested 2737mm 1880mm D5516.01-109-47 Y26/2014 3/22/2018 2737 x 1880mm (-108 x 74 in.) Type-H WD-20 10114109 Friday, May 13, 2016 Page 11 WINDOW 8 DOOR MANUFACTURERS ASSOCIATION IOWDMAConformance 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. Ad""°lit t"" 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 C0329.01-10947 11/7/2014 2/21/2018 2737mm x 1829mm (108 x 72) Type-H; DP +50/-50 psf; Water Test Press 360Pa (7.52psQ 440-H-028.20 2900/4900 Series 2903/4903 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 psf; Water Test Press 150Pa (3.13psQ 440-H-028.21 2900/4900170-2903/4903 Triple Single Hung, 101/I.S.2/A440-11 Class R-PG25; Size Tested 2737mm 2134mm E7250.01-109-47 8/21/2015 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 2900-490012903-4903 Triple Single Hung 101/i.S.2/A440-11 Class R-PG30; Size Tested 2737mm 1575mm E9222.01-109-47 2142016 2/16/2026 2737mm x 1575mm (108 x 62) Type-H; DP +30/-30 psf; 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 12282012 9/52016 1219x2134 mm (48x84 in}H 440-H-029.07 49002900/70 101/I.S.2/A440-08 Class R-PG35; Size tested 1118mm 1524mm C7073.01-109-47 10/31/2013 5/12017 1118x1524mm' (44x60'in)-H; DP+35/-35; Water Pen. Resist Test Pressure = 260Pa 5.43psQ 440-H-029.08 2900490012907-4907 Single Hung 101/I.S.2/A440-11 Class R-PG35; Size Tested 1016mm 1727mm E5613.01-109-47 3/32015 3/8/2025 1016mm x 1727mm (40 x 68) Type-H; DP +35/-35 psf; Water Test Press 260Pa (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 11/122017 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 D5514.01-109-47 3/26/2014 3/23/2018 2718 x 1575mm (-107 x 62 in.) Type-H WD-20 10114109 Friday, May 13, 2016 Page 12 M WINDOW 8 DOOR MANUFACTURERS ASSOCIATION Hallmark® Certificate of; 11,WDMA Conformance and License (CCL) 4t 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 440-H-089.00 5500/5510 Side Lite (Specimen 2) 440-H-069.01 5500/5540Transom (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 5.43psQ 101/I.S.21A440-11 Class R-PG35; Size Tested 2734mm x 914mm (108 x 36) Type-TR; DP +35/-35 psf; Water Test Press 260Pa 5.43psQ 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 dt- 7--c — John McFee, VP c AMs, MC. AdmiaLwati%v Maousemeot systems, lee. CertDate ExpDate 11 /23/2015 4/27/2025 11 /23/2015 4/27/2025 Ocation Programs, WDAM Hallmark By. &J4 Rhonda SchoL7, Authorized Representative, AMS If 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)673-4828 www.wdma.00m TEL (315)646-2234 staff@amscert.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@buildingdrops.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' 111111Ifit, ,/ O ' 0 i Z O 7 T T = iek9/0NAL S\! it1 1111HermesF. Horero, 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 51 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 51" 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 SWD002 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 4 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 1/05/2015 E5610.01-109-47 3/05/2015 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/HallMark 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#: FL19715 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 (1X), 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. f c = 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 (SWD002) 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 4/28/2017 Florida Building Code Online Oi 6 :r {. 71 Jam• a • u1FtEr. r • ri'TC, t acis Home I Log In I User Reglstratlan I Hot Toplca I Subfnit Surcharge I Stats S Facts I Publications I FBC Staff I SCIS Site Map I Unks I Search I Florida Product ApprovalrI^ -' USER: Public User t,u r•:Ilr.tl Product AooroVal Menu > Product or Aooliatlon Search > Application List > Application Detail ly';a-I ;FL••' FL FL13192-R4 Application Type Revision Code Version 2014 Application Status Approved A Comments Archived 1 Product Manufacturer lames Hardie Building Products, Inc. Address/Phone/Emall 26300 La Alameda Ste. 250 Mission Viejo, CA 92691 909) 349-2927 , pingsheng.zhu@jameshardle. cam f a Authorized Signature Pingsheng Zhu pingsheng. zhu@Jameshardle.com Technical Representative Pingsheng Zhu Address/ Phone/Email 10901 Elm Ave. 0 ; Fontana, CA 92337 909) 349-2927 M pingsheng. zhu@Jameshardle.com Quality Assurance Representative Pingsheng Zhu Address/ Phone/Email 10901 Elm Ave. Fontana, CA 92337 909) 349-2927 f " " r pingsheng, zhu@jameshardle.tom Category Panel Walls Subcategory Siding r Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i EvaluationReport - Hardcopy Received Florida Engineer or Architect Name who developed Ronald I. Ogawa i the Evaluation Report Florida License PE-24121 Quality Assurance Entity Intertek Testing Services NA, Inc. i Y,• Quality Assurance Contract Expiration Date 01/01/2018 ippp Validated By John Southard, P.E. I' 4' Validation Checklist - Hardcopy Received IP Certificate of Independence FL13192 R4 COI RIO - Certificate of Independence, PDF Referenced Standard and Year (of Standard) Standard Yeas II ASTM C1186 2007 ASTM E330 2002 Equivalence of Product Standards it Certified By i! FloridaLicensedProfessionalEngineerorArchitectFL13192 R4 Ea Iv ASTM C1186 Eauivalencv Slaned.odf I https:// www.flaridabtilding.orgtpr/pr_app dtl.aspx?param=wGEVXOwtDqlsk%2bGnUu47ogxmaHRnH11D4CXwhKRgKDf7RrxWwZsbgA%3da/o3d 1/3 ii 4/28/2017 Florida Building Code Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 08/17/201S 08/26/201S 09/07/201S 10/16/2015 immary of Products --- I' FL # Model, Number or Name • Description is:' • , 13192.1 Cemplank Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13192 R4 lI ER RIO-2553-IS Plank metal wood.odf Approved for use outside HVHZ: Yes EL13192 R4 It ER RIO-2557-IS Plank Shlnale CMU.odf Impact Resistant: N/A FL13192 R4 11 ER RIO-2577-IS Plank to WSP Sheathing.odf FL13192 R4 II Install CemPlank Sldino.odfDesignPressure: N/A Other: For use In HVHZ Install in accordance with NOA 1S- FL13192 R4 II NOA 15-0122.04.odf 0122.04. Verified By: Ronald 1. Ogawa 24121 Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2553-IS Plank metal wood.odf i '.: • ' : FL13192 R4 AE ER RI0-2557-15 Plank Shlnale CMU.odf FL13192 R4 AE ER RIO-2577-IS Plank to WSP Sheathino.odf FL13192 R4 AE NOA 15-0122.04.odf i, Created by Independent Third Party: Yes 13192.2 HardlePlank Lap Siding fiber -cement lap sidingl ..•' :1. Umits of Use Installation Instructions r Approved for use In HVHZ: Yes FL13192 R4 II ER RIO-2553-IS Plank metal wood.odf Approved for use outside HVHZ: Yes FL13192' R4 11 ER RIO-2SS7-15 Plank Shingle CMU.odf ff ` Impact Resistant: N/A FL13192 R4 II ER RIO-2577-1S Plank to WSP Sheathlno.odf FL13192 R4 Ii Install HardlePlank Sldina.odf . Design Pressure: N/A l Other: For use In HVHZ install in'accordance with NOA 15-, FL13192 R4 II NOA 15-0122.04.odf 0122.04. Verified By: Intertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2553.15 Plank metal wood.odf FL13192 R4 AE ER RIO-2557-IS Plank Shlnale CMU.odf I,. i,, ;• • • . ; : ; FL13192 R4 AE ER RIO-2577-IS Plank to WSP Sheathlna.odf FL13192 R4 AE NOA•15-0122.04.odf " Created by Independent Third Party: Yes f ,• ::. . 13192.3 HardleShln le Individual Shingles fiber -cement Individual cladding shingles Limits of Use Installation Instructions Approved for use In HVHZ: No fL13192 R4 II ER RIO-2555-15 Shingle metal wood.odf Approved for use outside HVHZ: Yes FL13192 R4 11 Install HardleShinale Sidina,odf Impact Resistant: N/A Verified By: Intertek Testing Services NA Ltd. i Design Pressure: N/A Created by Independent Third Party: No Other: Evaluation Reports FL13192 R4 AE ER RIO-2SSS-1S Shingle metal wood.odf Created by Independent Third Party: Yes 13192.4 Hardie5hingle Panel fiber -cement notched shingle panels (straight edge, staggered edge, half round edge) Limits of Use Installation Instructions Approved for use in HVHZ: No FL13192 R4 H ER RIO-2555-IS Shlnale metal wood.odf Approved for use outside HVHZ: Yes R-13192 R4 II ER RIO-2557-15 Plank Shlnale CMU.odf Impact Resistant: N/A FL13192 R4 II Install HardleShinale Sidino.odf Design Pressure: N%A Verified By: Intertek Testing Services NA Ltd. Other: Created by Independent Thlyd.Party: No Evaluation Reports fL13192 R4 AE ER RIO-2555-IS Shingle metal wood.odf FL13192.114 AE ER RIO-2557-15 Plank Shinale CMU.odf Created by Independent Third Party: Yes 13192.S Prevail Lap Siding fiber -cement lap siding Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL13192 R4 II ER RIO-2553-15 Plank metal wood.odf httpsJtwww.floridabullcing.org/pr# app dU.aspx?param=wGEVXQwtDok%2bGnUu47ogxmaHRnHIID4CXwhKRgKDf7RrxWwZsbgM/o3d%3d 213 4/28/2017 Florida Building Code Online Approved for use outside HVH2: Yes Impact Resistant: N/A Design Pressure: N/A Other: For use In HVH2 Install In accordance with NOA 15- 0122.04. R-13192 R4 1I ER RIO-2557-1S Plank Shingle CMU.odf FL13192 R4 It ER 1110-2577-15 Plank to WSP Sheathlna.odf FL13192 R4 II Install Prevail Lao Sidlno.odf FL13192 R4 It NOA IS-0122.04.Ddf Verified By: lntertek Testing Services NA Ltd. Created by Independent Third Party: No Evaluation Reports FL13192 R4 AE ER RIO-2553-IS Plank metal wood.odf FL13192 R4 AE ER RI0-2557-15 Plank Shinale fMU.adf FL13192 R4 AE ER RIO-2577-IS Plank to WSP SheathinD.odf FL13192 R4 AE NOA 15-0122.04.odf Created by Independent Third Party: Yes Contact Us :: 2601_Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007.2013 State of Florida.:: Privacy Statement :: Aetesslblllty Statement :: Refund Statement Under Florida law, email addresses are pudic records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.139S. *Pursuant to Section 45S.27S(1), FkMda 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 an be made available to the Public. To determine If you are a licensee under Chapter 4SS, F.S., please dick b=. Product Approval Accepts: j Credit Card Sate htlpsJ/www.floridabUlding.org/pr/pr app Od.espx?param=wGEVXQwtDglsk%2bGnUu47ogxmaHRnHIID4CXwhKRgKDf7RrxWwZsbgA%3d%3d 3/3 Florida Product Approval HardiePlank® Lap Siding For use inside HVHZ: o HardiePlank Lap Siding fastener types, fastening schedule, and installation shall be in accordance with the Miami -Dade County Florida NOA 15- 0122:04. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. For use outside of HVHZ, o HardiePlank Lap Siding fastener types, fastening schedule; and installation shall be in accordance with Engineering Evaluation Reports RIO-2553-15 or RIO-2557-15. Consult the HardiePlank product installation instructions on the follow pages for all other installation requirements. 0 HardlePlank- " I Lap Siding JamesHardie EFFECTIVE SEPTEMBER 2013 RM INSTALLATION REQUIREMENTS - PRIMED & COLORPLUV PRODUCTS Visitwwrv)aWJRrnle.con for the most recent voislon. SELECT CEOARMILL° • SMOOTH • CUSTOM COLONIAL" SMOOTH • CUSTOM COLONIALC' ROUGHSAWN CUSTOM BEADED CEDARMILL° • CUSTOM BEADED SMOOTH • STRAIGHT -EDGE SHINGLE PLANK IMPORTANT: FAILURETO INSTAL -AND FINISH THIS PRODUCT IN ACCORDANCE WITH APPLICABLE BUILDING CODES AND JAMES HARDIE WRITTEN APPUCA71ON INSTRUCTIONS MAY LEAD TO PERSONAL INJURY, AFFECT SYSTEM PERFORMANCE, VIOLATE LOCAL BUILDING CODES, AND VOID THE PRODUCT ONLY WARRANTY. BEFORE INSTALLATION, CONFIRM THATYOU ARE USING THE CORRECT HARDIEZONE` PRODUCT INSTRUCTIONS, INSTALLATION OF HZ10® PRODUCTS OUTSIDE AN HZ100 LOCATION WILL VOID YOUR WARRANTY. TO DETERMINE WHICH HARDIEZONEr" APPLIES TO YOUR LOCATION, VISIT WWW.HARDIEZONE.COM OR CALL 1-866-942-7343 (866 9HAROIE) STORAGE & HANDLING: Store flat and keep dry and covered prior OUTDOORS to Inslallabon. Installing siding wet or 1• P(dtm MBrp slation so lhit vdrdwil binv dust aviny tom user saturated may result in sttdnktge at bull Ord dAers in 2 Use aria al the ng methodsPints. Carr planks on edge. ProtectWYfl• a Best: L Scare and snap edges and carriers from breakage. James d Shears (rtonual, electric or pnarmatiq Hardie Is not responsible for damage b. Butter: I. Drat reducing dirahr saw eryipped with a caused by improper storage and handling Hadefte'saw bladeand ffA%ecumegractlon of the product. t Good: I. Dual redudrq circular mywth a Harfthdo saw b my um. for taw In moderate adatrcgi INDOORS 1. Cut only using scare and snap, a shears (manual, electric a Mournadc). 2. Position cutting station In yell vemiated area NEVER to a power saw Indoors NEVER use a circular saw blade that does not carry the H2*81dde saw blade eadenark NEVER dry sweep — Use wet suppression or HEPA vacuum Important Note For ffouttm protection lowest restimble dud praArcthora Am Hartle reoommeab always using'Besf-Iml culling methods whet feasible. NIOSH- e posed respintos can be used M ooronGbn with abae cutting practices to further reduce dust e¢pcsues. Add<lord eiVasue Inlonvalbn is avaallaWe atwww. pmeahamle.txmtohelpywdefamirsMemag ppropMcutdMnieMWfaryourlobnNulemems lconconc ledtsaDautmpaeurelmelseryou do rot am*wdh the- above predips, you staid aAwyat» n3Aa Wdfdd mdustdalhygle dstor centad.Jamrs Hardie for h owinfonntim. GENERAL REQUIREMENTS: HardiePtank• lap siding can be Installed over braced wood or steel studs spaced a maximum of 24" D.C. or directly to minimum 7/16" thick OSB sheathing. See general fastening requlfemerlts. Irregularities in framing and sheathing can mirror through the finished application. Information on Installing James Hardie products over foam can be located In JH Tech Bulletin 19 at Yymv lamehardle.com A water -resistive barrier is required In accordance with local building code requirements. The water -resistive barrier must be appropriately Installed with penetration and junction flashing In accordance with local building code requirements. James Hardie will assume no responsibility for water infiltration. James Hardie does manufacture HardleWrap• Weather Barrier, a non -woven non -perforated housewrap', which complies with building code requirements. When Installing James Hardie products all clearance details in figs. 3-14 must be followed. Adjacent finished grade must slope away from the building in accordance with local building codes - typically a minimum of 6" in the first 10'. Figure 1 Double Wall Single Wall Do not use HardlePlank lap siding in fascia or trim applications. Constnrctlon Construction Do not install James Hardie products, such that they may remain in Contact with standing water. water -re dslive carder let -an bracing HardlePlank lap siding may be installed on flat vertical wall applications only. py med or 24• °°.'sax For larger projects, including commercial and multi -family projects, where the span of the °sHshes'hi'g wall Is significant In length, the designer and/or architect should take Into consideration the coefficient of thermal expansion and moisture movement of the product In their design. These values can be found in the Technical Bulletin "Expansion Characteristics of i James Hardier Slding Products' at www.JamesHardie.00m. l DO NOT use stain, oil/alkyd base paint, or powder coating on James Handle® Products. INSTALLATION: JOINTTREATMENT Figure 2 nall One or more ol'the following joint treatment options al One are required by code (as referenced 2009 fRC Slid place R703. 3.2) C fastener A. Joint Flashing (James Hardie recommender ,. "' ' o^ r pm between 3I4" tap B. Caulking' (Caulking Is not recommended ; for ColorPlus for mar. of plan aesthetic reasons as the feshk Caulking and ColorPlus will weather m differently. For the same reason, ti hag ,,, o ` a VO bor do not caulk nail heads on ColorPlus products.] Hardl lr 9dMglattma C. ' H" jointer cover a mod ` Instal a 1 1/4• starer strip to ensco a comMent anglo hgylMydiasinP ° o/ plank moderate oiroact at Duct )dins leave arppmprtategap between planks and trim, then ceuk"- Note Feld painting over caulking may produce a sheen difference when compared to the field painted PdmePlus. 'Refer to Caulking section in these instructions. For additional information on HardieWrap" Weather Basler, consult James Hardie at 1.866.41lardle or www.tardkvwrap.com WARNING: AVOID 13REATHING SIUCA DUST dames Hardie° produces eontaln respirable crystdlm silica, tWlch la laatwh to the State of carcomb to cause cancer and IS tonWerod tr/ WC and NOSH to be a cause of cancer from some occupatbrol sources. & mftg exesslve amounts of tesplrable slice dun can also cause a cilsnbing and potmtbBy fatal lung disease called sllcesb. and has been Ik W w th other d1mases. Same stiles suggest smakigmay [ memo these fdcs; During hmhibdmorharslina(1) work hauhnoaareas wiauanpleventlLvlon;(2)osefitareemenlrhmrsforcullirigor,whomriot fessIble•use aHardh9Me°sawblade and dull-r°ducMg cicubrsaw attached to a HEPA vacwu; Gfl vsm others In the Mhmedialearea; (4)) wear a popery-retlod, NOS+I-appraed dust mask of respirator (e.g. N-95) in xcwbQce with applicable oamnmi regulations and manufacturer Insuuctbns to further hill respirable Slicer exposures. Dudrg clean-up, use HEPA waums orwel dDanupp methods - rover dry sweep. For further Mlernmtlon, rdor 0 our indahUn Instructions and Malarial Sale ryry Data Sheet availableat www. esexoin a by cegng I-t10D-SWDIE (1 -800,942- 7343). FfiLURE TO ADHERE TO OUR WMNNGS, MSOS. AND INSTALLATION INSrfucnONS MAY LEAD TO SERIOtt. PERSONAL INIURY OR DEATH, muss HS11110-P1/4 6/13 CLEARANCE AND FLASHING REQUIREMENTS Figure 3 Figure 4 Figure 5 Figure 6 Roof to Wall Horizontal Flashing Kickout Flashing Slabs, Path, Steps to Siding Z-Flashing As a ulred W IR code f - 1. min' x4• ~, : r• Min. Y4" Do not caulk y Figure 7 1 Figure 8 Figure 9 Figure 10 Figure 11 Deck to Wall Ground to Siding Gutter to Siding Sheltered Areas Mortar/Masonry r Fleshtng M Figure 12 Figure 13 Figure 14 Drip Edge Block Penetration Valley/Shingle Extension aiJj@ uti2r rV lit FASTENER REQUIREMENTS " Blind Naing Is the preferred method of installation for HardlePlanka late siding products. Face rlalling should only be used where required by code for high wind areas and must not be used in conjunction with Blind nailing (Please see JH Tech bulletin 17 for exemption when doing a repair). Pin -backed comers may be done for aesthetic purposes Only. Pin -backs shall be done with finish nails only, and are not a substitute for blind or face nailing. BLIND NAILING Nails - Wood Framing Siding nag (0.09" shank x 0.221" HD x 2" long) 11ga. rooting nail (0.121" sunk x 0.371" HD x 1.25' long) Screws - Steel Framing Ribbed Water -head or equivalent (No. 8 x 1 1/4" long x 0.375" HO) Screws must penetrate 3 threads Into metal framing. Nails - Steel Framing ET & F Panelfast' nails or equivalent (0.10" shank x 0.313" HD x 1-1/2" long) Nails must penetrate minimum 1/4' Into metal framing. OSB minimum 7/16" 11 ga. roofing nail (0.121' shank x 0.371 " HD x 1.75" long) Ribbed Wafer -head or equivalent M. 8 x 1 5/8" long x 0.375" HD). 11r4'fnK 1••:L Overlou St O.C?mex Nall Lare I i it, Nail Mier Resistive Barrier FACE NAILING Nalls - Wood Framing 6d (0.113" shank x 0.267' HD x 2" long) Siding nail (0.09' shank x 0.221" HD x 2" long) Screws - Steel Framing Ribbed Bugle -head or equivalent (No. 8-18 x 1-5/8" long x 0.323" HD) Screws must penetrate 3 threads Into metal framing. Nails - Steel Framing ET & F pin or equivalent (0.10" shank x 0.25" HD x 1-1/2" long) Nails must penetrate minimum 1/4" Into metal harping. OSB minimum 7/16" Siding nail (0.09' shank x 0.221" HD x 1-1/2" long)' Figure 15 1 Figure 16 Minimum overlap for Both Face and Blind Nailing min. 1 114' oveTap T R s4- — O.C. me1L race per water malswo Garner overlap Laminate sheet to be removed Immediately after installation of each course for ColorPlus° products. When face nailing to 0S8, planks crust he no greater than 91 /4" wile and fasteners must be 12" o.c. or less. Also see General Fastening Requiremenlc; and when considering ahemadve fastening options refer to James Hardie's Tectnical 8ulielin USTB 17 - Fastening Tips for HardePlare Lap Siding. HS1111945?14 6/13 GENERAL FASTENING REQUIREMENTS Fasteners must be corrosion resistant, galvanized, or stainless steel. Electro-galvanized are acceptable but may exhibit premature corrosion. James Hardie recommends the use of quality, hot -dipped galvanized nails. James Hardie Is net responsible for the corrosion resistance of fasteners. Stainless steel fasteners are recommended when Installing James Hardiea products near the ocean, large bodies of water, or In very humid climates. Manufacturers of ACO and CA preservative -treated wood recommend spacer materials or other physical barriers to prevent direct contact of ACO or CA preservative -treated wood and aluminum products. Fasteners used to attach HardieTrim Tabs to preservative -treated wood shall be of hot dipped zinc -coated galvanized steel or stainless steel and in accordance to 2009 IRC R317.3 or 2009 IBC 2304.9.5. Consult applicable product evaluation or listing for correct fasteners type and placement to achieve specilied design wind loads. NOTE Published wind loads may not be applicable to all areas where Local Building Codes have speck jurisdiction. Consult James Hardie Technical Services If you are unsure of applicable compliance documentation. Drive fasteners perpendicular to siding and framing. Fastener heads should fit snug against slding (no air space). (fig. A) Do not over -drive rail heads or drive nails at an angle. If nail is countersunk, fill nail hale and add a nail. gig. B) For wood framing, under driven mails should be hit flush to the plank with a hammer for steel framing, remove arW replace nalp. NOTE: Whenever a structural member is present, HardiePlank should be fastened with even spaclrg to the structural member. The tables allowing direct to OSB or plywood should only be used when traditional framing Is not available. Do not use aluminum fasteners, staples, or clipped head nails. y ro ME PNEUMATIC FASTENING James Hardie products can be hand nailed or fastened with a pneumatic tool. Pneumatic fastening Is highly recommended. Set air pressure so that the fastener is driven snug with the surface of the siding. A (lush mount attachment on the pneumatic tool is recommended. This will help control the depth the nail Is driven. If setting the nail depth proves difficult, choose a setting that under drives the roll. (Drive under driven nails snug with a smooth faced hammer - Does not apply for installation to steel framing). countersunk, [ IR[tlq', .0fill &add nail `L' snug flush DO -NOT DO NOT Figure A Figure B under drive nails staple PAINTING 00 NOT use stain. olValkyd base paint, or powder coating on James HardieQ1 Products. James Hardle products must be painted within 180 days for primed product and 90 days for unprimed.100% acrylic topcoats are recommended. Do not paint when wet. For application rates refer to paint manufacturers specifications. Back -rolling Is recommended if the siding Is sprayed. CUT EDGE TREATMENT Caulk, paint or prime all field cut edges. James Hardie touch-up kits are required to touch-up ColorPlus products. CAULKING For best results use an Elastomerlc Joint Sealant complying with ASTIVI C920 Grade NS, Class 25 or higher or a Latex Joint Sealant complying with ASTM C834. Caulking/Sealant must be applied in accordance with the caulking/sealant manufacturer's written Instructions. Note: OSI Quad as well as some other caulking manufacturers do not allow tooling. COLORPLUS® TECHNOLOGY CAULKING, TOUCH-UP & LAMINATE Care should he taken when handling and cutting James Hardie® ColorPlus® products. During installation use a wet soft cloth or soft brush to gently wipe off any residue or construction dust left on the product, then rinse with a garden hose. Touch up nicks, scrapes and nail heads using the ColorPhis• Technology touch-up applicator. Touch-up should be used sparingly. If large areas require touch-up, replace the damaged area witir new HardlePlank° lap siding with ColorPlus Technology. laminate sheet must be removed immediately after Installation of each course. Terminate non -factory cut edges into trim where possible, and caulk. Color matched caulks are available from your ColorPlus• product dealer. Treat all other non -factory cut edges using the ColorPlus Technology edge coaters, available from your ColorPlus product dealer. Note: James Hardie does not warrant the usage of third party much -up or paints used as touch-up on James Hardie ColorPlus products. Problems with appearance or performance arising from use of third party touch-up paints or paints used as touch-up that are rat James Hardie touch-up will rot be covered under the James Hardie ColorPlus Limited Finish Warranty. PAINTING JAMES HARDIE® SIDING AND TRIM PRODUCTS WITH COLORPLUS" TECHNOLOGY When repainting ColorPlus products, James Hardle recommends the following regarding surface preparation and topcoat application: Ensure the surface Is clean, dry, and free of any dust, dirt, or mildew Repdming Is normally not necessary 100% acrAlc topcoats are recommended 00 NOT use stain, oiValkyd base paint, or powder coating on James Hardie° Products. Apply finish coat in accordance with paint manufacturers written instructions regarding coverage, application methods, and application temperature 00 NOT caulk nail heads when using ColorPlus products, refer to the ColorPlus touch-up section HS11119-P3/4 6/13 y ro, I COVERAGE CHART/ESTIMATING GUIDE Number of 12' planks, does not Include waste COVERAGE AREA LESS OPENINGS HARDIEPLANK° LAP SIDING WIDTH SQ 5114 61/4 7114 7112 8 81/4 91/4 91/2 12 1So=foosgA.) exposure) 4 5 6 6114 6314 7 8 8114 1039 1 25 20 W 16 15 14 13 13 9 2 50 40 33 32 30 29 25 25 19 3 75 60 50 48 44 43 38 38 28 4 100 80 67 64 59 57 50 5o 37 5 125 100 83 80 74 71 63 63 47 6 150 120 100 96 89 86 75 75 56 7 175 140 117 112 104 100 88 88 65 8 200 160 133 128 119 114 100 100 74 9 225 18o 150 144 133 129 113 113 84 10 250 200 167 16D 140 143 125 125 93 11 275 220 183 176 163 157 138 138 102 12 300 240 200 192 178 171 150 150 112 13 325 260 217 208 193 186 163 163 121 14 350 280 233 224 207 200 175 175 130 15 375 300 250 240 222 214 188 188 140 16 400 32D 267 256 237 229 200 200 149 ! 17 425 340 283 272 252 243 213 213 158 18 450 360 300 288 267 257 225 225 167 19 475 380 317 304 281 271 238 238 177 20 500 400 333 32D 296 286 250 250 186 This coverage chart Is meant as a guide. Actual usage Is subject to variables such as building design. James Handle does not assume responsibility for over or under ordering of product. IRECOGNITION: In aawdence wil h [CC -ES Evaluation Repod ESR•22M IlatdlePtat0lap sldht0 h recagnhed as a suitable alternate to that spedled it Qre 2008.20UQ02012lnlemadonel Residental Cade forone• and Two•Femly De/e9rgs, and be 2006, 2009, 8 2012 Intemallmal &ildingCode,. Hard eePlank lap skiing Is Aso moognbed for sa*atlan In the kd oft Coy o1LasAngales Research Report No. 2486Z State of Fbdda Itstlng RASA, Oade County, Florida NOA No. 02-0729 02, U.S. Dept. d HUD Motedap Rekme 126X Texas Oeponmert of Insa2nce Product Evalus0on EC-23. City of Nehv York NEA 22393At, and California OSA FA-0111 These documents should also be consulted for amtlonal Information coxemhg the eitabddy of this product ter spedfleappkations. 0 2013James Haft eufldhq Products. All rights reserved. Additional Installation Information, TM, SK and 0 denote trademarks ar reptslemd kedernaft of amesHahaheTechn* United. Risaregbma teredIraaerk Warranties, and Warnings are available at JamesHardie of JamesHer& Tedmotegy Lknled. www.jameshardie.com Panelfest is a re&temd kademedc of ET&F Fastening Systems. Ina. HS11113P4/4 6113 mommosEL MIAMI-DADS MiAMI-DARE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room208 DEPARTMENT OF REGULATORY ANI) ECONOMIC RESOURCES (RER) Miami, Florida 33175-2474 BOARD AND CODE AD110NISTRATION DIVISION T (786) 315-2590 P (786) 315-2S99 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy James Hardie Building Product, Inc. 10901 Elnt• Avenue' Fontana, CA 92337 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER-Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section In Miami Dade County) and/or tho AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: "Hardie", "Cem" and "Prevail" Plaulcs and Panels Fiber Cement Siding and Soffit APPROVAL DOCUMENT: Drawing No. PNL, PLK & SOFF, titled "HatdiePanel, CemPanel, Prevail Panel; HardioPlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoflit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I.Ogawa, P.E., bearing the Miami -Dade County Product Control u evision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large'and Small Missile Impact Resistant LABELING: A permanent label with the manrifacturer's name or logo, Plant City, Florida, and the following statements: "ASTM C 1186 Type A compliant" and "Miami -Dade County Product Control Approved" is to be located on each siding plank or panel and per FBC 1.710.9.2 and 1710.9.3 on soffit' panels. RENEWAL of this NOA shall be considered alter a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of ibis product. TERMINATION of this NOA will occur after tho expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literatuto. 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 availablo for inspection at the job site at the request of the Building Otiicial. This NOA revises NOA # 13-0311.07 and consists of this page 1 and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M. Utrcra, P.E. MIAMI-DADE COUNTY NOA No. 15-6122.04 Expiration Date: May 1, 201.7 Approval Date: April 9, 2615 o3/h I /!0 PH& I -- James I•Iardie Building Products, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS "Submitted under NOA # 13-0311.07" L. Drawing No. PNL, PLK & SOFF, titled "HardiePanel, CemPanel, Prevail Panel; HardiePlank, CemPlank Prevail Lap Siding; HardieSoffit, CemSoffit Panel; Installation Details Wood/Metal Stud Construction", sheets 1 through 12 of 12, dated 04/24/2013, prepared by the manufacturer, signed and sealed by Ronald I. Ogawa, P.E. B. TESTS "Submitted under NOA # 13-0311.07" 1. Test reports on 1) Unifonn Static Air Pressure Test, Loading per FBC TAS 202-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of HardiePlank, HardieSoffit and HardiePanel, prepared by Intertek Testing Services NA LTD, Test Report No. 100733361COQ-004, dated 08/24/2012, with revision 1 dated 04/25/2013, signed and sealed by Rick Curkeet, P.E. Submitted under NOA # 02-0729.02" Laboratory Report Test Date Signature 2. ATI-16423-1 PA 202 & 203 03/18/96 A. N. Reeves P.E. 3.. ATI 16423-2 PA 202 & 203 03/18/96 A. N. Reeves P.E. 4. ATI 16423-3 PA 202 & 203 03/18/96 A. N. Reeves P.E. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Econonuc Resources (RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to the 5eh edition (2014). FBC issued by Ronald 1. Ogawa & Associates, Inc., dated 10/26/2014, signed and sealed by Ronald I. Ogawa, P.E. 03/3 1 15 Carlos M.. Utrera, P.E. Product Control Exaininer NOA No. 15-0122.04 Explratiou Date: May 1, 2017 Approval Date: April 9, 2015 l'r -1 WALL 1 LEIIGI'H-----1StudSpacingat16' O.C. cam_ r 1 1 s Nails at 16' O.C. (typ.) 3fir Minimum Edge Distance AE-rAO.A Sheathing fastener, as described in Note 1 Panel fastener, as described in l Note 2 tr!~ m HardePanel, Cempanel, Prevail Panel Siding Water,resistive barrier per Florida Building Code Section 14042 5/8" thick / 5 ply APA rated plywood sheathing fastened in accordance with Florida Building Code Section 23223 2" X 4" S-P-F Wood Studs The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Florida Building Code. SEE DETAIL A 66' hick / 5 ply APA rated ptywwd shevfte in aaodarme with Florida B"re Code Section 23223 Water-resisli+e banter per Florida 13ra1ding Code Section 14042 r x 4'S-P-F Wood Studs HardePanet. F}C ON S& cempanel. Prevoa Par et Siding PRODU_C_T DESCRIP110N HardePanelM. CwpanelS, & Prevaim Panel Siding materials are normbestos tuber -dement products tested in accordance with ASTU Cl lee Grade it. Type A and meeting the requirements ofthe Florida Building Code. PANEL DjEN +L0flA Width Length TWcknm 4 8.9.10' 5dt6' QP Gsl PRES_S_URE RA71 iI-G. Ir -;nation Design Pressure Wood Studs 76 psf impact Resistant - Planks installed over 50' thick 15 Ply APA rated plywood sheathing LiAARDIEPAhAE_L,,CgMPANEI, P—Ftf-V,1L4P—A NFI SIDI4 14SXLLLAL10 1 DXA All ir>stagation shall be done in Conformance with this Nctics of Acceptance, the manufacturer'sinstallationrecommendations, and the applicable sections of the Florida Building Code. Wood studs where HardiiePanel, Cempanel, Prevail Panel Siding will be installed shall bedesignedbyanEngineerorArchitectpertheFloridaBuildingCodeandtherequirements of this MOAWogs 1] 5/8' thick / 5 ply APA rated plywood sheathing shag be 323ched to the studs in aoo=lanoe with Florida Budding Code Section 2322.& sheathing supportedThesidingpanelsshagbeinstalledoverSWthick15ratedplywoodby a minimum,of 2%r S-P-F wood studs spaced Note 21 The siding Panel fastener shag be a Y long, o.22r head diameter, 00.09Z' panel edges nk diameter, corrosion resistard siding nail: the fasteners shag be spaced andintermediatestuds; the fasteners shag be driven through the SW thick / 5 ply APA rated plywood sheathing into wood studs located at 16" O.C. Fastenersshallhaveaminimumedgedistanceof30and a minimum dearanoe of 2" from comers. MARDIEPANEL, CEMPANEL, PREVAIL PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION fames Hardie Building Products, Inc. 10901 Elm Avenue Fontana. CA 9=7 NO MkG No A I I PNL-PLK-SOFF Creator. I- Gonmles scut 1!Y = t -W I Date: 4.C42013 IsmrMT 1 OF 12 Fastener Spacing per Florida BuDding Code Section 2322.3 pQd7vC'i sEVLSED . • • e i g vetL c37ari Aod e Cmad MODUCrREVLSED as o iyimg tvv ttse flood viola-r?ll•c'7 Miami I'todoctCon" I. I Fastener Spa^,ang per Florida Building Code Section 2=3 t I. II Cladding Framing Sheathing IERA IN1NG NOMINAL 2" X C S-P-F WOOD STUDS 16" O.C. FASTENED FOR METAL AND WOOD STUDS, PROVlS10NS FOR DIAPHRAGM ACTION AND GRAVITY LOAD AREWTCH$12" 16d COMMON NAILS (2 PER TOP AND NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE Sf A'I II,IJCt NOMINAL SIV' THICK/5 PLY APA RATED PLYWOOD plum HARDIEPANEI. CEMPANEL, PREVAIL PANEL WISHEATHINGFASTENEDINACCORDANCETHFLORIDAINSTALLA'110N DETAILS WOOD STUD CONSTRUCTION BUILDNGCODESECTION2322.3 k4DR lQ James Hardie Building Products, Inc THE PANEL IS FASTENED WITH Y LONG, 02V HEAD 10901 Elm Avenue DIAMETER, 0.092' SWANK DIAMETERCORROSION RESISTANT SIDING NAILS, PLACE NAILS S' O.C. AT Fontana, CA 92337 PANEL EDGES AND INTERMEDIATE STUDS Phone: 90946&.6300 sn FSCM NO DWG ND RE Fax 909-427-0634 A PNL-PLKSOFF 1 Creabr E. Gonzales tc LE 1' = T-0' Date: 42412013 SHM 2 OF 12 WAJAI L LENGTH Stud spacing at 15' O.C. B<-,. I_ I _I i • aom jyioEr Apxyepscolda HEIGHT i : ' i i I: " .i A B t—J 3/8" Minimum SEE PQRJCT RCR 29 1 HardleParele, Cempanelm, & Ptevaile DETAILA Panel Siring materials are nonasbestos SIB" ftck 15 ply APA rated fiber -Cement products tested in plywood sheathing fastened accordance with AS'Ildl C1186 Grade It, to metal studs as desamed Type A and meeting the requirements of in Note 1 the Florida Building Code. 1 ` LA c VVater esative PAK _D-L-- 3il.v% i Width Lenp Thk krtess N0. Easier per Florida 4 8,9,10' 5M6" i ( * i * Building Code fi4j c Sec ion 14042 p$IG_I P S t SIG e'aoiai / Installation Design Pressure F QRIQ ' 20ga, 3-6/8"X 1.6/8' Metal Studs-104psf i•...---• ' •G hdefal CsAid stONA i l''' HardiePanel, impact ResistaM— Cempanel, Panel installed over 6V thick / 5 ply B Prevail Panel APA rated plywood sheathing Dstannce Nags at 6" O.C. (typ.) Siding D_Q914A j Sheathing fastener, as described in Note 1. Panel fastener, as described in NW6 'd /T Note 2 HardiePaneW Siding Water -resistive barrier per Florida Building Code Section 1404.2 I SW thick 15 plyAPA rated L plywood sheathing fastened to metal studs as described in Note 1. 20ga, 3-6/8" X 1 ••SIB" Metal C-sh d The wall and soffit frames are to be designed by the ArcWftd or Engineer of Record in Compliance with the Florida Building Code. R01>RP14.Ll C A E4 R..4PANE1zSlDItVG INSSI(gL.,AT10_N_D TA1LiS, All installation shall be done in cornformaince with this Notice of Acceptance, the manufacturer's installation recommendations, and the applicable sections of the Florida Budding Code. Metal studs where Hardlepanel. Cempamet Prevail Panel Siding will be installed shall be designed by an Engineer or Architect perthe Florida Building Code and the requirements of this. N.O.A. Note 11 5/8" thick / 5 pyAPA rated plywood sheathing shall be attached to metal studs at 6'00 at panel edges and all intermediate supports usirV a No.8-18, 0.315" head diameter x 1-1W long bugle head screw The siding panels shall be installed over 5/rthick /5 ply APA rated plywood sheathing supported by a minimum 209a, Nominal 3-5/S' X 1-SN' Metal C-studs spaced a r%Ddmum of 16" O.C. Note 2) The siding panel fastener shag be a minimum No. 8-14 0.315" head diameter X 1,W long' ribbed bugle head screw (*or screw shall have at least 3 full threads penetrating metal framing); the fasteners shall be spaced at 6" O.C. at panel edges and intermediate studs the fasteners shall be driven through the 518" thick 15 ply APA rated plywood sheathing into metal studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2" from comers. HARDIEPANEL, CEMPANEI, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products, Inm 10901 Elm Avenue t - Fontana, CA 9=7 Phone: 9093565300 5 Fsca No owc No RE Fax 909-427-0634 A PNL-PLKSOFF 1 Creator. E. Gonzales soul:' 1rr =1-0' Date: 424I2013 s cET 3 OF 12 16.00'm. I+ i I_I I I Ii I 6.00in. t0ewe!ly o F>5xsdla mo 1" 3N 9 n . +va era fWIN WQNOMINAL 2A GAUGE 3-W X 1-W STEEL STUDS 16" O.C. FASTENED WITH SW WAFER HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SIm TMm- i NOMINAL 5/8" THICK / 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 5' OC AT PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.315" HEAD DIAMETER IAX LONG BUGLE HEAD SCREW CLA_D_D NG THE PANEL IS FASTENED WITH NO.8-18, 0.315' HEAD DLAMETERX 1-5/8' LONG CORROSION RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING). PLACE SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding Framing II Sheathing II I•I i II II I 1 o flG 0. 121 OF I'1 I• I =9• F OR Q=' '% I. -•• =,S/OVAL FOR METAL D WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD NOT PART OFTHIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) E HARDIEPANEL, CEMPANE6, PREVAIL PANEL INSTALLATION DETAILS METAL STUD CONSTRUCTION James Hardie Building Products- Inc 10901 Elm Avenue e Fontana, CA 92337 Fscra wo hone: g0g3W-63no PNL-pLK-SOFF 1 Fax 9096427-0—' A Creator. E. Gonzales SCALE 1" =1'-0' Date: 4/24/ I s tcE'T a OF 12 a T WALL GIs WALL LEW SEE at 15' O.C. DEfAILA as WW Minimum Edge Distance Nags at 16" O.C. (to.) Q .Sheathing fastener, as described in Note 1 Siding fastener, as described in Note 2 HardiePlanK Cemplank, Prevail Lap Siding IWater -resistive barrier per Florida Building Code Section 14042 j 5/8" thick / 5 ply APA rated plywood sheathing fastened in accordance with Florida Budding Code Section 2322.3 2" X 4" S4LF Wood Sbrds The wad and soffit frames are to be designed by the Architect or Engineer of Record in compliiancewith the Florida Building Code. pRODUL p'SCRIPTIO HardiePlank8l, Cemplanl®. & Prevan Plank Lap Siding materials S18"thick/ 5 plyAPA are nonasbestos fiberlmentproductstestedinaccordance withragedplywoodASTMC1186Gradeit, Type A and ing thaccords meeting the requirements of the n vvrtlt Florida Building Code Florida Butft Code Section 2322.3 P9 S.Pa 1p Watr;r4isisve Width Length Thickness barrierperFlorida sg.VZ 12' 5/16" sulding Code Section 14042 DELGM PRES_SU1 E RA ING N,, rX a" SP-F Installation Design Pressure Wood Studs Wood Studs -92 psf 1 Lap Siding Impad Res slant— i0 N AL li planks kwtaded over SN' truck / 5 ply 011 ' gam" 1 iW fan X 5n6" APA rated plywood sheathing tluck stanrr strip NAL?4 _'4 L 1 C K 4 41A_ 1.4LA Sl41NGJ STA4.A 1. All installation shall be done in oorrfomrance with this Notice of Acceptance,. the manufacb.uersinstallationrecommendations, and the applicable sections of the Florida Building Code. Wood studs where HardiePlank Cemptank, Prevail lap Siding will be installed shall be designed by anEngineerorAnthitectpertheFloridaBuingCodeandtherequirementsofthisMOANote1] 5/8" thick ! 5 ply APA rated plywood sheathing shall be attached to the studs in accordance with Florida Building Code Section 2322.3. planks shall be applied horizontally commencing from the bottom course of the wall with 1-1W Wde laps at the top of the plank such that the exposure area of each plank is s 8- W vertically. p4ote 2] The siding fastener shall be a 2-UZ long, o2=' head diameter, 0.092" shank diameter, corrosion -resistant siding nail; The siding is fastened s &1/4" O.C. vertically and 16" O.C. horizontally; fasteners are driven into wood studs through 518" thick! 5 ply APA rated plywood sheathing. fastenersareplacedintheoverlappingareaapprc4matey3Wfromthebottomedgeoftheoverlappingplank Vertical joints shad be placed over studs. The planks shad be installed over 5/8" thick 15 ply APA rated plywood sheathing supported by a minimum of Z%4" S4%F wood studs spaced a maximum of 16 O.C. Fasteners shad have a minimum edge distance of 3W. Creator. E. Gonzales HARDIEPLANK, CEMPLANK. PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, fm 10901 Elm Avenue Fontana, CA 92337 A I 1 PNL-PLKSOFF Date: 4/24=13 I MEET S OF 12 Fastener Spacing per Florida Budding Code Section 2322.3 0.75n PRoiDi crRE zM 000ipr •4t waxigs e i r&2 5in. moo. Aoe aC ad I , A NOMINAL 7 X 4" S-P-F WOOD STUDS 16' O.C. FASTENED WTCH :3.-1/2.16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEATHING ' NOMINAL 51&' THICK / 5 PLY APA RATED PLYWOOD SHEATHING'FASTENED IN ACCORDANCE WITH FLORIDA BUILDING CODE SECTION 2322.3 C-MN-MN--0 PLANKS.OVERLAP 'I-lW THE EXPOSURE IS 9*-1/4" THE PLANKS ARE FACE NAILED WITH 2-1/r LONG, 0223" HEAD DIAMETER, 0.09T SHANK DIAMETER, CORROSION - RESISTANT SIDING NA)LS,•PLACED 3/4' UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION I. Fastener Spacing per Florida I Building Code Section 2322.3 in. O Cladding Fr rnmg Sheawna I list = No. i21 STATE OF AedmCord S/0NaL' FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION ZN dKLOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPLANI(, CEMPLANK, PREVAIL LAP SIDING INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Ina it - up10901 Elm Avenue Fontana, CA 92337 Phone: 909.356-6300 fova NO Fax 909- 427-0634 A PNL-PLK-SOFF 1 Creator. E Gonzales SCAM 1• =1'-V Dare: 4124/2013 S M 6 OF 12 ALL LEN' Stud Spacing at 161 O.C. SEE k OR Q 9 P—M—F ro—N DETAILA HardiePlank(li, CemplankS. and SWUick/SplyAPA Prevail®Plank Lap Siding materials Wed plywood we nonasbestos fiber -cement products tested in accordance with ASTM Cl 186 Grade 11, Type A and mew StudstD as descrbW in Note I meeting the requirements of the Florida Building Code. Sao ids WALL LONSbarrierWFtividaaLAN_KQlI@AL HEIGHT I Hpep;a eao-7 SuBft Code Width Length Thickness Section 14042 S 9-1/7, 12' 5/161! UY '3" i U 1 20ga,3-51TXI-w POLIGAEUSir R mNQ t -LM-A— Maui C-SW Installation Design Pressure bi Itip l- Kar&ePWik Metal Studs 92 psf B preVail Lop Siding impact Resistant - 77. 314PWinimumEdgeDistanceNagsatlapO.C. (typ.) 1-1 1W4' 1211 x 50160 Planks installed over 5/8" thick 5 ply NIB UY= k starter Strip APA rated plywood sheathing RQIF LAN&_PE-M .P-L-A-U&-P—RWALIA-P.0-DALG-LhLS-TA-U--MQbLQUAIJ,% All installation shall be done in conformance with this Noticd of Acceptance, the manullacturer's installation Sheathing fastener, as recommendations, and the applicable sections of the Florida Building Code described in Note I Metal studs where HardlePlank, Cemplank, Prevail Lap Siding will be installed shall be designed by an PRt9x) C[ a ,*Ism Engineer or Architect per the Florida Building Code and the requiremeft of 11-Als KOA bativly; es " da inmid& ENote 1] SW thick 16 ply APA rated pty%wod sheathing shall be attached to metal studs at 6,0c; at panel Co.& A IAAfflwnl is. 0W. 4 Siding fastener, il as edges and all intermediate supports using a No.8-18, 0.3164 head diameterx 1-1/W long bugle head screw Planks shall be applied horizontally commencing from the bottom course of the wall with 1-1/4 wide laps at RogmewnINNii. described in Note 2 the top of the plank such that the exposure area of each plank is:5 SAW vertically. a. The fastener bd No. 8-18, 0.315" head diameter X 2-1W long• bugle head 1INote21sidingshallaminimumI` klaei Coed screw over metal studs ror screw shall have at least 3 full fastened -- 5 8-11N'O.C. vertically and 16* O.C. horizontaltr, fastenerssing aredrivenintometalstudsthroughSW Cemplank, thick 15 ply APA rated plywood sheathing, fasteners are placed in the overlapping area appriaidmately 3/4* Prevail Lap Siding from the bottom edge of the overlapping plank. Vertical joints shall be placed over studs. The planks shall be installed over SW thick / 5 ply APA rated plywood sheathing supported by a minimum Water -resistive' vv. barrier per Florida 209a. Nominal 3-W'X I -SW Metal C-studs spaced a ma)dmurn of WO.C. Fasteners shall (rave a minimum edge distance of 3W. Building Code Sicdon 1404.2 HARDIEPLAN4 CEMPLAN4 PREVAIL LAP SIDING SW thick 6 ply APA rated INSTALLATION DETAILS MErAL STUD CONSTRUCTION plywood sheathing fastened to James Hardie Building Produce, Inc. metal studs as described in 10901 Elm Avenue Note 1 Fontaine, CA 92337 20ga, 3-W X I-W Metal 0-6tW Phone: 909-356-6300 awe FSCM No ova NO The wall and soffit frames are to be designed Fax 909-427-0634 A PNL-PLK-SOFF by the Architect or Engineer of Record in compliance with the Floejda Building Code. Creator E Gonzales SCALE Date: F4WW13 ;;;T7OF12 16.00in. I I 0.75in i&1ItFjw;& T Hr 09k rood NOMINAL 20 GAUGE 3-5/8" X 1-0/8" STEEL STUDS 16" O.C. FASTENED WITH SW LONG RIBBED BUGLE HEAD SCREWS (2 PER TOP AND BOTTOM CONNECTION) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE SHEAT-Wq NOMINAL 50THICK! 5 PLY APA RATED PLYWOOD SHEATHING TO METAL STUDS AT 8" OC AT -PANEL EDGES AND ALL INTERMEDIATE SUPPORTS USING A NO.8-18, 0.316, HEAD DIAMETER X 1-IW LONG BUGLE HEAD SCREW Cl &p_DJ G PLANKS OVERLAP 1-'IW THE EXPOSURE IS s 8-114" THE PLANKS ARE FASTENED WITH NO.8-18, 0.315` HEAD DIAMETER X 2-IW LONG CORROSION - RESISTANT RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 FULL THREADS PENETRATING THE METAL FRAMING), PLACED 314" UP FROM THE BOTTOM EDGE OF THE PLANK AT EACH STUD LOCATION in. OCr—i / Cladding I Framing I 00!nT OC I Sheathing caft + 1213TATE RenalC a{ OF = ONALI'tV, 3 FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIEPLANK, CFMP[ANK, PREVAIL LAP SIDING INSTALLATION DETAILS METAL STUD CONSTRUCTIONk1ra• James Hardie Building Products. I= 10901 Elm Avenue I s Fontana. CA 9=7 Phone: 909-356-M F"NO 0wa No Fax 909-427-0634 A PNL-PLK-SOFF Creator. E.Gon2ale5 scue 1' =1'-0' Date: 4I24120I3 sHM $ OF 12 WALL I—. DE qL A B WALL LD fGTH SEE &O-D MPE-AC—OLME-09 Stud Spacing at 15' O.C. DETAIL A HardieSoffit® & Cemsoffi* materials are nonasbestos fiber -cement products tested in accordance with ASTM C1186 Grade Il, Type A F--- i- s--r--^. ;-- - - — - + and meeting the requirements of the Florida Building Code. 3/8" Minimum i'i SOF IZDIMENSION$ I i. 2"X4"S-P-F Width Length Thidmess Wood Studs 4' 8' 1/4" l_G_tkt_&E SSURE-8k- UM i Fard eSofrit, Installation Design Pressure i Cemsoffit Wood Studs 70 psf REMML Distance NailsREVISMat4" O.C. (tyP. REvt b ; g am BaRft widlmeFloti t CWk xor3,o o t sr 8'' j rce rw offiffastener, as escribed in Note 1 HardieSoffO, Cemsoffrt Minimum 2" X 4" S-P-F Wood Studs The wall and soffit flames are to be designed by the Architect or Engineer of Record In compliance with the Florida Building Code. W4 p 2 No. STATE OF ss/Ot4AL k!EtMR IEF E--=M-S-o_ TA 1- ->- L's ---- AD installation shall be done in conformance with this Notice otAxeptance, the manufacturer's ctstabdon recommendations, and the applicable sections of the Florida Building Code. wood studs where HardieSoffit, Cemsoffit will be insb bled shall be designed by an Engineer or Architect per the Florida Building Code and the requirements of the V.OA The soffit shall be installed over minimum Z%#' S P-F wood studs spaced a maximum of 16" O.C. Note 1] The soffit fastener shall be a V long, 0.223" head diameter, 0.09Y shank diameter, corrosion resistant siding naik the fasteners shall be spaced at4" O.C. at panel edges and intermediate studs; the fasteners shall be driven into wood studs locked at 16" U.C. Fasteners shall have a minimum edge distance of 30 and a rnutimum clearance of 2" from comers. Creator. E Gonzales HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Inc. 109D1 Elm Avenue Fontana, CA 92337 svf FSCM M A SCALE 1W 1'-0" DWG ND REV PNL-PL"OFF 1 Date: 4r24t=13 s-EU a OF 12 4.001 PeobilC: SEVLS • aaxprr Al teA • Vibe % Ala I , 07 or• •ri.saooQDe r. i 7 MG i PtinA N Coeloi • By flade Pn tlaQ Coe ei • FRAMI NOMINAL 2" X 4" S-P-F WOOD STUDS 16" O.C. FASTENED WITH 3-1Z 16d COMMON NAILS (2 PER TOP AND BOTTOM CONNECTION) • THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CLADDING THE SOFFIT IS FASTENED WITH 2• LONG, 0223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION RESISTANT SIDING NAILS, PLACE NAILS 4" O.C. AT PANEL EDGES AND INTERMEDIATE STUDS Cladding Framing- V1 21 ` 0 STATE OF il/1n n1 •``I..l . FOR METALAND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESE LOADS) HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS WOOD STUD CONSTRUCTION James Hardie Building Products, Ina 10901 am Avenue Fontana, CA 92337. Fax 909.427-0634 A PNL-PLK-SOFT 1 Creator. E. Gonzales SCALE 1"= V-0" Date: 4242013 s103-7 10 OF 12 ALL LENGT 1 —+ SEE i PfRO_D_iJ_CT DES_CRIP7 Qt HardieSotfi* • Cemsoffit® materialsStudSpacingat16" O.C. DETAILA s L I I are rwnasbestos fiber -cement products l I •1 i i yNALL iEIGHT'i i i, iI IE Nails at 6" O.C. (typ• 3/8' Minimum Edge Distance fastener, as ribed in Note 1 HardieSoffk Cemsoffit t .- - ,.,— LC - Stud The wall and soffit frames are to be designed by the Architect or Engineer of Record in compliance with the Flodda.Building Code. 11 tested in accordancevnthASTM C1186 Grade 11, Type A and meeting the requirements of the Florida Building Code. 20p, 3.518" X 1-518- SK L AbMM 1 C sled Width Length Thickness 4' 8' '/." Hae* Soffit DE_S_IGN PaFCS_l RAT1NCt Cemsoffit installation Design Pressure Metal Studs -55,f C LQN B-B PRODUCrREVISkD PaOD Wr WANDwS es oaapl gg wilb teri7otidR tis r S,t&n r3 r3r1• 0. 127 Aax rse l0 STATE OF rw erec o+ r o 4 C40 ra Al 2 s_Y—F[LP F Li 4ST_.U-&1j0..Q-F-T- 9-S ~ =•ANAL EN ,r,+' AO installation shall be done in conformance with this Notice ofAcceplan ,tWbfAufatdtlrees installation recommendations, and the applicable sections of the Florida Budding Code. Metal studs where HardieSoft Cemsoffit will be installed shall be designed by an Engineer or Ardiitect per the Florida Building Code and the requirements of Oft N.O.A The soffit shall be installed over minimum 20ga, Nominal 3.5/8" X 1-50 Metal C-studs spaced a maximum of 16" O.C. Note 1] The soffit fastener shall be a minimum No_ 8-18, 0.316'head diameter X 1-1/4' long' ribbed bugle head screw ('or screw shall have at least 3 full threads penetrating metal • framing) -, the fasteners shall be spaced at 6" O.C. art panel edges and inwrmediate studs; the fasteners shall be driven into metal studs located at 16" O.C. Fasteners shall have a minimum edge distance of 3/8" and a minimum clearance of 2° from b+ omers. HARDIESOFFIT, CEMSOFFIT PANEL INSTALLATION DETAILS METALSTUD CONSTRUCTION James Hardie Building Products. Inc, 10901 Sim Avenue Fontana, CA 92337 7 Phone. 909.3b6.6300 s FSCM NO Dm wo REv Fax 909-427-0634 A PNL,PLKSOFF 1 Creator S-Gonzales. so+u.E 112"= ram Date:4n42013 ISIGEr 11 OF 12 . o.uum. 4 Cladding Framing j001—r' PILCDt=REVISED aCp jigMllll bii [' 9 deg Cone mlyiog v die ir7aids f„,uii 1 661 I• • ..r liro area.+ $ - PMoftct I SSrOr a4 FRAWQ NOMINAL 20 GAUGE 3-M" X 1-W STEEL STUDS 16" O.C. FASTENED NTH 5/8• WAFER HEAD SCREWS (2 PER TOP FOR METAL AND WOOD STUDS, PROVISIONS FOR DIAPHRAGM ACTION AND GRAVITY LOAD ARE AND BOTTOM CONNECTION) ' NOT PART OF THIS APPROVAL (MUST PROVIDE ALTERNATE PROVISIONS FOR THESIS LOADS) THE WALL AND SOFFIT FRAMES ARE TO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD IN COMPLIANCE WITH THE FLORIDA BUILDING CODE CLADDING_ HARDIESOFFIT, CEMSOFFIT PANEL THE SOFFIT IS FASTENED WITH NO. B-18, 0.315" HEAD INSTALLATION DETAILS METAL STUD CONSTRUCTION DIAME l k: X 1-1/4' LONG CORROSION RESISTAN 'RIBBED BUGLE HEAD SCREWS (SCREW SHALL HAVE AT LEAST 3 .lames Hartle Building Products, Inc. FULL THREADS PENETRATING THE METAL FRAMING), PLACE 10901 Elm Avenue SCREWS 6" O.C. AT PANEL EDGES AND INTERMEDIATE popSTUDS Fontana, CA 92337 Phone: 909-356.6300 SIZE FSCM o °wc N. REV Fax 909.427-0634 A PNL-PLK-SOFF ! CreaLDr. E. Gonzales SCALE 1" =1-0" Dabe:4242013 SST 12 OF 12 4/28(2017 Florida Building Code Online r; G=e..1.1i<:1 R `r" •• _ J • i. 'u' .. ,' a,'nl/"'!.. 1',,IF`II ' ' I: :C.F:r 1r-:..•`. I•,: '; t'( r.• —•;j., L!..o ., ._,, i•.. <'!' "'y,,' `•.' ' ,,, //,I: y}!,1..7 '' w•i4'L, 'i--.-•:C.LL.%rr: ''r 'i .: .• : : __'t:... sir lr.:`. .•`.• ' ..''•' ., ,'•:, r C• .... w.r-+..eav,.:.CYW Ir11 iI •, • r • I SCIS Home ( Log In I User Reglslntlon Hot Topla submit Surcharge I Stats !1 fads Publlcatlons feC Staff ` SCIS Site Map Links search Fb rich ( eb Product Approvald, useR: Public user Product Aeoroval Menu > ProNxt or Aoollatlon Search > Anolication U > Application Detail az 'r•('•'-i' t if'r•. 1L qt 7.1 IkA.4 : 4.1 FL # FL12194-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Aluminum Coils, Inc. S001 West Knox Street Tampa, FL 33634 813) 249-9743 grahman0aluminumcolisinc.com Gareth Rahman grahmanC@aluminumcollsinc.com Paul Frost S001 West Knox Street Tampa, FL 33634 813) 249-9742 PFrostoa luminumcol Isinc. com Quality Assurance Representative Address/Phone/Email Category Panel Walls Subcategory Soffits Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer s 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 L Validation Checklist - Hardcopy Received Certificate of Independence FLi2194 R3 COI ALCIS001 Evaluation Report 2014 FBC 04 T4 Sofflts.odf Referenced Standard and Year (of Standard) Standard Year AAMA 1402 1986 Equivalence of Product Standards Certified By Sections from the Code r https•JMrww.floridebuilding.orgtpr/pr app dtl.aspx?param=wGEVXQwtDquk24AUC%2fEHMrNrkL4bysALEZSXMjsXSGEO%2f1CXzYpyxA%3d%3d 1/2 4/28I2017 Florida Building Code Online Product Approval Method Method L Option D Date Submitted 08/27/2015 Date Validated 08/28/2015 Date Pending FBC Approval 09/04/2015 Date Approved 10/16/2015 Date Revised 04/05/2017 FL # Model; Number or Name Description . ""' 12194.1 Alumunum Coils Aluminum Soffit Aluminum soffit panels Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FL12194 R3 II ALC15001 Evaluation Reoort 2014 FBC 04 T4 Soffits.odf 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 Party: Yes OWN FEW - Contact Us :: 2601 13la1r Stone Road. Tallahassee FL 32399 Phone: 8S0-4117.1824 The State of Florida is an AA/EEO employer. Coovtieht 2007-2013 State of Florida.:: Privacy Statement :: Amssibllity Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity, instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.139S. *Pursuant to Section 4SS.275(t), Florida statutes, effective Odd" 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 here_. Product Approval Accepts: f ht_ 0 Credit Card Safe httpsJ/www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXOwtOquk24AUC%2tEHMrNrkL4bysALEZSXMjsX5GEO%2f1CXzYpyxAa/o3d%3d 2/2 CREEK TECHNICAL SERVICES, LLC Certificate of Authori2ation No. 29824 17520 Edinburgh Dr Tampa, FL 33647 813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5r" EDITION (2014) Manufacturer. ALUMINUM COILS, INC. Issued August 27, 2015 5001 West Knox Street Tampa, FL 33634 813)249-9743 www.alumlnumcoilsinc.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 Certified Testing Laboratories (TST1577) CTIA 1847W AAMA 1402 Certified Testing Laboratories (TST1577) CTLA 2076W AAMA 1402 PRI Construction Materials Technologies (TST5878) ACIX-003-02-01 AAMA 1402 PRI Construction Materials Technologies (TST5878) ACIX-003.02-02 AAMA 1402 LIMITATIONS Year 1986 1986 1986 1986 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 manufacturers 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 614320-3. 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 0.0194nch 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. NMCREEK TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION ALUMINUM COILS, INC Soffits 16" 04 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit in?, provided in 16- Inch sections. The reported net free ventilation areas are 22.3 in AMA for the 'full vent' configuration and 11.1 in2/lin.ft and for the 'center vent' configuration. See Appendix D for dimension drawings. iir ngL wmr 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 in2Ain.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 State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC COMPLIANCE STATEMENT ALUMINUM COILS, INC Soffits The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5(' Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. PRY '' R ,p,'i 2015.08.27 No 74021 07:05:0.0 ro 04'00' STATE OF : 44 O. 4 5 O R O P ` Zachary R. Priest, P.E. Florida Registration No. '''•S NA?` 021 Organization No. ANE96 1 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. CREEK TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1710.9.4. 2. Refer to LimiTATioms; and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project 7. Typical fastening details are as follows: a. 12' T4 Soffit —12-inch o.c. Fastener Fastener Location Location b. 12' T4 Soffit — 44nch o.c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16' 04 Soffit —16-inch o.c. Fastener Fastener Location 1 L on ALC15001 FL12194-R3 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. P Fastener Localtion Fastener Fastener ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-ft Approved Systems for 12-Inch Overhang with F-Channel 12J-# Approved Systems for 12-inch Overhang with J-Channel 16F-# Approved Systems for 164nch Overhang with F-Channel 16J-# Approved Systems for 164nch Overhang with J-Channel 24F7 Approved Systems for 244nch Overhang with F-Channel 2NA Approved Systems for 244nch Overhang with J-Channel Appendix A Approved Systems for 124nch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width PSI) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment Max. One (1) min. 3/84nch head dia, nail. One (1) min. 3/8 x 3/84nch One (1) min. 1 3/4-inch long x 12F-1 164nch Wood min. 1.25-inch embedment spaced Wood crown staple spaced 16anch 0. 0724nch dia. x min. 3/16- t40. 0 24- inch o.c. o G inch head dia. trim nail spaced 364nch o.c. Max Three (3) min. 3/44nch x 1/4-Inch One (1) min 3/4-Inch x 1/44nch One 0) min.1 3/44nch long x 12F- 2 164nch Wood awn staples in diamond pattern Wood crown staple spaced 84rich o.c. 0.0724nch dia. x min. 1/4-inch 48 spaced 244nch o.c. and securing each panel lap head die. 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 3/44nch x 1/44nch One (1) min. 1 3/4inch long x 0. 072-inch dia. x min. 1/44nch 48 16- inch spaced 8-inch o.c. crown staple spaced 8-inch o.c. head dia. trip nail spaced 48- 64.2 and securingeach panel lap inch o.c ALClS001 FL12194-R3 Page 2 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 ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 12-inch overhang with J-Channel Wall Connection Eave Connection System Panel MDP No. Width psi Substrate F-Channel Attachment Panel. Attachment Substrate Panel Attachment Fascia Cap Attachment Three (3) min. 3/4- inch x 1/4-Inch crown One (1) min. #8 x 1/2-inch One (1) min 3/44nch x One (1) min. 1 3/44nch long x 12J-1 Max Wood staples in diamond long x head diameter Wood 1/4-inch crown staple 0.0724nch dia. x min. inch 48 16-inch pattern spaced 24- spacedscrewspaced 16-inch o.c. spaced Binh oxc . thatheaddia. trip nail spaced 48- spaced 64.2 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. 1/4-inch crown x One (1) min. 1.75-inch x 16F-1 M Masonry One (1)14 ga. long T Wait W 14nch leg staples spaced max 0.0724nch diameter finishing nail with min. 3/16- 353.312-inch spaced max 8-inch o.cmax8-in 4-inch o.c. and securing each inch head spaced panel lap 12-Inch o.c. Three (3)18 ga.1/4-inch crown x 1- One (1)18 ga. 1/44nch crown x One (1) min. 115-inch x 0.0724nch diameter 16F-2 Max 12-inch Wood inch leg staples in diamond patterndpatt Wood 1-fnch leg staples spaced max 4-inch o.c. and securing each finishing nail with min. 3/16- 253.3 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.3/8-inch x 3/8-inch One (1) min.1 3/44nch long x 0.072 inch dia. x min. 16F-3 16 inch Wood 1.254nch embedment spaced 24- p Wood crown staple spaced 16 inch 3/164nch head dia. trim nail 5.6 Inch o.c O.C. spaced 364nch o.c. 16F Max. Wood Three (3) min. 3/44nch x 1/flinch staples in diamond pattern Wood One (1) min 3/4-inch x 1/flinch One (1) min. 1 3/4inch long x 0.0724nch dia. x min. 1/4- 27 16-inch spaced 244nch o.c. crown staple spaced flinch o.c. inch head dia. trip nail 36.1 Spaced 484nch oxG ALC15001 FL12194-R3 Page 3 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 dhanges 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 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. 16-inch Masonry One a. 5/8-inch Ilong T nail1 () 14 gspaced Wood 1-inch leg staples spaced 4- 0.072-inch diameter finishing nail with min. 3/16- t43.3 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. 1/4-inch crown x One (1) min. 1.75-inch x 0. 072-inch diameter 16F- 6 16- rnch Wood inch leg staples in diamond pattern Wood 1 ch leg staples spaced 4 inch o.c and securing each finishingnab with min. 3/16- t43.3 spaced 164nch o.c. panel lap inchead spaced 16-inch o.c. Approved Systems - for 164nch overhang with J-Channel Wall Connection Fave Connection System Panel MDP No. Width ps Substrate J- Channel Attachment- Substrate Panel Attachment Fascia Cap Attachment MaxThree 3) min. 3/44nch x 1/44nch One (1). min. 1 3r44nch 16J-1 164nch Wood crown staples in diamond pattern Wood One (1) min 3/44nch x 1/44nch long x 0.072-inch dia. x 23.5 spaced 244nch o.c. crown staple spaced•8-inch o.c. min. 1/44nch 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 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)18 ga.1/4-inch Nominal 1x2 crown x 14nch leg No.2 SYP staples spaced Three (3) 18 ga.1/4- anchored to 124nch mc, securing One (1)18 ga. 1/4- One (1) min. 1.754nch x Max. inch crown x 14nch rather with one each panel lap inch crown x 14nch 0.0724nch diameter 24F-1 124nch Wood leg staples in 2.25- Wood leg sspaced 8 finishing nail with min. 801-90 diamond pattern inch x x7 ring iOne ( 1) min. 1.754nch inch o.c. c31164nch head spaced spaced 164nch me shank shank nail x 0.0724nch diameter 12-inch o.c. 244nch o.c. finishing nail with min. 3/ 164nch head spaced 44nch o.c. One ( 1)18 ga.1/4-Inch crown x 1-inch leg NominaI. 1x2 staples spaced One ( 1) min. 1.5- No.2 SYP 124nch o.c securing 1/4- aOne (1)18 g. One ( 1) min. 1.754nch x Max inch x 11 ga. anchored to each panel lap inch crown x 1-inch 0.072-inch diameter 801 24F-2 124nch smooth shank ratter with one Wood leg staples spaced 8- finishing nail with min. 76.6 rodroofingofingnailspaced1) 7d x 2.25- One (1) min. 1.754nch inch c 31164nch 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. 3/ 164nch head spaced 44rrch 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. 1.754nch x Max One 1 1.4 ga. 5/8- anchored to each panel tap inch crown x 1-inch 0.0724nch diameter 80/ 24F312- inch Masonry inch long T nail rafter with one Wood leg staples spaced 8 finishing nail with min. 76 6 spaced84ncho.c. 1) 7d x 2.25- One (1) min. 1.754nch inch o.c 31164nch head spaced inch ring shank x 0.0724nch diameter 12-inch o.c. nail 244nch o.c. finishing nail with min. 3/ 164nch head spaced 44nch o.c. ALCIS001 F1.12194-113 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. CREEKIn 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 pso Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1)18 ga.1/4-Inch Nominal 1x2 crown x 14nch leg Not 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 14nch 0.0724nch diameter 24F-4 16-inch Wood leg staples in 1) min. 2.25- Wed leg staples spaced 8- finishing nail with min. 801 0 diamond pattern inch x ring One (1) min. 1.754nch inch o.c. and securing 3/164nch head spaced spaced 164rich o.c shankailshanknail x 0.0724nch diameter each panel lap 16-inch o.c. n finishing nail with min. 3/164nch head spaced 44nch o.c. One (1)18 ga.1/44nch crown x 14nch leg Nominal 1x2 staples spaced One (1) min.1.5- Not SYP 124nch o.c. searing 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 161nnch 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. 1.754nch inch o.c. and searing 3/164nch head spaced 164nch o.c. inch ring shank x 0.0724nch diameter each panel lap 16-inch o.c. nail 244nch o.c. finishing nail with min. 3/16-inch head spaced 44nch o.c. One (1)18 ga.1/4-inch crown x 14nch leg Nominal 1x2 staples spaced No.2 SYP 12.1nch o c. searing 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-inch 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 searing 3/164nch head spaced inch ring shank x 0.072-Inch diameter each panel lap 16-inch o.c. nail 244nch 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems.for•244nch overhang with J-Channel Wall Connection Center Connection Eave Connection System Panel MOP No. Width psi Batten J-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment Nominal Ix2 No.2 SYP scabbed between rafters with one (1) min 2 noh x 7d One (1) 18 ga.1/4anchNominal1x2 dr'g "k nagshank Crown x 14nch leg No.2 SYP anchored to Three 3 18 ga.1/flinch crowm she rater Into thmugh the rafter into the and staples spaced 12-Inch o.c. securingng 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 lap Wood inch crown x 1-inch x 0.072-Inch diameter finishing nail with min. 16012-inch 1) min. 2.25- inch x 7d ringring staples in diamond pattern spaced 16- min. 2.2Sinch x 7d g shank nails toe One 1 min.t 7Slnch 3/164nchlegstaplesspaced 8-inch O.C. head spaced shank nail inch O.0 nailed en x o.o72;nch diameter finishing nail with min. 12-inch o.c. 24-inch o.0 a at eacidehthebattenateach 31161nch head spacedbctin Intersection.. Max. 44nch o c rafter spacing Is 244ndr o.c. Nominal W No.2 SYP scabbed between ratters with one (1) min. 2.2SIneh x 7d One (1)18 ga.1144nchNominal1x2 9 shank I down x 1minch leg No.2 SYP anchored to Three 3 18 ga.1/4artch crown sbaigh4rialled through the rafter into the end staples spaced t2 I^ o.c. scanting One 1 18 a. I%- g inch crown x 1 inch One 1 nchmin. 24J-2 Max rafter with one x 14rich leg of the batten or two (2) each panel lap Wood leg staples spaced diameterx0.072-inch diameter finishing nail with min. 353.3164nch1min. 2.25. I staples in diamondP min. 2.2Sinch x 7d One (1) min. l.7Sinch 8-inch o.c, and 3116-inch heads dinchx7dring shank nail pattern spaced 16- inch o.c. ring shank na1s toenailedoneithersideof x 0.072-Inch diameterdiewit securing each pane! 164nch o.c. 24 inch O.C. the batten at each finishing nail min. 3h64nch head spaced lap bsection. tMintersection. Max 4-inch o.c rafter spacing Is 24-Inch 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. MCREEKImTECHNICALSERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B INSTALLATION Note - Refer to the APPRovED SYSTEMS section of this report for additional installation details of a selected system and maximum design pressures limitations. System No. I Installation Detail 12F-1 & 12F-3 min. 3/el hand dia. nail ,ith min. l): engag4mant(°or wood subst_ata) or min. 0.097• die. T-n%11 or stub niil with min. 5/8' engagement(:or venerate oi• b10 Y. eubytratro) . spaced as 110t0d above. ASCIA SLIP BOARD ASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) CHANNEL W=d conc--- or sbxkc k FASCIA LIP 1/4a STAPLE SOFFIT TO ASCIA BOARD #T5O 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 ALClSO01 FL12194-113 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail Lj n 4 ; SOFFIT STAPLE Din gy ArLIS DIAMOND PATTERN 3/4- X 1/4- ' DETAILCROWNSTAPLESvatiErvrriUSINGADIAMONDsTs PATTERN FACIA BOARD FASCIA CAP 12F-2 FACIA BOARD 8. 1 3/4- X 1/4- CROWNJ"S.S. STAPLE ON CENTER 1-3/4- TRIM NAIL P F- CHANNEL CAN BE INSTALLED WITH THE PAINTED SS. 48- FASCIA CAP O.C. NAILING FLANGE UP OR X 1/4- DOWN CROWN CROWN STAPLE SOS- max. 12-inch span WOODSOFFIT SOFFIT & FASCIArDETAIL ALC1SMI 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. 12J-1 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail 3/4- X 1/4- CROWN STAPLE -24- ON CENTER USING A DIAMOND PATTERN ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER t SOFFIT STAPLE DIST ' fi 'DIAMOND PATTERN FACIA BOARD ' a sr I DETAIL FASCIA CAP j 3/4- X 1/4- CROWN STAPLE 'S' ON CENTER wed toL with screwed co -soffit it' onelli ke x 2/2" x 3/8- bead 1-3/4- TRIM NNLJ paw S.S. 48- O.C. diameter screw, 16" c.c. WOOD OR BLOCK SUBSTRATE SOFFIT —max. 12-inch span 1-3/4' TRIM NAIL FACIA BOARD PAINTED S.S. FASCIA GAP 3/4- X 1/4- CROWN STAPLE SOFFIT & FASCIA DETAIL ALClSO01 FL12194-113 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail t t' TRIM RAIL FASCIA BOARDL, PACrtEO S S - FASCIA\ [AP SOFFIT tN' wo" STAPLE CPEN RAFTER FASCN BOARD NiJ:it1 L'T 16F-1 SOFFIT & FASCIA 16F-5 DETAIL FASCIA CAP. REFER TO SOFFFT i FASCIA DETAL P' [NAtOR:L SOFFIT: MAX. u' SPAN NASORIIYJ 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. CREEK TECHNICAL SERVICES, LLC 16F-3 No. I Installation Detail biin. 3/86 head dia. nail %LuLh min. la" ei9a_sm9nWor wood submratal or min. 0.0971 die. T-nail or stub nail with min. 5/an angagementtior concrete or block substrate?, Spaced as noted abovo. ASCIA SUP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) CHANNEL Wood, wncrote or Block wall FASCIA LIP 1 /4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" O.C. t—PAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC soffits Appendix B ALC15001 FL12194-113 Page 5 of 12 This evaluation report is provided for State of Florida pmduct 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 Lj n, `, SOFFIT STAPLE OPEN RAFTER 3/4• x 1/a• DIAMOND PATTERN DETAILCROWNSTAPLES USING A DIAMOND PATTERN FACIA BOARD i / FASCIA CAP 16F-4 3/4• X 1/4- CROWN FACIA BOARD 8' 1-3/4' TRIM NAIL STAPLE ON CENTER 1-3/4' TRIAL NAIL PAINTED S.S. F" CHANNEL CAN BE PAINTED S.S. 48' CAPINSTALLEDWITHTHEO.C. FASCIA NAILING FLANGE UP OR 3/4- X 1/4- DOWN CROWN STAPLE Sp_max. i6-:.nch span WOOD SOFFIT SUBSTRATE SOFFIT &FASCIA DETAIL ALClSO01 F02194-113 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS. INC soffits Appendix S System No. Installation Detail I t- TRIM NAILFASCIA BOARD PAINTED SS. FASCIA CAP soFFrc 1*4' CROWN STAPLE OPEN RAFTER FASCIA BOARD r)j• CROWN—\ STAPLES SOFFIT 8 FASCIA USING A OIAMO;m 16F-2 & PATTERN; REFER TO DETAIL SOFFTT STAPLE 16F-6 DIAMOND PATTERNSTAR FASCIA CAP; REFER TO SOffIT L FASCIA NAKNfI DETAIL 9- SOFFIT; MAX. TV SPAN WOOD/ SUBSTRATE SOFFIT STAPLE DIAMOND PATTERN ALCIS001 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 TECHNICAL SERVICES, LLC System No. I Installation Detail 16J-1 3/4- X 1/4- CROWN STAPLE -24' ON CENTER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE ALUMINUM COILS, INC Soffits Appendix B OPEN RAFTER n„ SOFFIT STAPLE GIST 'DIAMOND DIAMOND PATTERN QUAIL I r I r FACIA BOARD ` 1 i FASCIA CAP L 3/4- X 1/4- CROWN FACIA BOARD STAPLE 'B' ON CENTER 1-3/4' TRIM NAIL 1-3/4' TRIM' NAIL PAINTED SS. PAINTED S.S. 48' FASCA CAP O.C. 3/4' X 1/4' CROWN STAPLE SOFFIT -max. 16-inch span SOFFIT & FASCIA DETAIL ALC15001 F1.1219413 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 riot specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation -Detail 1 1' TRO1 NAIL FASCIA BOAfl0 PAINTED S.S 1'a (IONS STAPLES SOFFIT — FASCIA CAP USING A DIAMOND PATTERN; REFER TO raj' LROWN STAPLE S", STAPLE DIAMOND PATTERN DETAIL t j' TR01 NAIL FASCIA BOARD PAINTED S.S. SOFFIT b FASCIA 24F-1 & t DETAIL 24F4 raj' CROWN STAPLE FASCIA CAP; REfTIt o TO AIL FASCIAFAS/ \ DETAIL _ B Xminal rar STP 3iBjBattenAnchore0toSOFFIT; MAIL tl" 11F-[BA11N0. Rafters kag Sank A t = Rhg SI mA NA at ovary Rafter 1 W000 SI SiRATE \ / SOFFIT STAPLE DIAMOND PATTERN ALCISOO1 FL12194-R3 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G2O-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 ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I I- FRO, NAP FASCIA BOA" PAWiiD SS. 14- SMODTM SNAKK I FASCIA CAP ROOF MARS SOS, 1'31' CROWN STAPLE I TROIMAL FASCIA ROAM PAINTED S.S. SOFFIT & FASCIA 24F-2 & DETAIL 24F-5 raj- CROWN STALE FASCIA GP; REFER TO SOFFIT S FASCIA o OVAL Naaioal Tar sw F-(HANYa Bade° A"da to Ra/len -Oh am Id SOFFIT; IIAx :c- Rmq Shaok Nap at eery Railer waDD supsrRATE ALC15001 FL12194-R3 Page 10 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK M. TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail t }- TRIM NAL FASCIA BOARD PAINTED $S USA T-RAILS FASCIA CAP SOFFIT N' CROWN STAPLE 1 I- TM NAIL FASCIA BOA4D PAWED S.S. SOFFIT b FASCIA 24F-3 & DETAIL 2417-6 rah- CROWN STAPLE FASCIA CA a REFER TO SOFFIT t FASCIA DETAIL nor" ra2- SYP F•EMAYINEL Rattan Anchored to SOFFIT: MAX. 24' Rafters vith one Td Ring Shank Rtul at every Rafter MASONRY ALCI5001 F1.12194413 Page 11 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor.imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. M CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail NAZI, —FASCIA BOARD PAM1EVE0 SS. r,j• STAPLES FASCIA CAP USCIG A OIAR SOFFIT ToPATTERN: REFER TO ANIILEVEREO rtl CROWN STAPLE SOFFIT STAPLE RAFTERDIAY.OND PA CAR IonAIL FASCIA 80ARD SOFFIT FASCIA t TRt NAIL PAINTED S.S. DETAIL 24J-1 8 Tact- CRowu STAPLE 24J-2 FASCIA CAP. REFER TO SOFFIT 1 FASCIA oETAR. MIM-1 t"a? SYP DRAenR eeaaeen ana SOFFIT. lux. Tt- 1-CIIAN I uKabbedctow 1) 70teetnaortmone (t) To rRtp eNnR NF f11IDy0nipe0 aGh Me nnv Mra tus Out WOOD SUBSTRATE d Ns Wtkn a tao R) 7a eng Sri, ne@s too-nMod en eBhm time of the Dawn AI the bdenhe4a tntaeecUon SOFFIT STAPLE DIAMOND PATTERN ALCIS001 FL12194-R3 Page 12 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation. recommended use, or other product attributes that are not specifically addressed herein. CREEK 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 I, Il, 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-ftor less. 5. Topographic factors such as escarpments or hills have been excluded from the analysis. 6. Wind directionality factor, Ka = 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 3-ft. ALC15001 FL12194-R3 Page 1 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Design Wind Pressures for Soffits in Exposure B Building Type Zone Mean Roof Height ft . Basic Wind Speed in h 120 130 . 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 48.9 54.1 60 20.5 24.0 27.8 32.0 36A 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 30.7 353 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 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 1 23.5 26.4 29.4 1 32.5 50 12.5 1 14.7 1 17.0 1 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 1 15.4 1 17.8 1 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 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 C Design Wind Pressures for Soffits in Exposure C Building Type Zone. Mean Roof ' Heightft Basic Wind Speed mph) 120 130 140 150 160 170 180 90 200 Enclosed 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 U.3 602 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 48.4Positive 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 40 16.0 18.8 21.8 25.1 28.5 1 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 1 46.7 60 17.4 1 20.5 1 23. 1 27.2 31.0 35.0 1 39.2 43.7 1 48.4 ALCIS001 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. 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) 126 130 . 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 29A 34.5 40.0 45.9- 52.2 58.9 66.1 73.6 81.6 50 30.6 35.9 41.6 47.8 54.3 61.3 68.8 76.6 84.9 60 31.5 37.0 42.9 49.3 56.1 63.3 70.9 79.0 87.6 Negative Loads) 5 20 32.1 37.7 43.7 50.1 57.0 64.4 72.2 80.4 89.1 25 33.3 39.1 45.3 52.0 59.2 66.8 74.9 83.4 92.4 30 34.5 40.4 46.9 53.8 61.3 69.2 77.5 86.4 95.7 40 36.2 42.5 49.3 56.6 64.4 72.7 81.5 90.9 100.7 50 37.7 44.3 51.4 58.9 67.1 75.7 84.9 94.6 104.8 60 38.9 45.7 53.0 60.8 69.2 78.1 87.6 97.6 108.1 Enclosed 4 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 Positive Loads) 5 20 16.7 19.5 22.7 26.0 29.6 33.4 37.5 41.7 46.3 25 17.3 20.3 23.5 27.0 30.7 34.7 38.9 43.3 48.0 30 17.9 21.0 24.3 27.9 31.8 35.9 40.2 44.8 49.7 40 18.8 22.1 25.6 29.4 33.4 37.8 42.3 47.2 1 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 1 54.4 60 20.2 23.7 27.5 31.6 35.9 40.5 1 45.4 50.6 1 56.1 ALC15001 FL12194-113 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. sue - ---- --r- - ---- - - -- - -- - CREEK TECHNICAL SERVICES, LLC 318" F-Channel 3/8" J-Channel ISOMETRIC VIEW 3/I" PROHLE 40METRIC WEk 3/C 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4"' 7/8" 1 1/8" HEM T 6"FASCIA 7" BLANK 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. CREEDinTECHNICALSERVICES, LLC 16A Q4 Soffit 10' BLANK 3 / 8 PROFILE 2.625 REF. 50 TIM 25 7W. a', T. DDDOD0 DODO OODDDD D0DD0 DODODD DDaDD MIY l MO P171f Y f 111 1`1 C1 panrra rDP1 D N SWE DrAtCIIOM nS RIB) ALUMINUM COILS, INC Soffits Appendix D ALC15001 FL12194R3 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit 3 1/8" 7/8" 3 1/8' 7/8" S/16' 1/2' 1/2" 112' 1/8" 3/8' 13.7S" BLANK 3/8" PROFILE MS rU. SO 'np. rn. ALUMINUM COILS, INC Soffits Appendix D DIDODDD DDDDD DDDDODn DDDDD 0 DDDDD DDDOD Ivor I Wom nm"i r n I s u n END OF REPORT ALC15001 FL12194-R3 Page 4 of 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 Certi ca[e 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) CTIA 2076W AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-M AAMA 1402 1986 PRI Construction Materials Technologies (TST5878) ACIX-003-02-02 AAMA 1402 1986 LIMITATIONS 1. This report Is not for use in the HVHZ. 2. Design wind loads shall be determined in accordance with FBC Section 1710.9.4. 3. Soffits shall be labeled in accordance with FBC Section 1710.9.2 and 1710.9.3. 4. Installation of the evaluated products shall comply with this report, the FBC and the manufacturer's published application Instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant Installation detail shall prevail. 5. Installations shall meet the minimum ventilation requirements of FBC section 1203.2. 6. Field fastener withdrawal may be required by the AHJ for confirmation of existing substrates. All data shall be reviewed by a qualified design professional to ensure the fastener withdrawal meets or exceeds the minimum load resistance for the project requirements. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. 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. CREEK ALUMINUM COIF, INC Softies 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. 12" T4 Soffit Preformed nominal 0.0135-inch thick, 3105 H-14 aluminum soffit ffels 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 in2Ain.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. 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 51" EdiUon (2014) as evidenced in the referenced documents submitted by the named manufacturer. R. No 74021 • r STATE OF O lotltttl% CERTIFICATION OF INDEPENDENCE 2015.08.27 07:05:00 04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial Interest In any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest In any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 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 FL12194-113 Page 3 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 Im TECHNICAL SERVICES, LLC APPROVED SYSTEMS ALUMINUM COILS, INC Soffits Appendix A The following notes shall be observed when using the assembly tables below. 1. Maximum Design Pressures (MDP) were calculated using a 1.5:1 margin of safety per FBC Section 1710.9.4. 2'. Refer to LimrrnnoNs and sections of this evaluation when using the table(s) below. 3. Refer to INSTALLATION section of this report for installation detail when the information is not explicitly stated for the selected assembly. 4. The on -center (o.c.) spacing given is the maximum allowable attachment spacing for the rated system. 5. Unless otherwise specified, the Wood substrate shall be minimum No. 2 SPF (S.G. = 0.42) 2x lumber. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project. 6. Unless otherwise specified, the Masonry substrate shall conform to ASTM C 90. Substrate attachment shall be designed by others in accordance with FBC requirements to meet the minimum design requirements for the project 7. Typical fastening details are as follows: a. 12" T4 Soffit —12-inch o.c. Fastener Fastener Location Location b. 12" T4 Soffit — 44nch o.c. Fastener Fastener Fastener Fastener Location Location Location Location c. 16" 04 Soffit —16-inch o.c. Fastener Fastener Location Location ALC16001 FL12194-R3 Page 1 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 d. 16" Q4 Soffit— — 84nch o.c. Fastener Ltxatinn r Fastener Fastener Location Xl ALUMINUM COILS, INC Soffits Approved System Numbers and Definitions 12F-# Approved Systems for 124nch Overhang with F-Channel 12J Approved Systems for 124nch Overhang with J-Channel 16FApproved Systems for 164nch Overhang with F- Channel 16J-# Approved Systems for 164nch Overhang with J-Channel ZIF4 Approved Systems for 244nch Overhang with F-Channel 24Approved Systems for 24-inch Overhang with J-Channel Appendix A Approved Systems for 12-inch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width psf) Substrate F-Channel Attachment Substrate Panel Attachment Fascia Cap Attachment Max' One (1) min. 3/8-inch head dia. nail, One (1) min. 3/8 x 3/84nch One (1) min. 1 3/4-inch long x 12F-1 164nch Wood in. 1.254nch embedment spaced Wood crown staple spaced 164nch 0.072-inch dia. x min. 3116- t40 0 24-inch o.c. o c inch head dia. trim nail spaced 36-inch o.c. Max. Three (3) min. 3/4-inch x 1/4-Inch One (1) min 3/4-inch x 1/44nch One (1) min. 1 3144nch long x 12F-2 16 inch Wood crown staples in diamond pattern Wood crown staple spaced 8-inch o.c. 0.072-inch dia. x min. 1/4-inch 48 spaced 24-inch o.a and securing each panel lap head dia. trip nail spaced-48- 2 inch o.c. 12F-3 Max Masonry One (1)14 ga. 5/8Inch long T nail W One ( 1) min 3/44nch x 1/44nch One (1) min. 1 3/44nch long x 0. 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. ALC15001 FL12194-R3 Page 2 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. Q 11111111CREEK 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 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 head diameter W 1/44nch crown staple inch dia. x min. 4. 164nch pattern spaced 24- spacescrewspaced 164nch o.c. spaced 8-inch o.c.. head dia. trip nail spaced 48- head spaced 64.2 inch o.c. connecting soffit to J-channel Inch o.c. Approved Systems for 164nch overhang with F-Channel Wall Connection Eave Connection System Panel MDP No. Width PSI) Substrate F-Channel Substrate Panel Attachment Fascia Cap Attachment Attachment One (1)18 ga. 1/44nch 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. 3116- t53.3 12 inch spaced max. 84nch o.c. 44nch o.c. and securing each inch head spaced panel lap 12-inch o.c. One (1)18 ga. 1/44nch crown x One (1) min. 1.75-Inch x Max Three (3)18 ga.1/44nch crown x 1- 1-inch leg staples spaced max 0.072=inch diameter 16F-2 12-inch• Wood inch leg staples in diamond pattern Wood 4-inch o.c. and securing each finishing nail with min. 3116- 153.3 spaced 164nch o.c. panel lap inch head spaced 12-Inch o.c. Max One (1) 3/64nchhead dia. nail, min. One (1) min 3/84nch 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 525.6 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 Max. Wood crown staples in diamond pattern Wood One (1) min 3144nch x 1/44nch x 0.0724nch dia. x min. 1/4- 27 164nch spaced 244nch•o.c. crown staple spaced 84nch o.c. inch head dia. trip nail 36.1 spaced 454nch o.c. ALC15001 F1.12194-113 Page 3 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 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 0.072-Inch diameter 16F-5 Max. Masonry One (1)14 ga. 5/84nch long T nail Wood 14nch leg staples spaced 4- finishing nail with min. 3/16- 243.3164nchspaced84ncho.c. inch o.c. and securing each inch head spaced panel lap 16-inch o.c. Three (3) 18 ga.1/44nch crown x 1- One (1)18 ga. 1144nch 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- 43.3 spaced 16-inch 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 16J-1 Max. Wood Three (3) min. 3/44nch x 1/44nch crown staples in diamond pattern Wood One (1) min 3/4-inch x 1/4-inch 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 41.4 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 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. CREEKININ TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems.for 24-inch overhang with F-Channel Wall Connection Center Connection Eave Connection System Panel MDP No. Width psi) Substrate F-Channel Attachment Batten Panel Attachment Substrate Panel Attachment Fascia Cap Attachment One (1)18 ga.1/44nch Nominal 1x2 crown x 14neh leg No.2 SYP staples spaced Three (3)18 ga.1/4- anchored to 124nch o.c. securing One (ga. One (1) min. 1.754nch x 24F-1 Max. Wood inch crown x 14nch leg staples in rafter with one each panel lap Wood inch crrownows x 1-innchinch 0.0724nch diameter finishing nail with min. 801-90124nch diamond pattern 1) min 2.25- One (1) min. 1.754nch leg staples spaced 8- 31164nch head spaced spaced 164nch o.c. inch x 7d ring shank nail x 0.0724nch diameter inch o.c. 124nch o.c. 24-inch o.e. finishing nail with min. 31164nch head spaced 44nch o.c. One (1)18 ga.1/44nch crown is linch leg Nominal 1x2 staples spaced One (1) min. 1.5- No.2 SYP 124nch o.c. securing 1/4- One (1)18 ga. One (1) min. 1.754nch x Max inch x 1 t ga. anchored to each panel lap inch crown x lanch 0.0724nch diameter 80/ 24F-2 12anch Wood smooth shank rafter with oneraft Wood leg staples spaced 8- finishing nail with min. 78.8 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 124nch o.c. nail 24-urch o.c. finishing nail with min. 31164nch 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 g1/4- a. One ( 1) min. 1.754rich x Max One (1)14 ga. 5J8- anchored to each panel lap inch crown x 1-inch 0.0724nch diameter 80/ 24F 124nch Masonry Masonry inch long T nail rafter with one Wood staples spaced 8- finishing nail with min. 76.6 spaced8-inch o.c. 1) Td x 2.25- One (1) min. 1.75-inch inch o c. 3N64nch head spaced inch ring shank x 0.0724nch 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 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC ALUMINUM COILS, INC Soffits Appendix A Approved Systems for 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 gown x inch 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. 1.754rx:h x inch crown x linch rafter each panel lap inch crown x 14nch 0.072 nch diameter 24F-4 164nch Wood leg staples in mini 2.25- Wood leg staples spaced 8- finishing nail with min. 80/-60 diamond pattern Inch x 7d ring One (1) min. 1.754nch inch o.c. and securing 3/164nch head spaced spaced 16-inch o.c. shank nail x 0.0724nch diameter each panel lap 164nch o.c. 24-inch o.c. finishing nail with min. 3/164nch head spaced 4-inch o.c. One (1)18 ga.1/44nch crown x 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 ga. anchored to each panel lap inch crown x 1-inch 0.0724nch diameter 24F-5 164nch 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. 1.754nch inch o.c. and securing 3116-inch head spaced 16-inch o.c. inch ring shank x 0.0724nch diameter each panel lap 164nch 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 Not SYP 124nch o.c. securing One (1)18 ga. 1/4- One (1) min. 1.754rich x Max One (1)14 ga. 5/8- anchored to each panel lap inch crown x 1-inch 0.0724nch diameter 24F-6 16 inch 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 3/16-inch head spaced inch ring shank x 0.072-inch diameter each panel lap 164nch o.c. nail 24-inch o.c. finishing nail with min. 3/164nch head spaced 44nch o.c. ALClSO01 F1.12194-113 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. 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 1x2 Not SYP scabbed between rafters with one (1) One (1) 18 ga.1144nch Nominal 1x2 hmin. 225Inc x 7d ring crown x 14nch leg No.2 SYP Three (3)18 shank nail straight -nailed Wou ng staples spaced 72 inch o.c. securing One (1) min. 1.75-inchanchoredto9a.1/4-inch crown the ratter into the end each panel lap One 1 16 a. % 9 x 0.0724nch diameter 24J-1 Max. rafter with one x 1-inch leg of the Danen o two (2) Wood inch crownx 1-inch finishing nail with min. t6o 12-inch 1) min. 2.25- staples in diamond min. 22sinch x 7d One {t) min. leg staples spaced 3/16-inch head spaced inch x 7d ring pattern spaced 16- ring shank ^ tom diameterxo.072,ncn Qwnefer 8-inch o.c. 12-inch o.c. shank nail inch o.c. nab on either side of the Dalian al each finishing naD with min 244nch o.c battenlrafter 31164nch head spaced intersection. Max. flinch o.c. rafter spacing Is 244nch o.c. Nominal 1 x2 No.2 SYP scabbed between rafters with one (1) One (1) IS ga.1/4nch Nominal 1x2 min. 22SInch x 7d ring shank nail crown x 1 nch leg No.2 SYP anchored to Three (3)18 ga.1/4-inch Crown sal ht-nailed throughg "g the Into thethe end staples spaced o.c. securing One (1)1 B ga. %.- inch crown x 14nch One (1) min. 1.754nch 24J-2 Max rafter with one x 1 finch leg of the Wotan o two (2) each panel la p Wood leg staples spaced x 0.0724nch diameter finishing nail with min. t53.316-inch 1) min. 2.25 staples in diamond min. 22sirhah x 7d shankOne 1) min. l.7Sinch1) in. 8"'8-inch c' and3/16-inch headsp acedinchx7dringpatternspaced16- ring rails toe. x diameter securing each panelch16-Inch o.c. shank nail inch o.c. nailed on either side of the batten at each finishing nail with min. lap 24-inch o.c. batten/rafter 3H6minch head spaced intersection. Max. 4-Inch o.c. rafter spacing is 244nch o.c. ALC15001 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. 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 Min. 3/8• head d1a. nail with min. 1w engagomant(for wood substrate) or min. 4.097ft din. T-nail or stub nAil ai_h min.. 5/8' engagement(:or -,ncrete orA-loal:.ubstrata). spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM 12F 1 $ \— SOFFITIIIII \—.F" CHANNEL OVERHANG WIDTH VARIES) 12F-3 Uxd, Concrete or Block. M 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 ALClSO01 FL12194-R3 Page 1 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. 5= GREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail Lj n, , SOFFIT STAPLE OPEN RAFTER; DIAMOND PATTERN 3/4- X 1/4- DETAILCROWNSTAPLESr USING A DIAMOND PATTERN FACIA BOARD i FASCIA CAP 12F-2 3/4- X 1/4- CROWN FACIA BOARD 8' 1-3/4- TRIM NAIL STAPLE ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. F' CHANNEL CAN BE PAINTED S.S. 41i1' FASCIA CAPINSTALLEDWITHTHEO.C. NAILING FLANGE UP OR 3/4' X 1/4' DOWN CROWN STAPLE SOFFIT- ^tax • 12 - f.nch span WOOD SOFFlr SUBSTRATE SOFFIT & FASCIA DETAIL ALC15001 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 i I 1 3,1V ; SOFFIT STAPLE Sr L DIAMOND EDETAIL. PATTERN FACIA BOARD a.r trvmM/ 3/4" X 1/4' CROWN STAPLE '24' J ON CENTER USING A DIAMOND PATTERN FASCIA CAP 12J-13/4' X 1/4' CROWNFACIA STAPLE 'S' ON CENTER 1i—CHANNEL Pscrered BOARD 1-3/4' TRIM NAIL) to w.fit wicn aae;li t:a x PAINTED S.S. 48' 1!2• FASCIA CAP x 3i8- bead O.C. diameter screw, 3/4' x 1/4' CROWN STAPLE SOFFIT—tnaax. 22-inch spanS WOOD OR BLOCK SOFFIT & FASCIA SUBSTRATE DETAIL ALCIS001 FL12194-R3 Page 3 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. ffl=- CREEK 10 TECHNICAL SERVICES, LLC ALUMINUM COILS, INC soffits Appendix B System No. Installation Detail t t TRiM RAIL I FASCIA BOARD PANTED 1'1'-\ FASCIA CAP I soFFrt rn!- CROWN STAPLE OPEN RAFTER FASCIA BOARD 16F-1 SOFFIT b FASCIA 16F-5 OETAIL FASCIA CAP, REFER TO SOFFIT k FASCIA DETAIL F- CHANNEL SOFFIT: MAX N- 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. T ,. v. - —-- .. --ram---- 16F-3 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail Min. 3/$* head dia. rail with min. 1U; sr.,agementtfor wzod substrata) or min. 0.097• d1a. T-nail or stub nail with min. S/3" engagement(far concrete or Block substrate) , spaced as noted above. ASCIA SLIP BOARD FASCIA TRIM SOFFIT (OVERHANG WIDTH VARIES) CHANNEL Wood, ioncrote or Block hall FASCIA LIP 1/4" STAPLE SOFFIT TO FASCIA BOARD #T50 3/8" X 3/8" STAPLE 16" 0. C. LPAINTED S.S. 1 3/4" TRIM NAIL MIN. 5 NAILS PER 12' PIECE SOFFIT & FASCIA DETAIL ALUMINUM COILS, INC soffits Appendix B ALC15001 FL12194-R3 Page 5 of 12 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix S System No. Installation Detail n ; SOFFIT STAPLE OPEN RAFTER DIAMOND PATTERN 3/4' x 1/4' DETAILjLCROWNSTAPLES USING A DIAMOND ve clvcal sr,v ts i PATTERN FACIA BOARD i FASCIA CAP 16FA 3/4' x 1/4' CROWNJTRIMNMAILFACIA BOARD 8' 11-3/4' STAPLE ON CENTER TRIM NAIL PNEL•CAN BE PAINTED S.S. 48' INSTALLED CAPWITHTHEO.C. FASCIA NAILING FLANGE UP OR 3/4'x1/4' DOWN CROWNSTAPLE SOFFTT— max• 16-nch span WOOD S 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 atlnbutes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 r TRIM HAM fASOA BOARD PAMTTO SS FASCIA CAP i SOFFIT rq CROWN STAPLE OPEN RAFTER FASCIA BOARD 1'4' CRO STAPI.Es SOFFIT & FASCIA USK A DIAMOND 16F-2 8 PATTERN; REFER TO DETAIL SOFFIT STAPLE 16F-6 DIAMOND PATTERN DETRN FASCIA CAP; REFER i0 SOFFIT t FASCIA CHANNEL----,"*'*' HANNEL OETAk 8„ t----— 3,e1iSOFFIT; MAX IV SPAN I V 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. 16.14 CREEK TECHNICAL SERVICES, LLC No. I Installation Detail X 1/4- CROWN STAPLE -24- CE4TER USING A DIAMOND PATTERN WOOD OR BLOCK SUBSTRATE OPEN RAFTER 1-3/4- TRIM NAIL PAINTED S.S. 48' O.C. SOFFIT —max. 16-inch span ALUMINUM COILS, INC Soffits Appendix B SOFFIT STAPLE DIAMOND PATTERN DETAIL FACU BOARD r i Ascu CAP 3/4- X 1/4- CROWN FACIA BOARD STAPLE -8. ON CENTER 1-3/4- TRIM NAIL PAINTED S.S. ASCU CAP 3/4- X 1/4- LE 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 IWIII TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I P TRIM HAD. FASCIA BOARD PADITEO SS. I...? CROWN STAPLES FASCIA CAP Wits A DIAMOND SOFFIT PATTERN: REFER TO SOFFIT STAPLE rj' C901M STAPLE OW104D PATTERN DETAIL t i!• TRIM NAIL FASCIA BOARD FARM S.S. SOFFIT & FASCIA 24F-1 & , DETAIL 24F-4 r,I' CROMN STAPLE FASCIA CAP; REFER i0 SOFFITFASCIA1 FASCIA DETAL / B. \ R.Retal rar srP 3/0jBalkh, fa SOFFIT: MAX 1i' IIF-CBAKNEL Rafters VAb toe Id — R6g Sluia Nan at MOOD SUBSTRATE eneT Ratter \ SOFFIT STAPLE DIAMOND PATTERN ALC15001 FL12194•R3 Page 9 of 12 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail I P TM" NAA FASCIA BOARD PAINTED SS ta' SMOOTH snux fAsryA CAP ROOF MAILS SOFm Yj' CROWN STAPLE t'' TRIM NAB. FASCIA BOARD PAINTED SS. SOFFIT & FASCIA 24F- 2 & DETAIL 24F- 5 r„ [ Roux STAPLE FASOA CAP. REFER TO SOFFIT h FASCIA DETA0. Nmiml rat' sP Balm Anchored to SOFR1: MAX 24- 14XANNQ Rafters .0b arc Id Ring Shank Nnl at a. ary BafIC WOOD SUBSTRATE 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 I- TRIM HAL FASCIA BOARD PAINTED S.S. ILEA ll" T40AILS I I FASCIA CAP SOFFIT r.1" CROWN STAPLE 1 i• TRIM NAIL FASCIAIM4DPAINTEDS.S. I SOFFIT & FASCIA 24F-3 & DETAIL 24F-6 1-4- CROWN STAPLE FAS[tA GP: REFER TO SOFFIT t FASCIA I OETAII 110enal 1-,tr SYP F411AIINEL Batten Anrborad to SOFFIT; MAX. Tc' Rafters .11h an* Id I Ring Sbaak Kau aI every Rafter MASONRY ALC15001 FL12194-R3 Page 11 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 specifically addressed herein. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix B System No. Installation Detail 1 J' TRIM tlAA FASUA OOARD PAINTED SS STAPLES LFASnA CAP USDIG A DIAMOND SOFFIT PARERLI: REFER TO SOFFIT STAPLE CANTILEVERED r,4- CROwN STAPLE DIAMOND PATTERN RAFTER DETAIL FASUA OOARD I } TRu, NAIL SOFFIT 8 FASCIA PANTED ss DETAIL 24J- 2 24J- 1 8 r: 1- tRowLl sTAVLE FAsoA uv: REFER TO SOFFIT t FASCIA DETAIL / Ndlllnw a SIP nad 8 \ sobbed between rMan and SOFFIT: TAX. rA- ' 3/8 I- tNAN/.il. secuna7 can ttne tlcr,17d snontran sim;m-nedw wa16n ra radar h:n tna am W000 SUBSTRATE of tIa batkn or Imo RJ 7d f drg s( w*. naD sca4maee eINw aids U ma —C&n Rua baltenuaYr rnaImu" / 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 warfenty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREED{ 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 I, II, III, and IV buildings shall be as defined in Section 1609 of the FBC. 2. Exposure B, C. and D shall be as defined in section 1609 of the FBC. 3. Design wind loads are provided only for walls/soffits with a mean roof height less than or equal to 60-ft. 4. All calculations are based on an effective wind area of 10-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. Vwr 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) 120 130 940 150 160 170 180. 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 56.8Negative 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 4.9 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 1 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 15.4 178 20.5 23.3 26.3 29.5 32.9 36.4 Positive Loads) 5 20 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 25 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 30 10.8 12.7 14.7 16.9 19.2 21.7 24.3 27.1 30.0 40 11.7 13.8 16.0 18.3 20.8 23.5 26.4 29.4 32.5 50 12.5 14.7 17.0 19.5 22.2 25.1 28.1 31.3 34.7 60 13.1 15.4 17.8 1 2015 1 23.3 1 26.3 29.5 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 Sdtfrts in Exposure C Building Type. Zone Mean Roof Height ft Basic Wind Speed m h 120 130 140 150 160• 170 180 190 200 Enclosed Negative 4 20 21.7 25.4 29.5 33.8 38.5 43.5 48.7 54.3 60.2 25 22.6 26.6 30.8 35.4 40.2 45.4 50.9 56.7 62.8 30 23.6 27.7 32.1 36.9 41.9 47.3 53.1 59.1 65.5 40 25.0 29.4 34.1 39.1 44.5 50.2 56.3 62.7 69.5 50 26.2 30.8 35.7 41.0 46.6 52.6 59.0 65.8 72.9 60 27.2 31.9 37.0 42.5 48.3 54.6 61.2 68.2 75.5 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 64.2 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 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 17A 20.5 23.7 27.2 31.0 35.0 39.2 43.7 48.4 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. CREEK TECHNICAL SERVICES, LLC ALUMINUM COILS, INC Soffits Appendix C Desi n'Wind Pressures for Soffits in Exposure D Building Type Zone Mean Roof Height R 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 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 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 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 1 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 1 52.2 50 19.6 23.0 26.7 30.6 34.8 39.3 44.1 49.1 54.4 60 20.2 1 23.7 27.5 31.6 35.9 40.5 45.4 50.6 56.1 ALCIS001 FL121944R3 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 3/8" F-Channel 3/8" 3/4" 3/8" J-Channel ISOMETRIC VIEW 37F PROPoE ISWETbE %1[W 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 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. Fascia CREEK TECHNICAL SERVICES, LLC 5 3/4"' ll 7/8" 1/8" HEM 1 1/4" 6"FASCIA 7" BLANK ISM4ETRIC 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 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. Lill CREEKIm TECHNICAL SERVICES. LLC 16" 04 Soffit E-3uij 18' BLANK 3 / 8 PROFILE 2.625 REF. SO 7*M. D ooDDo D000 DDDDDDCi DOD Yb DDDDD DD DDDDD YeDE i nw[a omnu rna en n c aroa copym n SwE DRECPAM tt vms; ALUMINUM COILS, INC Soffits Appendix D ALClS001 FL12194-113 Page 3 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor.imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC 12" T4 Soffit ALUMINUM COILS, INC soffits Appendix D 3 1/8" 7/8' 3 1/8' 7/8" 3 1/8' S/16" 1/2" 3/4" 3/8" 13.75" BLANK 3/8" PROFILE 2b25 W. 50 71P. 25 TM. 0.125 TV. DDDDDD DDDDD OODDDD ODDDO e OOODO ODDOD M Ip ym wrfr" nI Senn NM Mft= w SWE DAMM AS MM) 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 spedfioaliy addressed herein. 4/28I2017 Florida Building Code Online 7 A iliF. I ra P*hp balll. c OCISHOrne Login I User Registration HotTopics SubmitSurcharge Stats&fads Putdicatlons FOCSt&N SaSSIMMap I Links Search b Fhfdi Public User @,-JIM . j! jj' F ProductApproval r PUSER: ProductADDrOval Menu > PfOdUCt Or A00110tiOn Search I, A13011catlon List > Application Datall jak FL # FL5444-R10 Application Type Revision Code Version 2014 Application Status Approved Archived Oroduct manufacturer CertaInTeed Corporation -Roofing Address/Phone/ Small 18 Moores Road Malvern, PA 19355 610) 651- 5847 mark.d. harner@saint-gobaln.com Authorized Signature Mark Harrier mark.d. harner@saint-gobaln.com Technical Representative Mark D. Harrier Address/Phone/ Email 18 Moores Road Malvern, PA 19355 610) 65I- 5847 Mark.D. Harner@salnt-gobaIn.com Quality Assurance Representative Address/Phone/ Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nlemlnen the Evaluation Report k Florida License PE-59166 Quality Assurance Entity LIL LLC Quality Assurance Contract Expiration Date 03/09/2020 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence FL5444 RIO COI 2016 01 COI Nleminen.odf Referenced Standard and Year (of Standard) Standard Year 'I ASTM D3161, Class F 2009 ASTM D3462 2009 ASTM 07158, Class H 2008 Equivalence of Product Standards Certified By Sections from the Code 1/2 httpslAwww.floridabuilding.org#/pr_pppjU.aspx?param=wGEVXCwtDqMlgO7CSsoycOr128CcpCJ[nUe)(w7ibKvlUzOW4hLBw*/*3d%3d 4/2812017 Florida Building Code Online Product Approval Method Method 1 Option O Date Submitted 12/08/2016 Date Validated 12/14/2016 Date Pending FBC Approval 1ZI15/2016 Date Approved 02/07/2017 Summary of Products - _ - I. _ _ ... 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 Umits of use Installation Instructions Approved for use In HVHZ: No FL5444 R10 I1 2016 12 FINAL ER CERTAINTEED Asphalt Shingle FL5444-1110.DdfApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen, PE PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Umits of Use Evaluation Reports FLS444 R10 AE 2016 12 FINAL ER CERTAINTEED Acnhalt Shingle FL5444-R10.Ddf Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AAJEEO employer. Coovridht 2007-2013 State of Florida.:: Privacy Statement :: Aetessibllly Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 8S0.487.139S. -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 45S, F.S., please click b . Product Approval Accepts: 99 Credit Card Safe https:l/www.floridabuilding.orglprlpr app dU.aspx?param=wGEVXQwtDgtahlgO7CSsoycOrl28CcpCJInUeXw7ibKvlUzOW4hL8w%3d%3d 212 l TRINITY I ERD EXTERIOR RESEARCH & DESIGN, I.I.C. Certylcate ojAuthorization 0503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT CertainTeed Corporation Evaluation Report 3532.09.05-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 COMPUANCE: 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 IERD 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 facslmlle seal oppearinj was authorized by Robert Nleminen, P.E. on 12/00/2016. This does not serve as an electronically slyned document. Signed, sealed hardcoples have been transmitted to the Product Approval Adminhtratc r and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERO 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 Nleminen, 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 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') TRINITY I ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed Corporation, have demonstrated compliance with the following sections of the Su' Edition (2014) Florida Building Code and Sth 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, 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: 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 D3161 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 OS/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 D3161 OSCA16778 OS/12/2005 UL (TST 1740) ASTM D3161 OSNK14836 05/22/2005 UL (TST 1740) ASTM D3161 OSNK22800 06/22/2005 UL (TST 1740) ASTM 03462 R684 09/21/2005 UL (TST 1740) ASTM D7158 OSNK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 IOCA41303 10/07/2010 UL(TST 1740) ASTM D3161 10CA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 1740) ASTM D3161 & D3462 10CA44960 11/11/2010 ULLLC (TST 9628) ASTM 03161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFWZ.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.R684 04/22/2014 UL LLC (TST 9628) ASTM 03161 & 03462 4786334434 09/16/2014 ULLLC ( TST 9628) ASTM 03161 & 03462 4786570826 02/12/2015 UL LLC ( TST 9628) ASTM D3161, 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 47873803S7 10/13/2016 UL LLC (TST 9628) ASTM D7158 4787380357 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 Report3532.09.05-R11 Cert#kote clAutharkatlon 89S03 FOC NON-HVHZ EVALUATION FL5444-RlO Revision 11:12/08/ 2016 Page 2 Of 12 4j TRINITY I ERD 4. PRODUCT DESCRIPTION: 4.1 CT20Tm ' XTm 25, XT'" 30 and XT" 30 IR 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 SolarlsTM 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 Presidentlal Accessory, Accessory for Hatteras, Shangle Ridge"", Shadow Ridge"", Cedar CrestTM, Cedar CrestTM' 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: 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 HVH2 5.3 Fire Classification Is not part of this Evaluation Report; refer to current Approved Rooting 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 1507.2.7.1 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„a = 150 mph (Vw, = 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 =150 mph (Vult =194 mph). 5.4.3 Classification by ASTM D7158 applies to exposure category a 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 = 150 mph (V„tt = 194 mph) for residential buildings located in Exposure D conditions with no topographical variations (flat terrain) having a mean roof helght 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, LLC. Evaluation Report 3S32.09.0S-R11 CerNJkote of Authorhadon #9S03 FSC NON-HVH2 EVALUATION FL5444-R10 Revision 11:12/08/2016 Page 3 of 12 6. INSTALLATION: 6.1 6.1.1 6.2 6.2.1 6.2.2 6.3 6.4 6.4.1 TRINITY f ERD Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R90S.2 and the shingle manufacturer's minimum requirements. 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 1507.2.3, 1507.2.4 or R90S.2.3. Installation of asphalt shingles shall comply with the CertainTeed Corporation current published Instructions, using minimum four (4) nails per shingle in accordance with FBC 1S07.2.7 or Section R90S.2.6 and the minimum requirements herein. Fasteners shall be In accordance with manufacturer's published requirements, but not less than FBC 1507.2.6 or R90S.2.S. Staples are not permitted. Where the roof slope exceeds 21 units vertical in 12 units horizontal, use the "Steep Slope" directions. 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. CT20r", XTr" 2S, XTr" 30, Xr" 301R: ENGUSH 12" 12" 12" 305 mm) (305 mm)—« (305 mm) i r1"(25mm) 1 plant 1"(25mm)-( 1 5 VC (145 mm) 5'/r Pdm txood T METRIC 13r/a• E13nl3l/ C" I"(25 m 6 rAY' F1'grsrn 11.I: Osefourn4ihJbr—)yfol1 Mn& Use four nails and sir spots of asphalt roofing cement• for every rail shingle fplgam 11-4). Asphalt roofing cement mMing ASTM B4586 Type It Is suggested. T I ROolinp Cement Apply 1"(25 mm) spots of asphalt roofing cement under each tab comor. Fisum 11-4: OsefoarnrWsmrd skspoft ofaspkallcmumlon sleep &topes CAUTION: Excessive use of roofing cement can cause sNngles to blister. Hip & Ridae for C17201, XTI 2S, XTr" 30, XTr" 30 IR: Cut Shingles l' t. +I I-2"(50nm) R 25mmj11 I I t,, r emwey^ nShfagle tl1lT---- 12.. Cap Cap 3M mm)Shingle SAingte l Flgure 11-24r 0sl tabs, lban hint back to make cap sbinSW ftlab dlnserulom skoum). 5"—!' . 12" (305 011.1 V4".' 125 l` 6 I a aoca oA sl Frgwe 11.25:1ndaUallon of caAsalong fke kips and rLdAw. 6. 4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic° NPl'm" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. Exterior Research and Design, U.C. Certi lcote aJAuthorlsatlon #9503 FBC NON-HVH2 EVALUATION Evaluation Report 3S32.09.0S-R11 FLS444- R10 Revision 11:12/08/2016 Page 4 of 12 6.S 6.5.1 ARCADIA'm: Use SLt nail. for e%vrr fill shioglc locatLA :ns shmen helot. 1'(25mn) 1'125mo—r N11 LIN Nnt kNl lM Figure 3: Ose sl t• nails for erwy fill sGinglo. JTRINITYJERD Use SIX nails and FOUR spas of asphalt roofing cement for every, fill sldnglc as shouu hclow, apply :uplcdt roofing crwclu I"(25 mm) from edge of shingle. Asphalt roofing cement meeting A.Ml D 1586 14pe II is migge.kxl. Hip & Ridge for Arcadia': Cedar Crest"", Cedar Crest"' IR E:1 FILRnt is Avo sir nulls rn/d finrr slxds ofospbull Mgjhiq ccarenf on s/ern slopos. 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 is -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 "Sonolastico PIP11" 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 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, I.I.C. Certrflcate of Author@odon 09503 FBC NON-HVH2 EVALUATION Hand -sealing adhesive 1/4" 4" 3/4" I 1° Dab of asphalt cement between 1„ shingle layers Evaluation Report 3532.09.05-Rll FL5444-R30 Revision 11:12/08/2016 Page S of 12 6.6 TRINITY I ERD 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" (26mm) from edge of shingle. I Ia i See below. Asphalt roofing cement meeting I.rncT/ ,•„. _,+I ASTM D4586 Type II is suggested. o Addakral roils d rtgr"md dW rl2onm) SW (is mml t 6.6.1 Hip & Ridee for Belmontt": 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 17.18.• .beagle" Ridge. 18• Exposure Remove tape from•the right side 1' ; if-,j and fasten r SECOND Fasten theme left side 85/e. RIGHT FIRST LEFT Figure 17-19: Inslallatlon of.SbanglaO Ridge sbingles on Lips and ridges 6.6.1.3 For ASTM D3161, Class F performance use BASF "Sonolastice NP11"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", In accordance with CertainTeed requirements. d 5f3' faonaa Exterior Research and Design, I.I.C. Evaluation Report 3532.09.0"11 CerWeate olAuthorrradon M03 FBC NON•HVHZ EVALUATION FL5444-R10 Revision 11:12/08/2016 Page 6 of 12 TRINITY I ERD 6.7 I CARRIAGE HOUSE SHANGLEO AND GRAND MANOR SHANGLEO. LOW AND STEEP SLOPE STANDARD SLOPE We seven nails and three spots of asphalt roofing cement for every late five nail: for ever} full Sitangle. fill Grand Signor shaugle. We five nails and tine spots of tmphsh gaoling cement foe every full (:aerhlge I louse Shattgie and GntenWal Slau:. Apply asphalt runliing nm1em I' (2i Pint) fntm tdgt: of shingle plgunt 17•5). Asphalt np(Ing cement inecting AM 0-15861)lte II Is suggested. ' L 1 —(25 flan) 1 (25 ram) F- 5Ar' a S. 16 ram) II 1• 7gme 17••i: llte fAt! aaUsjar (wy full61hradAlanorShaagfe. C' arrlagrlloao Sduagla. or Panlanoial SIaM fVurn 17-5.• When hishi lhgt Grand .tianar .bangles an steep daprs. use seven turfls and three spots ojcspUill roofing rentrul. 6. 7.1 Hip & Ridge for Carriage House Shanide° and Grand Manor Shangle: Refer to instructions herein for Shangle° Ridge hip and ridge shingles 6. 8 LANDMARK"', LANDMARK"" IR, LANDMARK"" PRO, LANDMARK*s`-PREMIUM, LANDMARK'-" T.L, LANDMARK's' SOLARIS, LANDMARK- SOLARIS IR, NORTHGATE: LOW AND STANDARD SLOPE METRIC DIMENSIONS LANDMARK IL 17' 143/4" 12" 1--( 305 mm)-: --(375 mm)+ - -(305 mm)- i V1.Yf.4G71'CU.Y lYSlCa:.;,rL•"N i'. IV'}JJu'tlr;,T« I"( 25ram) Release Tape t"(25mm)I Nailahle } M Exterior Research and Design, U.C. CertiJleote of Autho kotion OS03 NorthGate: We 131M' 13" 131/?" 343 mm) -(330 ram)-- --(343 mm)-l I"( 25mm) 1"(25min) I I•Yg1tro la•'!: t!scjour+urilsjnrtr+tgfi llsbingh. A4EA 305 nee) 375 min) --- 305 mot) Nallny timts r t25 mml itpe+nsl Lao r (25 mmy-- tswsrna l Ira KHROM Walling areas to low and standard slopes (fain 2:12 to 2112) NW estimun upper d kac lag es airs" OWN. FBC NON• HVH2 EVALUATION 0— Evaluation Report 3S32.09.OS-RIL FLS444-R10 Revision 11: 12/08/2016 Page 7 of 12 STEEP SLOPE Use six nails and four sixns of asphalt roofing cement for es-ery Cull laminated shingle. Sce below. Asphalt roofing cement should meet ASTdi 1)45861?1)e 11. apply I' slots of asphalt roofing cement unde each corner and tit about 12' to 13" In from ettch edge. METRIC DIMENSIONS I+— 12"— 305 mm) u.1.3•LM :.Y. I Nail Area _1- For Sleep V, I+ 25mm) {---- 375 mm) (305 mm) 4yi Ll1YKi ,:t'1; r.:iQL`i4a:t lease Tane t (25 mm)- I Cement TRINITY JERD LANDMARK TL 1 I 25 mm) Figure 13 S: Use six nods andfbur spots of a P&dt roofing cenrenton simp,sfopem 25 nvo NorthGate: STEEP 12" 1"40 12' SLOPE 1-11nSmm"r-ro7c.. r--J1ln5rr 2+r rrim) Nailing areas for steep slopes (greator then 21:12) and "Stomt-Nailing" Nail between lower 2 nag lines as shown above. 6.8.1 Hiu & Ridee for Landmark'. Landmark' IR. Landmark'" Pro, Landmark'" Premium. LandmarkTM" TL, Landmark'" Solaris, Landmark' Solaris IR, NorthGate: 6.8.1.1 Option 1: Shadow Ridge'" or NothGate Accessory 12' 97M 305mm) 6' 41511 ( 250 m) 415/16' 150mm (150mm) ( 125mm) I (125mm) Notch lot centerlog 12' 15mmo N chesforftnmentto the Top Edge of the Previous r CapforS'(125mm)Fxpoeure ('MML1 English Dimension Shadow Ridge'" Exterior Research and Design, U.C. eerupeate of Authadratran 09Se3 FBC NON-HVHL EVALUATION f Notch for CeMering 131/4' 137mm) Notches for Alignment to the Tap Edge Previous 75mvofthe Cap to; 55N(141mm) Exposvre t Itt Metric Olmenslon Shadow Ridge"' Evaluation Report 3S32.09.OS-R31 FL5444- R30 Revision It:12/08/2016 Page 8 of 12 9 27/32' 26p nco) 4 10/16' (125 ortn) Certaia Fl:lch 13 IN / NIantllete / ralehet to lop 7516, Woe 111 (113: mm) prpdplls thurte I NorthGate Ridge TRINIIY (ERD 13 1/8" 333 rnm)— 8 618'- 166 mm)I 168 mm 1 Cantedny 131/4' 337 ) Notch Nign Iheao notches to top edge d 7 1 194 mm) previous coume. 00 NorthGate Accessory 1r 305mm) i Laying Notch I I Ftgroa 13-W. MW laying nolebea to canler ibingfm on Gips and. P14m, and to bosom the coned arposwe 6.8.1.2 For ASTM 03161, Class F performance use BASF "Sonolastice NPir"" 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 3532.09.0S-R11 CergJkore of Authodltodon 09S03 FBC NON-HVN2 EVALUATION FLS444•R10 Revision 11:12/09/2016 Page 9 of 12 TRINITY I ERD 6.9 PRESIDENTIAL SHAKETn', PRESIDENTIAL SHAKE"m IR, PRESIDENTIAL SHAKE TLT", PRESIDENTIAL SOLARIST'A: LOW AND STANDARD SLOPE: STEEP SLOPE: For low and standard slopes, use five nails for each full Presidential Por sloop slopes, use nine nails for each fall Presidential shingle and shingle as shown below. apply I' diameter spots of asphalt rooMg cement under each shingle tab. Aft applying 5 nails in between the naWng guide tines, apply 4 nails 1 Nailing 40' ---+i above tab cutouts making certain tabs of overlog shingle cover nails Guldo Unos (1016 min) 5 IM — 133 min) I • • . 14 114" 11 30 min) (362 min) NOTE: Apply nails on painted guideline. Figure IS-6- Farlening PmkAmNal m)d PreshfmU l TZ Sbake sbingleeran low andslanrkudslopes 1 T I'diameter asphalt roofing cement t Figure 16.7., Fx4mi lg Prrxldenflal and Pretrldenllal T/L-Sbake sbllpler on sleop slopaL 6.9.1 Hip & Ridge for Presidential Shake•". Presidential Shake'" IR. Presidential Shake TLI", 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 4hatl7' from the bottom edge of the "(ooth." Fasten each accessory with two fas- teners. The fasteners "must be 13/4" long or longer, so they penetrate. either 3!4" into the deck or completely through die deck. Presidential accessory comes in two different sizes: Accessory produced in Birmingham,. AL -Is 12' x 12'; Portland,_ OR produces 97/a' x 131/4" 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 CertainTeed requirements. 6.9.1.3 Option 2: Refer to Instructions herein for Cedar Crest'". Cedar Crest"" IR hip and ridge shingles. 6.10 H_ ATTERAST"': • .. LOW, STANDARD Alto STEEP SLOPE: rwZz'' rYel mini rlgure 15.1 "eniq WirarsSbinglcaon lour and Vandanl Vo1rs For h)tr and standard slopes, use Gte nails for each fug patients shingle us Mmuu nbac. Exterior Research and Design, U.C. erti leate of Authornation Mail FSC NON•HVH2 EVALUATION riYmr I t. )• rmleodap Ilan,".W40 t as VRralalas Inc 9M.. t dopeh we lhv owns :end elglu Mks of asphalt rwrtag cement fur each hill Il.uunu shl"ev as shtmst abmv. Apply I' 25innt) dhuacter sputs of ntoaog reatnn WrA10 458611pe II summed) mxkT each tab mt ner. Isms shint is Into plaer, da not cytwe cement. CAIMON: Tnn much eetnraeo ctmnn can caum shingles to Whim Evaluation Report 3S32.09.OS•R11 FLS444-R10 Revision 11: 12/09/2016 Page 10 of 12 f 1 RINITYIERD 6.10.1 Hip & Ridge for HatterasTM: 6.10.1.1 Option 1: Accessory for Hatteras Figure 15-14: 18 three piece rants separate to make 54Hatteras A essory'shtngW 6. 10.1.2 Option 2: Cut Hatteras Shingles 1' 230m I I en 460 coin) g ti 203rluo) I-'r c SO% mcal Cap Cap Cap Cap Shingle Shingle Shingle Shingle 11.`240mm Figure 15- 20. Cut Hatteras shingfes to make Coats cap Fieure 15-21: lnstallatfon of caps along files and Won 6.10. 1.3 For ASTM 03161, Class F performance use BASF "Sonolastic° NPl^"" adhesive or Henkel "PLO Polyurethane Roof & Flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SLATE'", HIGHLAND SLATEie IR: LOW AND STANDARD SLOPE: STEEP SLOPE: r r r r Me FIVE nslls and RIGnT spots of ospbalt tooling cement, foe each wags wait as^m t>m full Highland Slate shingle. Por Mlaml•oado, SW naUs are required. Apply V diameter spots of asphalt roollng•cetwit under each tab corns Asphalt rootingeetneal meeting AM u43e6 Type it b suggested. 60ai4Menqum W flab prmnab taeabdaw cow 004 a WOW4 Plgnre II•, T: fire f1V6naltr jor Y Nlgbtand SYnlo ab/ugln r— r— v aL ONad Pa"ui PyaO asi+f aS anO a.>ti• 1. 96 lw` f M aitae aMf Oalia "- r• r• '•1 aw a e~. R"onna can fipnre II U., UM M nails mid elgbl rpolt ojaspWl mong oa sieit aridereneb lab corner. CAUTION: ILrcessive use of rooting cement can cause skingles to blister. 6. 11.1 Hip & Ridge for Highland Slate's. Highland SlateTM' IR: Refer to instructions herein for Cedar Crest's, Cedar Crest's IR or Shangle RidgeTM" hip and ridge shingles. Exterior Research and Design, LLC. Certificate alAuthoritat/on e9S03 FEIC NON-HVHZ EVALUA71ON Evaluation Report 3S32. 09.0S-R11 FLS444•RIO Revision 11: 12/ 09/2016 Page 11 of 12 6.12 I• PATRIOT*": LOW AND STANDARD SLOPE Use. POUR nails for every full shingle loatled :ts shown belom hm 0 fTRINITYJERD STEEP SLOPE Use FOhR nails :utd four spots of asphalt roofing cement for ever full shingle as shown helm+: Asphalt roofing ci ment meeting. ATM D45M Alk' II is suggoslcd. Apply V ('li ntm) spins of mg4talt m,fing concal ms aho wn. CAUTION: rwessice use of roofing r ntent can arose shinglLs Io blister. IS WN 1 i t "" 433ceTui ' mil' a — I— ig 1 . —------*--- = — o-,nii —rn:uy rtn uacey t •_ a Romnao c.m.nt n .r osta u•vr e M (mml lung 6.12.1 Hip & Ridge for Patriot'": Refer to instructions herein for Cedar Crest'", Cedar Crest'" IR, Shadow Ridge'", NorthGate or Shangle Ridge'" hip and ridge shingles. 7. LABEUNG: 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 1S07.2.7.1 / 11905.2.6.1. 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 3532.09.05-1131 CerNJkwte of AutAortratran M9S03 F8C NON-HVH2 EVALUATION FLS444-R10 Revision 11:12/08/2016 Page 12 of 12 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization //9SO3 TRINITY 353 CHRISTIAN STREET, UNITff13 ERD OXFORD, CT 06478 PHONE: (203) 262-924S FAX: (203) 262-9243 EVALUATION REPORT CertainTeed Corporation Evaluation Report 3532.09.05-1111 20 Moores Road FLS444-R10 Malvern, PA 193SS Date of Issuance: 09/22/200S 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 Nleminen, 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 Slit 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 iS07.2.7.1 / 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. Trinity IERD 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 facsimile seal appearing was authorited by Robert Nkminen, P.E an 12/06/2016. This does not Serve as an electronically signed domment. Signed, sealed hardooples have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity) 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. 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 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 I 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. ROOFING SYSTEMS EVALUATION: SCOPE: 0 TRINITY I ERD Product Category: Roofing Sub -Category: Asphalt Shingles Compliance Statement: CertainTeed Asphalt Roofing Shingles, as produced by CertainTeed 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. STANDARDS: Section Property Standard Year 1507.2.5, R90S.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: gatint 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 04/15/200S UL (TST 1740) ASTM D3161 OSNK16778 05/12/2005 UL (TST 1740) ASTM D3161 OSCA16778 OS/12/200S UL (TST 1740) ASTM D3161 OSNK14836 05/22/2005 UL (TST 1740) ASTM D3161 OSNK22800 06/22/2005 UL (TST 1740) ASTM D3462 R684 09/21/2005 UL (TST 1740) ASTM D71S8 OSNK08037 06/28/2006 UL (TST 1740) ASTM D3161 & D3462 09CA28873 07/23/2009 UL (TST 1740) ASTM D3462 10CA41303 10/07/2010 UL (TST 1740) ASTM D3161 IOCA41303 10/08/2010 UL (TST 1740) ASTM D7158 10CA41303 10/27/2010 UL (TST 17401 ASTM D3161 & D3462 10CA44960 11/11/2010 UL LLC (TST 9628) ASTM D3161, D3462 & D7158 13CA32897 11/21/2013 UL LLC (TST 9628) ASTM D3161, D3462 TFW2.R684 04/22/2014 UL LLC (TST 9628) ASTM D7158 TGAH.11684 04/22/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786334434 09/16/2014 UL LLC (TST 9628) ASTM D3161 & D3462 4786570826 02/12/2015 UL LLC (TST 9628) ASTM D3161, 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 UL LLC ( TST 9628) ASTM D3161 47873803S7 11/09/2016 UL LLC ( QUA 9625) Quality Control Service Confirmation Exp. 07/03/2017 Exterior Research and Design, LLC. Evaluation Report 3532.09.OS-RII Certlflcate oJAutharlradon # 9503 FBC NON-HVH2 EVALUATION FLS444-RlO Revision 11: 12/08/2016 Page 2 of 12 C. TRINITY IERD 4. PRODUCT DESCRIPTION: 4.1 CT20'", XT", 2S, 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", TI., 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 T11" and Presidential Solaris", are fiberglass reinforced, architectural asphalt roof shingles. 4.5 Hatteras",, Highland Slate'" and Highland Slater' 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 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. S.2 This Evaluation Report is not for use in the HVHZ S.3 Fire Classification Is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. S.4 Wind Classification: 5.4.1 All shingles noted herein are Classified in accordance with FBC Tables 1S07.2.7.1 and R905.2.6.1 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"It =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 D71SB Indicates the measured uplift resistance (RT) for the CertainTeed asphalt roofing shingles listed in Section 4.1 through 4.6 (except Presidential Solorisr") exceeds the calculated uplift force (FT) at a maximum design wind speed of V.,d = 150 mph (V„ 1t = 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 3532.09.05-RII Cerdfleate of Authorhadan 09S03 FBC NON-HVHZ EVAWATION FL5444-RIO Revision 11:12/08/2016 Page 3 of 12 TRINITYIERD I 6. I NSTALLATiom 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 61G20-3, per FBC Sections 1507.2.3, 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 1S07.2.7 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 R905.2.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 1S10 and CertainTeed published installation instructions. 6.4 J. CT20'", XT`" 2S, XT"" 30, XTt" 361R: ENGLISN 12" 12" 12" 305 on) (305 mm) (305 mm) 1 '(25 mm) Sealant 1 ^ (25 mm) 5 s/t" (145 an 5 MW +ood METRIC 131/e" 13r/e" 131N' 1"(25mm)—Selant— 1"(25mm)-"( 6 tA.. T STEEP SLOPE Use four nails and six spots of asphalt roofing cement* for every full shingle (Figure 11-4). Asphalt roofing cement mcettng ASTM 04586 type If Is suggested. I Roofing Cement Apply 1" (25 ton) spots of asphalt tooling cement under each lab comer. Figure11-4: Usefoar nails and sir spots ofaspbdl osinmet on'sleep sk* 4CAIITION: Excessive use of roofing cement can cause shingles to blister. Re- 113: umfour-asforeveryfedlsbieglet 6. 4.1 Hip & Ridl-.F aee for CT2{0t, Xr" 2S. XTt" 30, XT'" 30 IR: Cut Shingles 25 mmV. I I I 2 ( 50 mm) Rcmove y^ — t, 1 r t l 5— 12 (305 mm) f V 11r., 125 mm) f --- -- -- 12 Cap Cap Cap 305Imm) •a ma Shingle Shingle Shingle (`S51a yhv+e Q Figure m-24.• att Tabs, then lrfm back 10 nuke avp sbingfav \1145 WOOV& 0 APWIsb dhimulons sboran). g( t Figwe 11.25: hutalkrtion ofeapsdong tbn hips and ri ka 6. 4.1.1 For ASTM D3161, Class F performance use BASF "Sonolastic® NP1T"" 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-R31 Certipcote olAuthortaction 09503 FBC NON-HVH2 EVALUATION FLS444-R30 Revision 11:12/08/2016 Page 4 of 12 6.5 6.5.1 ARCADIA!": Use SIX nails for (wen• fill shingle In ated is sham k4oa: RfmW* tEl Figure 2: Use stir• units for etv-1, fill sbiuglu. f TRINITY i ERD STEEP SLOPE Use SIX nails and FOUR spots orasphalt tounoq cc -anent for (tire full shingle as shown helaw. Apply asphalt ronfug centcnt 1'(2 j outi) front edge of shingle. Asphalt roofing wtnem ateedog.VSTAI 0 4586 Type If Inc suggoled. ftiov.4. Lire s/.r Hats and f.ur vImits rf aspbull rut ug ccnrc+rl an sleep slopes. HIP & Ridge for Arcadia"': Cedar Crest'", Cedar Crest'" IR Use two (2), minimum lY.-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 Y.-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° NP1""" adhesive or Henkel "PL° 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 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, I.I.C. CerWicate of Autlwrizedon u9503 FBC NON-HVH2 EVALUATION Hand -sealing adhesive 1/41' .— 4° 314'—• I ' 1° Dab of asphalt Icementbetween — 1„ shingle layers Evaluation Report 3532.09.05-1111 FL5444•R10 Revision 11:12/08/2016 Page 5 of 12 6.6 TRINITY I ERD BELMONTtm: 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 shoNm below. Belmont shingle. Apply asphalt roofing cement 1" (25mm) from edge of shingle. a I See below. Asphalt roofing cement meeting I "•tx ,, ,.,x ,+i ASTM 04586 Type II is suggested. o AMORI mils ilteo in! I' MraW ' F.WiV 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 6. 6.1.3 Fasten the left side' FIRST Exposure Remove tape from the right side 8•, 1 and fasten SECaNO RIGHT L& I Flgam 17.19 hrslallallon of.SGauglo® Ridge s6lugles Flgnre 17.18: Sbangle" Ridge. on L1ps and rldges 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 Design, U.C. Certificate olAuthodzedon 09S03 FBC NON-HVH2 EVALUATION 1 95W a0 tent Evaluation Report 3532.09.OS•R1L FLS444- R10 Revision 11:12/08/2016 Page 6 of 12 ThRINITY I ERD 6.7 1 CARRIAGE'HOUSE SHANGLEO AND GRAND MANOR SHANGLE®: LOW AND STANDARD SLOPE Use live halls for every fullSltmigle. 1—( 2S man) I 1151=I) 1 16 rtmol (now) rlgura / 7••i: l/ti lr! aa/ls jarrorry firU r;muAdlarmr YvrnglP. Carrlage llnnro.uvrngle. or Cmde+ndal5late. STEEP SLOPE Usc seven nails and three spots of asphsll muting cemcrtt•fnr mr.ry NO Crind M inor Shangle. Um five mils and three somas of agohall roofing cement for every full Cordage Haase Shmtgle and 0--mennhd Slut. Apply aspbah lvortng "Icm1 I' (IS mm) from edge of shlnoe rlgury 17•5). Asphalt roofing cement meeting ASYN D-1596 ape 11 Is suggested. rtttov, 17•5. Bell turiallttig Gmad.11tamr Milpla anstrepdolrr. use seeeo halls atilt dare spots ojaspbilll mofbig reti+ear. 6. 7.1 Hip & Ridge for Carriage House Shangle' and Grand Manor Shangle: Refer to instructions herein for Shangle' Ridge hip and ridge shingles 6. 8 LANDMARK"'; LANDMARK" IR, LANDMARKTm PRO, LANDMARK'm PREMIUM, LANDMARK'" 7T , LANDMARK' A SOLARIS, LAIN MARK'm SOLARIS IR, NORTHGATE: LOW AND STANDARD SLOPE METRIC DIMENSIONS 12" 14314" I7. 305 mm)— --(315 mm)--—(305 mm)—j A.` 1:t'4.4C:•JQ+S".•"::J•2d•4(r.i ::: K:n'dLl:ete::Nil i I—I"(25 tnril) Release Tape Naileble F Area Exterior Research and Design, I.I.C. Certglcate o/Authodsotlon A9S03 LANDMARK TL 1311Y' 13" 131/2" 343 man) f(330 mm) — —(343 mm)— I.- 1" (25 man) 1" (25 mm)—I Im J Flgrtm 1.1«1: Lrsejour calls for nreq•lrll sbbigin NorthGate: vrc Imm'. 4 17, 1.1 VA' 1P AVA 305 mm) + 075 mm) -1 f (305 mm) 1 2e ma) Nal nylrrb amrna I lfAoo P (25 oustet Na trip moos for low and standard sbpst (from 2:12 to 21:12) Nal aatF'ern hpar & bolt, list as $*K*n atlas. FBC NON-HVHZ EVALUATION Evaluation Report 3532.09.05-Rll FLS444• R10 Revision 11:12/08/2016 Page 7 of 12 TRINITY I ERD STEEP SLOPE Ilse sk nails and four spots of usplydt roofing cement for ewry full LANDMARK'TL I laminated shingle. See below. Asph:d( roofing cement should steel k%TM D4586 T)pe it. Apply I' spots of asphalt roofing cement uncle 131/2" 13:' 131/2" each corner and at :about 12' to 13• lip from each edge. (343 mm) (330 mm) (343 mm) METRIC DIMENSIONS 1•-1"(25 mm) 1 "(25 mm)-J ; I I 305 mm) (375 mm) (305 mm) 1"-j Imo - - --- V. 25 mm) (25 mm) at.ctm•_ we ran t.t•.s..ta,u-rig .trv:a,:.dr.r. Roofing CemeN i"(25 arun) Rda'a 4 Tape 1"(25 mm)- •- NailArea-L 1 4faxSttep 1 Figure 13 S: flue AV nails mrl four spots of nrphrift Dying cement on sleep slopes f 25 mm) (25 Own.66 Roofing Cement I. NorthGate: STEEP 12" 14-3/4' 12' SLOPE —(305 mm)-• +—(375 m —005 M*-1 HNAILING Neilin imits 1'(25 mm) betwe I Ines, 1"(25 mmj—•- 17 oo ng Cement Nailing areas for stoop slopes (greater than 21:12) I nd "Stor"allingn Nail between lower 2 nail Ones as shown above. ) 6.8.1 Hip & Ridae for Landmark'. Landmark' IR. Landmark' Pro, Landmark" Premium, Landmark^' TL, i Landmark' Solaris. Landmark' Solaris IR, NorthGate: Rh 6.8.1.1 Option 1: Shadow Ridge"' or NothGate Accessory G IT 97/8' N 305mm) (250 m) ti ' g15/1' 415/1B— i 150mm) (150mm) 6(125mel (125mm) potch (or Notch for Centering Canted% 12 / 7 F- \ /- - T131/4' gym) Notches for Alignment to ( 337mm) Notches torAllpnmea t to 5 the Top Edge of the Pmvloan (18 m) the Top Edge of the Previous (198mm) pp for5'(125mm)fxposure Qpfar5518'(141mm)fxpoaure English Dimension Metric Dimension Shadow Ridge- Shadow Ridge- ) Exterior Research and Design, I.I.C. tutgrcote of Authodraden N9S03 fBC NON•HVH2 EVAWATION Evaluation Report 3532.09.0S•R11 fiS444-R10 Revision 11:12/08/2016 Page 8 of 12 I I'D TRINITY I ERD eVAT 250 mui} 4 W16' (125 tent) i 131/8, II--(333 mm)---II Cet•101,tg match H••6 SB'-I.4-6 6ml-I II 168 mm II 168 mm II 131/4' S 337 rrm) \ P8ph thetf / T ? Centering nolehcf in lop 7 5/5 13 1/4' Notch alpc nt (194 mm) (337 mm) p:lydpus al4veo `echo meso 7 5/8, edge no (14 nun) edge alf revlous course. NorthGate Ridge NorthGate Accessory 3t174nm) ` I Laying Notch I I 725n"n) I I I IS• ExPosu„ 4zre 13-20.- Uss layingnofcbes /o center Ahlgfes on blps and r/Am, and /o /&vie the coned erposurei 6.8.1.2 For ASTM 03161, Class F performance use BASF "SonolasticO NP1"A" 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.OS-Ric CertlJkate oJauthorUat/on 99S03 FBC NON-HVHZ EVALUATION FL5444-R10 Revision 11:12/08/2016 Page 9 of 12 6.9 I PRESIDENTIAL SHAKEssn, PRESIDENTIAL SHAKE— IR, PRESIDENTIAL LOW AND STANDARD SLOPE: For low and standard slopes, use live nails for each full Presidential shingle as shown below. platting I•--- 40' »I Guide Linea (1016 mm) 5114 _^ 133mm) 141/4' 1 ill :tHmm) ( imm) NOTE: Apply nails on painted guideline. FIVre 164 Fasiming Amtiidontial end Presrdenlld rL Betake shingles on low and standard slopac J TRINITY IERD TLs"', PRESIDENTIAL SOLARIS'": STEEP SLOPE: For steep slopes, use nine nails for each full Presidential shingle and apply 1 • diameter spots of asphalt roofing cement under each shingle tab. After applying S nails in between the naWng guide Imes, apply 4 nails 1' above iab cutouts making certain tabs of overl)ing shingle cover nails, 1 T V diameter asphalt rooting cement t Flgum 16-7..- Fasletlttq Prefik"lld and P1W1dMlld r/L $bake skhWes on sleep slopes. 6.9.1 Hip & Ridee for Presidential Shake'". Presidential Shake'" IR. Presidential Shake TL'", Presidential Solaris'"• 6.9.1.1 Option 1: Presidential Accessory PRESIDENTIAL ACCESSORY Presidential accessory shingles can be used for covering hips and ridges. Apply shinglesmp.to the ridge (expose no more than 7' from the bottom edge of the -"tooth." Fasten each accessory with two fas• teners. 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 12r, x 12"; Portland, OR produces -97/8' 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 Crests' IR hip and ridge shingles. 6.10 I HATTERAS": LOW, STANDARD AND STEEP SLOPE: My- lj• j: r)oh dhs3 haft— WM01 mt Lad' dud A'lesdlrod.Volwt For Ime and stantlsrtl slopes. use (Im onus for ends fug Hattena shimpje. a< slwuv nlrnv. 1.. t. 1 nun) mml- rTEdm tt. l: mardiq /4+IMar.eN Itadd Sh1p.Yo^rf Far steep dope% ttw me nails sail eight ysus of taphah roaring tencttt for each fall Ilnteris shinoe 0 dtum al ome. Apply I 25aoas dlamerr s tas of runan6 ecuient (A.1TM D 4S86lipe 11 utiigestertl under pas Is lab cutem Pros sldnoe lutes place•, chi ant tgwse "Wells. CAUTION: Tao tutu h raoing central eta tvtre sMnllrs to Mister. Eltterior Research and Design, U.C. Evaluation Report 3S32.09.OS-Rif Certl/lcate of Authorlrotlon X9S03 F8C NON-HVH2 EVALUATION FLS4"-R10 Revision 11:12/00/2016 Page 10 of 12 Vf,RINITYIERD 6.10.1 Hip & Rldae for Hatteras"": 6.10.1.1 Option 1: Accessory for Hatteras Figure 15114.• 18!brag piece units separate to make 54 fattens Accessory shingfes, 6.10.1.2 Option 2: Cut Hatteras Shingles g„ 230 mnI) I I 18 gI8—•._(46 I---1_soda'M(20m 460mm) ` Cap Cap Cap Cap ` 2R Shingle Shingle Shingle Shingle 9 Figure 15.20: Cut Hatteras sbblgles to nxike cow cap. Figure 15-21. InS1494tfon of caps along hips and rklgm 6.10.1.3 for ASTM 03161, Class f performance use BASF "Sonolastic® NP11" adhesive or Henkel "PLm Polyurethane Roof & flashing Sealant", in accordance with CertainTeed requirements. 6.11 HIGHLAND SLATE"", HIGHLAND SLATE"' IR: LOW AND STANDARD SLOPE: STEEP SLOPE r— r— r—. r Use FfM nails and HIGtn'spots of asphalt roonng cement• for.earh on. t mo. aa^d ow.ro fuU Highland Slate shingle. Pot MlaadAade, SIX nalls are required. Apply I- diameter.vats of asphalt roofing cement under each tab t, as t L-«t L comer. Asphalt rooMg cement meeting ASIM D45% Type R Is suggested. twr sxMft*rMb baau avvewrr 0*V"dvao. Flguro I1•,3: Use FIVE nn/ls forewq lNghland aYale sbingla W+..1 Ora.i OAM Goe l ros.mr 1 wwt- - w w1".°.roa w"'"brOsmet " Flguro it -34. Mo FIVE na4t and slot Spa ttofospb dt Mifng crramt andar each tabWmar. CAUTION: Uicessire use of rooll%cetneni can cause shingles to blister. 6.11.1 Hip & Ridge for Hiehland Slate'", Highland Slate'4 IR: Refer to instructions herein for Cedar Crest'", Cedar Crest" IR or Shangle Ridge'" hip and ridge shingles. Exterior Research and Design, I.I.C. Certificate o/AuthorlmNon 89S03 F8C NON-HVHI EVALUATION Evaluation Report3532.09.05-R11 FL5444•RIO Revision 11:12/09/2016 Page 11 of 12 6.12 I PATRIOT'": LOW AND STANDARD SLOPE U-se FOUR naik (ur even• full shioglc locicd L..houm belmr. INI TRINITY I ERD Use rOtiR nails and four spots of asidull rooriog wnivoi for every full sidugle as shown bdow: Asphalt rcwrfutg cianent rumliug ANTdf U4586 Aj* It Is suggoled. Apply 1'(21 um1) sluts of asph:dl roofing couu11 ws shown. CAUI10N: CX4XISSive use of roofing cement can cause AdoWas lu blister. p5strcy l 13-L'A' -- j— n-iff 13-tor + fIIlrte) !SDeerd (SAmq '" •— rlYm r i•GSa 8aana0f am1 R all PaIr-N 6.12.1 HIP & Ridge 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 1S07.2.7.1 / 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 — QUA962S; (414) 248-6409; karen.buchmann@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 302.09AS-Fill Certlfleote of AuthortroUon 09S03 FBC NON-HVHZ EVALUATION FLS444-R10 Revision 11:12/08/2016 Page 12 of 12 I 4/28/2017 Florida Building Code Online l a , - !.. .c r 'r '. •::}.. .,•: i t • ' 1 . v,aa.pn I 4 rrC^tr`f3='i'11473 • 1 •I t ` , ti • t • i..`. .a : `.i !%i% '+ ", '#i(1;!II • 1 •: ll> :i;.'' ,I{{y ,1'{f•• `° c1•^q '• ''' .., fir• _, ...., .. t is s. f r dam' •' SCIS Home I Loa in 1 user Registration I Hot Topics I Submit Surcharge I Sara a Fans I Publlotions I Fae stare I BOO site Map I Units, I Seatth l gofinrifProduct Approval X 'USER: Put is User a .` naa ' Ptodutt Approval Menu > Prpdudt or Anollcatlon Soah > Application Litt > Application Detail FL S FL12328-R7 Application Type Revision Code Version 2014 Application Status Approved Comments Archived 1:1 Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext 2305 kerrl_eden@tamko.com Authorized Signature Carter Lea carter—lea@tamko.com Technical Representative Kerd Eden Address/Phone/Emall PO Box 1404 Joplin, MO 64802 417) 624-6644 Ext2305 kerrl eden@tamko.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 LC Quality Assurance Contract Expiration Date OL/07/2019 Validated By • Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL12328 R7 COI TSP14001 3 2014 FPA TAMKO Underlavments-FINAL, Ddf Referenced Standard and Year (of Standard) Standard year ASTM D1970 2009 ASTM D226 2006 ASTM 04869 2005 ASTM D6380 2003 Equivalence of Product Standards Certified By Sections from the Code httpsJAvww.floridabuilding.orgO/pr app dtl.aspx?param=wGEVXQwtDgtF2AezuarigOlAramDGm5aYo2bSa/o2baRvkOl3ThCOriWi58TQ%3d%3d 1/4 4/W2017 s I R • Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online Method 1 Option D 08/23/2016 08/23/2016 08/25/2016 10/13/2016 SummaryofProducts _. b...:. . t: FL d . Model, Number or Name" Description 12328.1 ASTM Slate Surfaced Roll Roofing Roll rooting surfaced with mineral granules 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 Underlayments-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 12328 R7 AE TBP14001.3 2014 FPA TAMKO Underlayments-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 It TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlayments-FINAL:odf Impact Reslstant: 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 TSP14001.3 2014 FPA TAMKO Underlavments-FMAL. odf Created by Independent Third Party: Yes 12328.3 Master Smooth Asphalt saturated 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-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 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•lndependent Third Party: Yes Other: See evaluation report for limits of use. • Evaluatlon Reports t312328 R7 AE TBP14001.3 2014 FPA TAMKO Underlavments-FINAL, odf i •• r, ,; Created by Independent Third Party: Yes 12328.5 No. 15 ASTM Asphalt saturated organic felt Limits of Use Installation Instructions Approved for use in HVHZ: No FL12328 R7 11 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 Underlayments-FINAL. odf Created by Independent Third Party: Yes 12.328.6 No. 15 UL 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 j I Impact Reslstanti N/A I Verified By: Zachary R. Priest 74021 httpsJ/www.Floridabullding.orgtpr/pr app dtl.aspx?param=wGEVXQwtDgtF2AezuarjgOlAramDGm5e%2bS%2baRvkOl3ThCQrPNi58TQ%3d°/aid 2/4 4MQ017 ' Florida Building Code Online it 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. Ddf 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 It TSP14001.3 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 U nderlavments-FINAL adf Created by independent Third Party: Yes 12328.8 No: 30 UL Asphalt saturated organic felt 1' Limits of Use Installation Instructions Approved for use In HVHZ: No FL12328 R7 II TBP14001.3 2014 FPA TAMKO i 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 12328.9 TAM -FELT Alternate to ASTM D 226, Type II underlayment I `' '.; • I "; •. Limits of Use Installation Instructions i "• '. '• Approved for use in HVHZ: No FL12328 R7 11 TBP14001.3 2014 FPA TAMKO Approved for use outside HVHZ: Yes Underlavments-FINAL. adf k' r'•+ : ; ' 1 Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 r , i .. Design Pressure: N/A Created by Independent Third Party: Yes ii •:'•,_;: '.:;; ' Other: See evaluation report for limits of use. Evaluation Reports i' '+''" ' ;• ;''' FL12328 R7 AE TBP14001.3 2014 FPA TAMKO Underlavments-FINAL.odf s•.;• Created by Independent Third Party: Yes 12328.10 TW Metal and Tile Underlayment self -adhering modlfled'bitumen underlayment Limits of Use Installation Instructions Approved for use In HVHZ: No FL12328 R7 11"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:Thkd 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 r. I 12328.11 TW Underlayment self -adhering modified bitumen underlayment Limits of Use Installation Instructions t Approved for use In HVHZ: No FL12328 R7 fI 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 i •;:: •• ;•.', ::+ ':: 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 i• LL195 I 19:{? Contact Us :: 2601 Blair Stone Road. Tallahassee Fl. 32399 Phone: 050-487-1824 The State of Florida Is an AA/EEO employer. Coovdoht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do rat want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 8S0.487.139S. -pursuant to Section 4S5.275(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 officlal communication with the licensee. However email addresses are public record. [f you do not wish to supply a j ,, • 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: PRO K4ta t_I httpsJAvww.0oridabuildjrtg.org/pNpr app dll.aspx?param=wGEVXQwtUgtF2AezuarjgOlAramOGm5e'Y.2bS%2baRvkOl3ThCQrIWi58TQ%a3d%3d 314 4/28/2017 Florida Building Code Online Credit Card Safe httpsJlwww.floridabuilding.orglprlpr_app dtl.aspx?param=wGEVXQwtDgtF2AezuarjgOlAramDGm5e%2bS%2baRvkOl3ThCQrIWI58TQ%3dolo3d 4/4 CREEK TECHNICAL SERVICES, LLC Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 5T" EDITION (2014) Manufacturer. TAMKO BUILDING PRODUCTS, INC. Issued August 22, 2016 P.O. Box 1404 Joplin, MO 64802 417) 624-6644 http:Uwww.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. 1507.4.6.3, 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 aWy Report No. Standard Y= 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-215-62-01 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 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) 13CA12269 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 FRSAITRI 07230 for tile applications. Allowable roof coverings: Attachment of asphalt shingle valleys and clay and concrete file shall be permitted in accordance with the FBC. TBP14001.3 FL12328-R7 Page 1 of 4 This evaluation report Is provided for Stale of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This -evaluation report does not express nor Imply warranty, Installation, recommended use, or other product attributes that are not specifically addressed herein. C TAMKO BUILDING PRODCUTS, INC. G TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® ASTM Tile ASTM D 6380, Class M, Type II underaymeni 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 the applications. Allowable roof coverings: Attachment of clay and concrete the shall be permitted In accordance with the FBC. TAMKO® Master ASTM D 6380, Class S. Type IV undedayment 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. TAMKO® 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. TAMKO® No. 15 ASTM ASTM D 226, Type I undedayment constructed from a non -perforated organic felt that Is Asphalt Saturated saturated with asphalt. Organic Felt Application: The undedayment 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. TAMKO® No. IS UL ASTM D 226, Type I undedayment 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. TSP14001.3 FL12328-R7 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. J 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. TAMKOO 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 underayment 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 F8C. TAMKO®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 TIN 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. TBP14001.3 FL12328-R7 Page 3 of 4 This evaluation report is provided for Stale of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This evaluation report does not express nor imply warranty. Installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments 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 manufacturers 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 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 underlayments 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. No 74021 jr 0 STATE OF 4/: t 11 of it N AI I t.` CERTIFICATION OF INDEPENDENCE 2016.08.2 2 09:35:39 041001 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, not will acquire, a financial Interest In any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, not 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 Stale of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report Is valid. This•evaluatlon report does not ekpress nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, r 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: 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 Entity Report No. Standard Y I PRI Construction Materials Technologies (TST6049) TAP-191-02-01REV ASTM 0 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 (TST6649) TAP-215-02-01 ASTM D 226 2006 PRI Construction Materials Technologies (TST6049) TAP-216-02-03 ASTM 0 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 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 0 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 FRSAITRI 07230 for tile 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. CREEK TAMKO BUILDING PRODCUTS, INC. TAMKO Underlayments TECHNICAL SERVICES, LLC TAMKO® ASTM Tile ASTM D 6380, Class M, Type II 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 end laps and in accordance with FRSA/TRI 07230 for the applications. Allowable roof coverings: Attachment of Gay and concrete file shall be permitted in accordance with the FBC. TAM KOO Master ASTM D 6380, Class S, Type IV underayment 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. TAMKO® 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 underayment 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 tie roofing shall be permitted in accordance with the FBC. TAMKO® 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 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. TAMKO® No.15 UL ASTM D 226, Type I underayment 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. TAMKO® 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: TAMKO®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 11 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. NXI aCREEK TAMKO BUI TAMKO UnderlaymcntDINGPRODCUTS, INC. 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) 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 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 underlayments 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. irA'/ No 74021 9•: STATE OF 4. Ft 0NAi , %% 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, 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 Interesfln any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a fnancial 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 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. 4/28/2017 Florida Building Code Online r'....4.1'."<<:fJl ti'i[ti; `: , 1 . , off;; f 1 . • G . " .. i •G PY•. 1 171 1;1•.1' 9:...:ie.J.. 1, 1e!4, :In 11 .. .., ._ ..Irl'::1•. s' 1::...'1 L -:.::ti:• . to v •:si_ 1. 1. '. ."-•*. i,f BCis Home I Log In I user Registration I Hot Topers I Submit Surcharge 11 stats f1 Facts ( Publications I FBC Staff I SCIS Site Map I Unks I Search i Product ApprovalL7etabPruSeR: Public user Pmduet Aeoroval Menu > Product Or A001=10n Search > A0011oNon List > Appneatlen Data 11 tOMa;W.j FL # FL1S8-R8 1 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emal l Category Subcategory Compliance Method Certification Agency Validated By ' Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method CAST-CRETE USA, Inc. PO -Box 24567 Tampa, FL 33623 813) 621-4641 Ext 128 cparrino@castcrete.com Craig Parrino cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 cparrino@casterete.com Structural Components Products Introduced as a Result of New Technology Certification Mark or Listing Miami -Dade BCCO - CER Miaml-Dade BCCO - VAL Standard AC1 318 ACI S30 Method 1 Option A Year 2011 2011 F;1---i r+°1' '•; - Date Submitted 04/29/2016 https:/A~.floridebt ilding.orgtpr/pr epp otl.aspx?param=wGEVXOwtDquegl%2bT71%2fF192gnRzHNulcgj5pqL.XkU6ga/o3d 1/2 4128@017 Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online OS/06/2016 05/06/2016 t6n4inary of Products L. ' FL* Model, Number or Name Description' ISSA High Strength Concrete Untels 4, 6, 8, and 12 Inch wide lintels Limits of Use Certification Agency Certificate Approved for use In HVH2:: Yes FL158 R8 C CAC NOA 14-0903.03.odf Approved for use outside HVH2: Yes FLI58 R8 C CAC NOA 16-0126.03.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 05/21/2017 Other: Superimposed loads shall not exceed allowable safe Installation Instructions load FLIS8 R8 It NOA 14-0903.03.odf FL158 R8 II NOA 16-0126.03.odf Verified By: Mlaml-Dade BCCO - CER Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Contact Us :: 2601 Blair Stone Road. Tallahassee FL 32399 Phone: 850.487-1824 The State of Florida Is an AA/EEO employer. Coovraht 2007-2m13 State at Florda.:: Privacy Statement !: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please coned 850.467.139S. -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 I htlps•JA~.8oridabLdlding.orglpr/pr_app dU.aspx9param=wGE\IXQwtDquegi%2b771%2fF1g2gnRzHNulcgj5pgLXkU6g%3d 2l2 M IAM I -DARE MCIAMI-DARE COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADM][NISTRATION DIVISION Miami, Florida 33175-2474 T(786)315.2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) inyw.m(nmidade.aov/ecouomv Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued tinder the applicable roles 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 (ln Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 4", 6" & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Pan•ino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision stanip with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or procoss. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed. by the expiration date may be displayed in advertising literature.. If•any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 13-0321.07 and consists of this page 1, evidence submitted pages FI-1, E-2 and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Mnkar, P.E., M.S. NOA No.14-0903.03 TYMIAMIDAOECOUN/ L/t• `GYM Ltxpiration Date: 09/11/2018 Approvnl Date: 10/09/2014 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 1103-0605.04 A. DRAWINGS 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Details" sheet I of 1. prepared by Craig Parrino, P. E., dated 11arch 24, 2003 and Dr enving No. LT4612, titled Cast -Crete 4 ", 6" & 12" Lintel Safe Load Tables'; sheets I through 3 of 3, prepared bi, Craig Parrino, P.E., dated rLlarch 24. 2003, Iasi revision #1 dated April 28, 2003 both dra vings signed and sealed by Craig Parrino, A E. B. TESTS 1. Test report onflexural altesting on 4 ", 6" & 12" Precast Concrete Lintels Filled and Unfilled , tllodels, total of (13) concrete Nntel specimens, per ASTME-S29-94, prepared by Applled Research Laboratories, Report No. 30404.4, dated 04110103, signed and sealed by Christopher A. Namon, AE. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 05129103, 207 pages, prepared by Craig Parrino, P.E., signed and sealed ba; Craig Parrino, P.E. 2, Calculations for Cast -Crete Lintels, dated 05129103, 140 pages, prepmed by Craig Parrino, P.A. signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Mach/ne A1ade Precast Lintels revised on H(Di 1, 2002. 2. Cast -Crete Quallop System Alanual for Prestressed Products dated 2002, 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drmwng No. FD4612, tilled "Precast and Prestressed Lintel Details". sheet I of I, prepared by Craig Parrino, P.E., dated March 24. 2003 and Drmving No. LT4612, tided Cast - Crete 4", 6" & 12" Lintel Sgfe Load Tables'; sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated 11arch 24, 2003, last revision dated March 11, 2008. B. TESTS 1. None. C. CALCULATIONS None. D. QUALITY ASSURANCE 1. 13y Miami -Dade Coua i, Building Cade Compliance Orce. E. MATERIAL CERTIFICATIONS 1. None. H iy A. Malcai•, P.E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiratlou Date: 09/11/2018 Approval Date: 10/09/2014 E- 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL N 12-0209.12 A. DRAWINGS 1. Drawing No. FD4612, tilled "Precast and Prestressed Li uel Details". sheet 1 of 1, prepared by Craig Parrino, P.E., dotted March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Scfe Load Tables"' sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated ivlareh 24, 2003, lost revision dated March 11, 2008, all signed and sealed by Craig Parrino, P. E., on March 22. 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Cotamy Department of Permiding. Emvirormrew, and Regulatory Affairs. E. MATERIAL CERTIFICATIONS 1. Nome. F. OTHER 1. Letter from Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Coda, 2010 Edition. 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL H 13-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. Arone. D. QUALITY ASSURANCE 1. By Mimni-Dade Counly Deprn-tmew of Regulamy catd Economic Resources (IER). E. MATERIAL CERTIFICATIONS 1. Notre. to ny'A. Mahar, P.E., M.S. Product Control Unit Supervisor NOA No, 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E-2 2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 5. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing IV& FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrino, P.E., dated Afarch 24, 2003 and Drawing rYo. LT4612, titled "Cast -Crete 4 ". 6" & 12" Lintel Scife Load Tables", streets I through 3 of 3, prepared by Craig Parrino, AE., dated klarch 24, 2003, last recision dated .Bare 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. r C. CALCULATIONS ` 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236, prepared by Craig Parrino, P.E., signed and sealed by Craig Arwrino, P.E. D. QUALITY ASSURANCE 1. By Maud -Dade Cotnrn, Depm7urent of Regulatorl, mud Economic Resources (RfsR). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter fi-oni Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino. P.E., certifying compliance with the Florida Building Code, 2014 Edition. Hei . Whilcar, P.E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiratlon Date: 09/11/2018 Approval Date: 10/09/2014 E-3 r = ET PENNINEilljlnjfl-NNiMtN P Um 89 @E Um i2 H- HiNE ocococcINOR MEMO 99 Room NEWER NURRM MEN ESHEEER E EE EIMI pccco o c ccc`c` 77LaL77` c`77oo EEEE ED f 3 Zn 7d tlf m g r W d d a. d 1y p 1 D e o O Wd 9c N yC , x, ;t• 11 Ilia I Eiji. fj 4,x 1. 1t: 1... jL. Ira. r • : • f.! i` • J LL. LL co h ta, aE • mI 00 IJ • r .r • N 4 s e aAOIL C - J44 I 04 t.. sus$ tolpMgtt1ppp14a a OW • 0141 011 91 y if, I D i6 t=i a1i L• MLLT/ .9 9 91 of s a^ s sa s a w O W JJ i 1 G w Ih 10 h O QLL m IA 7 00 P 10 f p 01 ff 1 N co O e•f LL 6 t0 (IID M f M I'I N M N N N QN W n f` m o M N n IA l09 M f M N N Z t7 y y ye7y yy 7y t7 tl c7 io o io io 7o T io v b q O Q N mj CYII 1 10 f1 LL h N N O f N R T m O W yy yyS O i"• pr v v a G v ZCC J2 J ^ ffi of h M 3 W . S z - s • J Q W d Q is L3 S7 yy@pI _ N C fy a •' h n N Nm W yJj s 4O Ip N ffi u N Z6 9a'. , S__ A in d Grp• f Epp N 1 H d N (O oA a W Q* N a to I set s LL Z 7n 40 50 L • . t7 : QquJla7n7n7oi. 0 ,L 0''f•y V y LL N m a o ao ' •'• ('rS• M C pN O 1A 6 O I 1 W N f f N iA b f 01 N I r 2 Z 7 5 ui c z $ W H N 4 tl1 d a g 9' s s y W n a IT a Ol I ME i J LL W 6 4 V Ow N M Ma N N h f en N fA Obi Obi N w j SQ N ffi ffi R 2 N e b ZNN10YIfHn 2 0 R f f v_ 0 1 v N N N Wd O o Yj q YNf 2 d y up~i B Yf f A N ff Mb N Nr Yl Uf If N r{/ V yaJ, N A d V W m I MIAMDADE MIAMI-DARE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations goveming'the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). . This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the tight to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel. Fabrication Details", sheets l through 3 of 3, prepared by Craig Parrino, P.E., dated June 7,1996, last revision dated June 12, 2014, signed and sealed by Craig Parritio, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer"s name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur'after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA renews NOA # 14-0903.02 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, & E-5 as well as approval document mentioned above. The submitted docuin'entation was reviewed by Hglmy A. Makar, P.E., M.S. e! y NOA No. 16-0126.03 MIAMI•DADECOUNTY C^) Z ExplrationDate: OS/21/2017 Approval Date: 04/28/2016 4/2, s Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet I of 1, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables'; prepared by Craig Parrino, P.E., dated 0610 719 7, revision #4 dated 04128198, sheet 1. of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, perASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 0 713 019 7, signed and sealed by Christopher A. Ramon, P.E. C.• CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P. E. 2. Calculations for Cast -Crete 8-inch Lintels, dated 11/11196, -45 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06/20/95 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11/13/95 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report 42111-078240 dated 04/25/96 for #3 rebar by Ameristeel. S. Mill Certified Inspection Report #84-M19614 dated 02/29/96 for #5 rebar by Birmingham Steel Corp. ti Mill Ceri fed Inspection Report #58A66332 dated 01128/96 for #4 rebar by Birmingham Steel Cotp. 7. Mill Certified Inspection Report #84-M20749 dated 04/05/96 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-M19805 dated 03/06/96 for #4 rebar by Birmingham Steel Corp.• 9. Mill Certified Inspection Report #84-M21208 dated 04/21/96 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04/03/96 for #5 rebar by Birmingham Steel Corp. ayae2 Ffq*y'A. Makar, P.E., M.S. ProducrControl Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report N84-M20749 dated 04105196 for 95 rebar by Birmingham Steel Corp. 12. Quality Control Manualfor Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2.. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. . - None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details". sheet I of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #2 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", sheets I & 2 of 2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed'by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTM E-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. k-,-4 -/). wze e— e T(Whj A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21t2017 Approval Date: 04/28/2016 E-2 i Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 406-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letterfrom Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P. E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter front Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. H A. Makar, P.E., M.S. Product Control Section Supervisor NOA No.16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS I. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revlslon dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE' SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details" sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. ' QUALITY ASSURANCE 1. By Miami -Dade County Department of Regulatory and Economic Resources (REA). E. MATERIAL CERTIFICATION ' 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. He A. Makar, P.E., M.S. Product Conte'ol Section Supervisor NOA No. 16-0126.03 Expiration Date: OS/21/2017 Approval Date: 04/28/2016 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. -CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By MiamiDade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. i'-' / akej oe 144WA. Makar, P.E., M.S. Product Control Section Supervisor NOA No.16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-5 to paSa a, r mgq gell, IM sae V 9g 4 TadsR "_ , ddd Ili ii J W ga g gg g EH ++ .• uu••• i CO t1.7 ilia Igsga 5 i 9 gEg g •• =: a x a° <eereo aoo• en nnnn w w n w s'i 1,,, • N O ooe od dd 8G H Ln W qq V Ij Y 6 m . f t£ W • r batr5W () a P P P e o= Y« < LL U, G sj • I " ' w iwn ••a Z N M • l w •s s - - a c W W I I I C 7?•i?o?_ i 31 Uj ° ujIr tIladddddie•• n 777 7 b a ii. i. a Ra A a aa 9`a_9 3e pe'"c_eye"r ql s Ns?__a s4 Aa_II l s o Bg$rp a sSg pp pp SS g$3$F$$R7 i. Cyi i%16 oi n S§$$$89:E:•^..aTt z a6$fJSC7FA«x p Ym r m N WJ h f fl iff 7D S T N N N q d M pm C 2 Z Z 2 Z 2NNNNNZ a e1;m a7$e g ggy97Rggi8g. iiR8 CS6s1 13lHR y Y. C Z s p a V m P e • b b o : (A LLJ o Gat Co co m 1.( p • a 4 alYLL L wnu,.ysi. 3 8 , 00 —1 4 a l i o O IQ 2y LL uj U. ( .• J L.1 i g ; to 8 s LI C J 1• E a 9 g 3 ' a 2 a gIB I A 21 F r N jt 0 U. esu eFig a 0 3 U.,,,, ,,, f aZ sly y '•.1' - R RC R 6p8 w - O 2 im ll>s W Y Y N if1 tG A O! o m in a M N io LLa co e 7G aJ$ 3 R 6ARI W 7aR$ MIAMI•DADE MA II-DADECOUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 1180S SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474 T (786) 315.2590 F(786)315.2599 NOTICE OF ACCEPTANCE (NOA) i nv.mlamldndaeov/ecouomv Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued tinder the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: ( Cast -Crete) 411,611 & 12" High Strength Precast and Prestressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD4612, titled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parritro, P.E., dated March 24, 2003 and Drawing No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Pan•ino, P.E., on August 19, 2014, all bearing the Miami -Dade County Product Control Revision starrip with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed- by the expiration date may be displayed in advertising literature.. If•any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA tt 13-0321.07 and consists of this page 1, evidence submitted pages E-1, E-2 and E-3 as well as approval document mentioned above. The submitted documentation was reviewed by Helmy A. Makar, Y.E., M.S. MIAM4DA0 C 903.03 INTY v.` r / ,•• NOA No.14-0 Expiration Date: 09/11/20181/2018 Approval Date: 10/09/2014 f / Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #03-0605.04 A. DRAWINGS 1. Drawing No. FD4612, tilled "Precast and Prestressed Lintel Delally", sheet I of 1, prepared by Craig Parrino, P.E., doled March 24, 2003 and Dr.-ming No. LT4612, titled Cast -Crete 4", 6" & 12" Lintel Sri% Load Tables", sheets 1 though 3 of 3, prelwed by Craig Pturino, P.E., dated March 24, 2003, last revision #1 dared April 28, 2003 both drawings signed and sealed by Craig Parrino, P. E. B. TESTS 1. Test reporl on flexural testing on 4 ", 6" & 12 " Precast Concrete Lbrtels Filled and Unfilled Models, local of (13) concrete Hntel specimens, per ASTME-529-94, prepared by Applled Research Laboratories, Report No. 30404.4, dated 04110103, signed and sealed by Christopher A. Hannon, AE. C. CALCU.LATIONS 1. Calculations for Cast-Crele Lintels, dated 05129103, 207 pages, prepared by Craig Parrluo, P.E., signed and sealed by Craig Parrino. P.E. 2, Calculations for Cast -Crete Lbrtels, dated 05129103, 140 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1, Quali .), System Manual for Cast -Crete Machine rllade Precast Lintels revised on Hav 1, 2002. 2. Cast -Crete Qualify System Manual for Prestressed Products dated 2002. 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 08-0320.09 A. DRAWINGS 1. Drmving No. FD4612, tilled "Precast and Prestressed Lintel Details", sheet 1 of 1, prepared by Craig Parrbro, P.E., dated rllarch 24, 2003 and Drenving No. LT4612, tilled Cast -Crete 4", 6" & 12" Lintel Safe Load Tables", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., doled rYlarch 24, 2003, last revision dated Afru-ch 11, 2008. B. TESTS 1. None. C. CALCULATIONS 1. Alone. D. QUALITY ASSURANCE 1. 13y Miami -Dade Cotnrly Building Code Compliance Orce. E. MATERIAL CERTIFICATIONS 1. None. Hfiy A. Nalmr, P.Lr.,1M.S. Product Control Unit Supervisor NOA No.14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL B 12-0209.12 A. DRAWINGS 1. Draining No. FD4612, titled "Precast arul Prestressed Lintel Details", sheet I o/ 1, prepared by Craig Parrhro, P.E., dated March 24, 2003 and Drowirrg No. LT4612, titled "Cast -Crete 4", 6" & 12" Lintel Sqfe Load Tables", sheets l through 3 of 3, prepared by Craig Parrino, P.E., dated :1larch 24, 2003, last revision dated rllarch 11, 2008. all signed and sealed by Craig Parrino, P. E., on Alarch 22, 2012. B. TESTS 1. Norre. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Mami-Dade County Department of Permitting, Environment, and Regulalory Affairs. E. MATERIAL CERTIFICATIONS 1. Nome. F. OTHER 1. Letterfrom Cast -Crete Corporation, dated February 03, 2012, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010 Edition. d. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 013-0321.07 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department of Regrrlalor y and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Noue. giffify A. Makar, P.C., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED S. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. FD4612, titled "Prectst and Prestressed Lintel Details'; sheet 1 of 1, prepared by Craig Parrino, P. E., dated A'farch 24, 2003 and Drawing Mo. LT4612, titled "Cast -Crete 4 ", 6" & 12" Lintel Sgfe Load Tables", sheets I through 3 of 3, prepared by Craig Parrino, P. E., doted March 24, 2003, last revision dated June 12, 2014, all signed and sealed by Craig Parrino, P.E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for Cast -Crete Lintels, dated 0811912014, pages 14.201 through 14.236. prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, AE. D. QUALITY ASSURANCE 1. By Mianli-Dade Cointly Department of Regulatoij, rnid Economic Resources (RI;R). E. MATERIAL CERTIFICATIONS 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014. signed and sealed by Craig Parrino, P.E., cent Being compliance with the Florida Building Code, 2014 Edition. Hel 4aller, P.E., M.S. Product Control Unit Supervisor NOA No. 14-0903.03 Expiration Date: 09/11/2018 Approval Date: 10/09/2014 E-3 n, W Z I'- Q ZJ QLa WW U a zo xQ Z W dx N VI LLS W x a N t W Ld 9 as eGC ll, 1 i J 0 t L L LLJ i song a g e a N ell o, a' cai S fit LLb; a Hilt` c a IIM44 N- 14 UNININ jlim]J- l^ MEN mol j 00 co n 40 V) 4 U. C4 C:j 0 C4 A 00 n CL e) C4 Lj 1 11111111 11AAAAAAA-" L ILL. cC4L LLJI.— z z W i -.j I CN) 4 Ad R C4 Ix LLJ cl 0 Lo LLJ co LU ui C4LL. Resides w 111ILLILLM-LILL cA LL " •-' '%* LL cc• to U. N! FA Eli A A r, 13 T 9 T e F IF k 31aa bu bu Ali P. z4 a IAbeCJ —J rig, Ila C-4 ig, C4-1 KtGLN% IWKKON At2 iflaA!, I as a a N a O sq Y O H 11 NW 7 LL II 1 I.I/II II/I C fi O O LL1A•. Zu1. h l •• g O n U• h M OI t0 n N V a rl M N Io YY CAW ^ N a' is N t3 N r If W i Q s W 1! m Li Ci t< • as # ' • ,,, U a 12Ii 2 c a WQ C 8Q a W R . z tU• to ^ 2 W d N M M N ,....... G a h 7 n pp 7 N O to Z m0 'IN Q[ In 1'i 4 i m W cm S W CL LL w v v rv WWaTtib !O So bo u r iv J in in io i a i G Q C 6 oil I N W 1 n 1 IQ F4 C 6 r N dLL W S y S N LLnp y jQ mp_ m f W r rl d t1 d d d 4 r r r r r r r Z fC p 10 10 10 i iG O f O f M gq Km• PLLd m d N NNt0tor C^i fV 2 2 d 6 x2^ N g a H o Fo.' h i3 Q d Z o m 0 w o 5S a I/ rn r d 6 rJ t1 v Z Se eo b en o io v r• n Uf lu 7+ ba J M IAM I-DAfDE MIAMI-DADE COUNTY PRODUCT CONTROL. SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DMSION Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Cast -Crete USA, Inc. P.O. Box 24567 Tampa, Florida 33623 SCOPE: This NOA is being issued under the applicable rules and regulations governing'the use of construction materials The documentation submitted has been reviewed and accepted by Miami -Dade County RER- Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: "Cast -Crete" 8 inch High Strength Precast and Pre -stressed Concrete Lintels APPROVAL DOCUMENT: Drawing No. FD8, titled "Cast -Crete 8" Lintel. Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7,1996, last revision dated June 12, 2014, signed and sealed by Craig Parritto, P.E., on August 19, 2014, bearing the Miami -Dade County Product Control Renewal stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturer's name or logo and the Miami -Dade County logo. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur'after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other put -poses shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall bo 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 1$14-0903.02 and consists of this page 1, evidence submitted pages E-1, E-2, E-3, E-4, & E-5 as well as approval document mentioned above. The submitted docturientation was reviewed by H ]my A. Makar, P.E., M.S. NOA No.16-0126.03 MIAMIOADECOU Expiration Date: OR21/2017 Approval Date: 04/28/2016 Page 1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #96-0613.01 A. DRAWINGS , 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; prepared by Craig Parrino, P.E., dated 06107196, revision #1 dated 11108196, sheet 1 of 1, and Drawing No. LT8, titled "Cast -Crete 8"Lintel Safe Load Tables'; prepared by Craig Parrino, P.E., dated 06107197, revision #4 dated 04128198, sheet 1. of 1, both drawings signed and sealed by Craig Parrino, P.E. B. TESTS 1. Test report on flexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (36) concrete lintel specimens, per ASTMS-529-94, prepared by Applied Research Laboratories, Report No. 29702B, dated 07130197, signed and sealed by Christopher A. Hamon, RE, C, CALCULATIONS 1. Calculations for Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P. E. 2. Calculations for Cast -Crete 8-inch Lintels, dated I1111196,'45 pages, prepared by Craig Parrino, P. E., signed and sealed by Craig Parrino, P. E. D. MATERIAL, CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996 for cement by Southdown Brooksville Cement Laboratory. 2. Mill Certified Inspection Report #20-8275 dated 06120195 for pre -stressing strand by The Crispin Company. 3. Mill Certified Inspection Report #20-8345 dated 11113195 for pre -stressing strand by The Crispin Company. 4. Mill Certified Inspection Report #2111-078240 dated 04125196for #3 rebar by Ameristeel. 5. Mill Certified Inspection Report #84-M19614 dated 02129196 for #5 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report #58-A66332 dated 01128196 for #4 rebar by Birmingham Steel Corp. 7. Mill Certified Inspection Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 8. Mill Certified Inspection Report #84-MI9805 dated 03106196 for #4 rebar by Birmingham Steel Corp. 9. Mill Certified Inspection Report #84-M21208 dated 04121196 for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report #84-M20652 dated 04103196 for #5 rebar by Birmingham Steel Corp. ny A. Makar, P.E., M.S. Preduc ontrol Section Supervisor NOA No.16-0126.03 Expiration Date: 05t2L2017 Approval Date: 04128t2016 E-1 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 11. Mill Certified Inspection Report #84-M20749 dated 04105196 for #5 rebar by Birmingham Steel Corp. 12. Quality Control Manual for Cast -Crete Machine Made Precast Lintels dated 05114196. 13. Quality Control Manual for Pre -stressed Products dated 03120195. 2.. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. . - None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. MATERIAL CERTIFICATIONS 1. None. 3. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS: 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheet I of 1, prepared by Craig Parrino, P.E., dated June 7, 1996, revision 42 dated January 28, 2003, and Drawing No. LT8, titled "Cast -Crete 8" Lintel Safe Load Tables", sheets 1 & 2 of2, prepared by Craig Parrino, P.E., dated June 7, 1996, revision #5 dated March 24, 2003, all drawings are signed and sealed"by Craig Parrino, P.E. B. TESTS: 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 30404B, dated 04123103, signed and sealed by Christopher A. Hamon, P.E. C. CALCULATIONS: 1. Calculations for Cast -Crete High Strength Precast and Pre -stressed 8-inch Lintels, dated May 29, 2003, sheets 1.1 through 1.493 and 2.1 through 2.336, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATION: 1. Quality System Manual for Cast -Crete Machine Made Precast Lintels revised on May 01, 2002. 2. Cast -Crete Quality System Manual for Pre -stressed Products dated 2002. 161(ni A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04R8/2016 E-2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222.01 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E. B. TESTS 1. None. r C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building Code Compliance Office. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, P. E. 5. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL # 11-0121.04 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade Building and Neighborhood Compliance Department (BNC). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2007 Edition. H A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-3 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12-0209.13 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8"Lintel Fabrication Details", sheets 1 through 3 of 3, prepared by Craig Parrino, P.E., dated June 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami -Dade County Department ofPermitting, Environment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete Corporation, dated 0210312012, signed and sealed by Craig Parrino, P.E., certj&ing compliance with the Florida Building Code, 2010 Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #14-0903.02 A. DRAWINGS 1. Drawing No. FD8, titled "Cast -Crete 8" Lintel Fabrication Details'; sheets I through 3 of 3, prepared by Craig Parrino, P. E., dated June 7, 1996, last revision dated June 12, 2014, signed and sealed by Craig Parrino, P. E., on August 19, 2014. B. TESTS 1. None. C. CALCULATIONS 1. Calculations for High Strength Precast and Pre -stressed 8-inch Lintels, dated August 19, 2014, sheets 14.101 through 14.124, prepared, signed, sealed by Craig Parrino, P.E. D. ' QUALITY ASSURANCE 1. By Miami -Dade County Department ofRegulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION ' 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2014 Edition. He A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-4 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 8. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. None. B. TESTS 1. None. C. -CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATION 1. None. F. OTHER 1. Letter from Cast -Crete USA, Inc., dated January 13, 2016, signed and sealed by Craig Parrino, P.E., certifying compliance tivith the Florida Building Code, 2014 Edition. Hqj5rfA. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 16-0126.03 Expiration Date: 05/21/2017 Approval Date: 04/28/2016 E-5 figM Q b LAJ in o 31 «3sa Ise* . 9e gg . d d 1 re 03 ps 94 C.) 5 ' G S :- OW• I Pam. •` E e eoea .. eC " xs «nnnn I p l Yl 1 1 e • Baas 333 g • n Ann www aA . q! J g ai g IJ 1 do d od6d AI. Lai W- U s L aLLA s 20 G :: a 3co cn C7 'n • 1 b Srn . :. :e 'v w n o le o Z W N 1 a A0o00 0 0 O 3' W Vl M- v • e w « n b 1 3 all 0 A n o i rn a p Ngdd d psimm _ - - n neo N 00 ae"ad a e I 7T1" ikZ I 1 1 i 1 el : el n - -•1n. OE's" zsfji i"-. S s815 lit o"s159, 1E §la:x asRAe z'aAssasaraa z 0 z ' W m CI In N W OI nqn N M pp N ppN N N N LLO. 41 P N P '7 f` N Y P f MI N N N .• •- N dp a n ,°n' a n upi d n n N N i i i i z i i r trey r r (b 7(p h, a IS Sta —lax illre l&it m o e e i i Y'••«« Fo So Ea Fii Fi i M F Tip n j Q ,H,NBFoyIhC. bffig S.7`C4Ea4'£n4:.4. W c c LinbA CI In N W OI nqn N M pp N ppN N N N LLO. 41 P N P '7 f` N Y P f MI N N N .• •- N dp a n ,°n' a n upi d n n N N i i i i z i i r trey r r (b 7(p h, a IS Sta —lax illre l&it m o e e i i Y'••«« Fo So Ea Fii Fi i M F Tip n j Q ,H,NBFoyIhC. bffig S.7`C4Ea4'£n4:.4. W c c LinbA IS Sta —lax illre l&it m o e e i i Y'••«« Fo So Ea Fii Fi i M F Tip n j Q ,H,NBFoyIhC. bffig S.7`C4Ea4'£n4:.4. W c c LinbA a z a 10$S S tyI Bd 88 SSIG a i!n a113 W j. e ifl 1N 0 GI p 0 0 iAoO to fm e fEG U- co n r 1yp r pp 0p OQ LL a 4al ofmx00 a1 n Q-WV, oY MN mN s O M 0 S a o7ig inn BZ sOW a ss 4lai a, R ivs- ioell W in U it b eT - ---- c v Ll b Ii, TiLL71. L007z ss ccy 1 Nflo Ns Ps HjrA r g3g1g44j". py i ;till! . , lst:a R • t t s' a B CAB w - aa REQUEST FOR TUG & PREPOWER AGREEMENT ALL RESIDENTIAL PROPERTIES Altamonte Springs, Casselberry, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Date: 'S 1%14 1 Pr 813 Project Name: t 7 b-o-m f JQ Project Address:!4Q A C'N CQk` fYv Building Permit #: 1 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. Este x0mun Print NameoofO 7enant Signature ofOwner/Tenant JURISDICTION EMPLOYEE NAME: JURISDICTION: CALLED INTO Rev. 02/10/15) Robert llets BWiCD Easky_-ki wk PrintmefGen. Contractor Print Name of El. Contractor Signature of Gen. Contractor Signature of El. 4Conctor CGC 1522347 Gen. Contractor License # F _ 0013CQ1 El. Contractor License # o Progress Energy o Florida Power and Light on / ra;td n5 'es:wt t—I ly CITY OF SANFO D BUILDING St FIRE PREVENTI N PERMIT APPLICATI N Application No: Documented Construction Value: S 5`i 25. 02 Job Add ress: 110 3 5 mil t C l,.ir j-F-erd n DCO J e - U; 4- 1 3 Historic District: Yes No Parcel ID: Type of Work: New El Addition Description of Work: Residential a Commercial Alteration Repair Demo Change of Use Move J1n .rJ e l— Plan Review Contact Person: b4 bu-eia-p-r Title: Phone: -+2-4 -Zy3 - 33-13 Fax: Email: Gdu Name Street: City, State Zip: Property Owner Information Phone: Resident of property? : Contractor Information Name Phone: Street: izJ Fax: _ fI-ZU3 - 3£3 3 2,4Co - yy 6& City, State Zip: ©A O-040 , ft, 32-eLy State License No.: Architect/Engineer Information Name: Phone: Street: Fax: City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: ZC,3Li 2- eI 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 OBT kIN 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 cons tru tion in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, p ols, 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: "Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NO ICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be four d 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. Acc ptance 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 o der 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, cred it 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 Oone in compliance with all applicable laws regulating construction and zoning. lure of Owner/Agent Date Signature of Contractor/Agent DateSigni acO 7 Name Print Con nt's N e ture of Notary -State of Florida Date Signature of No -State of Florida Date PrintOwner/Agent's Signi ATSUSI nt• MY COAu!ISS!ON 0 FF 1 M4 i cXPIt+ES August 25 2018 nru,laeryPol eUadercmton Agent is Personally Known to Me or Contractor/Agent is t/ Personally Known to Me or d ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY is Required: Building Electrical Mechanical Plumbing[] Gas Roof Type: Occupancy Use: Sq Ft of Bldg: Flood Zone: Min. Occupancy Load: # of Stories: Construction: Electric - # of Amps Sprinkler Permit: Yes No # of Heads ALS: ZONING: ENGINEERING: UTILITIES: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: FIRE: BUILDING: June 30, 2015 Permit Application 9507 State Road 52 Hudson, FL 34669 123 Miller Road Vairioo, FL 33594 40117-441949701 Bachman Road Orlando, FL 32824 Established 1973 www.RJKietty.com 727.863-5486 813-661.0707 407.855-2636 State License # CF-0O202 R.J. KiELTY Page: 1OF Proposal No: 717-13533 PLUMBING • HEATING • COOLING Proposal Date: 712612017 Prepared For: Starlight Homes Florida, LLC Location: Wyndham Preserve, Sanford 1064 Greenwood Blvd. Suite 124 Model: Firefly - 1827 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 deviationonlyuponwrittenorders. and will become an extra charge over and above the estimate. AllfromspoaficationsbelowInvolvingextracostswill agreements contingent upon strikes, accide r del covered by workers compensation Ins ce. ecuted be our control. er to J fire, tornado, and other necessary Insurance. Our workers are AUTHORIZED SIGNATURE: THIS PROPOS L WIT DRAWN IF NOT ACCEPTED IN 30 DAMAYBEt H We hereby submit spedficati s and imates for. Master Bath 1 Shower Sterling Axons 6046 Base 72270100 White With Walls And Moen Chateau TL182 Chrome Valve 1 Toilet Gerber Maxwell 21-9121.28 White Elongated 1 Lev By Builder With Moen Chateau 64925 Chrome Faucet 2nd Bath 1 Tub Starting Accord 6040 71140120 White With Wells And Moen Chateau TL183 Chrome Valve 1 Toilet Gerber Maxwell 21-912 1.28 White Elongated 1 Lav By Builder With Moen Chateau 64925 Chrome Faucet Kitchen 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 Backtilling By Others) Backilow Preventers Included EXCLUSIONS NO Permit Fees Included Water Piping In: CPVC 4W Sewer Allowance: Additional $12 per toot 4U Water Allowance; Additional $3 per foot Applies to any direct contract between an owner contractor (RJK) - Notice of Uen Laws - Florida Statutes 713.001.713.37. Acceptance of Proposal - Theaboveprices, specifications and conditions are satisfactory and hereby accepted. You are authorized to do the work as specified. Payment will be made eoutlinedabove. I agree to pay reasonable attorney's fees court costs In the event of legal action. A monthly service charge of 1 112% will be added after < days. Any sewer taps deeper than 4 12 feet or requires badrhoe or dewatering will be an extra charge. SIGNED: wr' l DATE OF ACCEPTANCE & PAGE 2:_ Branch: Hudson ast Edit By: Last Edit Date: 727/2017 4 . CITY OF SANFORD 010 BUILDING & FIRE PREVENTION IAUG 3 2Oi7 PERMIT APPLICATION Application No: )9 - ILI L4 Documented Construction Value: $ ' T_j Job Address: Historic District: Yes No Parcel ID: ResidentiaQ Commercial Type of Work: Neul Addition Alteration Repair Demo Change of Use El Move Description of Work: Plan Review Contact Person: Phone: Fax: Title: Email: ? A [ I G nDr e.PC r.C. CC)AI Property Owner Information Name Phone: Street: : 40 Q Resident of property? : ) e City, State Zip: 3W7( A Contractor Information Nam C Phone: Street: t rL5QC Fax: City, State Zip: Wh r n/ State License No.: E Name: Street: City, St, Zip: Bonding Company: Address: Arch itect/ Eng 1 neer 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 pertnit 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: S" Edition (2014) Florida Building Code Revised: June 30, 2015 permit Application 4 • w 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 [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and Zoning. Signature of ownedAgent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date ature of Contractor/Agent Date U c brcnK s Name rX—I Nopofta6 Date Jelj Commission 11 GG 1100 4 r t E*tesAugust 7, 2021 tlan0a rtw YYape Nretry WrNoaa Owner/Agent is Personally Known to Me or Contractor/Agent i Personally Known to Me or Produced ID Type of ID Produced ID a 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 TRI—COUNTY TESTING LABORATORIES, INC.- 3 fSouth Mein Sheet - Winter Garden, Florida 34787 407- 656-9656 REPORT OF IN - PLACE DENSITY TESTS icvT -, - Protect: w Contractor: Location: L i ' 1 Material: ) Dade Tested: V —) Project No• Order No• ._ Report No: Proctor: speciscation: 4.5 Optimum Moisture: 1 Z C Mwdm m Dry Density: 1061 Location Depth Inches Dry Density Max. Dry Density Percent of Max. Moisture Ibs. cu.R Ibs.c%LfL Density Percent IN' 1 n - \4 A VJYNDHAM PRESERVE - LOT 183 FORM BOARD SURVEY o N II 2 WYNDHAM PRESERVE o:2 to .. LOT 183 o CO a aPB81, PG 93) y c VaJrj a/ a^ ra M-0 Z 00 m PCP LOT 182 m LOT 217 I I 13.0 I N89'43'03"E 115.00' 11 m w 6 I I O ______-___O 26.2 aw 0`1 LOT 183Nz O oA 8 Vi 0. O O I . PROPOSED f- I N "' 1 STORY RESIDENCE 4 O 1^ 4035 NIGHT HERON DRIVE AREA _ 3c i o a o l O O 12.3 6,900 S.F.- 10. t 0OO 3 W w aw R5.3' 1827 FIREFLY O J Qi ELEVATION - U 17.3 GARAGE - RIGHT o M o LOT 216 r E a h I W to 10.0 FORM BOARD Z I 3Z O I I FFE= 28.3 63.5 26.2' A/C 13.0 I o i° PAD I 6 so 115.00' S89'43103'°W 2j2PCP LOT 184 LOT 215 BUTT MING 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. y"' ""•"` : LEGENDADUSSD—Access Droina SidewalkaUtilitiesLBLicensedusiness / 9 / / BFP--Bockflow Preventer Sight Distance Easement Survey PRM—Permanent Ref. Monument Reported PCP —Permanent Control Point DescriptionUD FP&L—Florida Power & Light Plat FFE—Finish Floor Elevation D—Deed Book Water Meter O.R.—Official Records Book Da —Water Valve P.B.—Plot Book Fire Hydrant Pg. —Page RC® —Reclaimed Water Meter Elev.—Elevation RCD4—Reclaimed Water Valve Cone. —Concrete Cable Box BP —Brick Paver D]—Telephone Box SW —Sidewalk Electric Box FFE—Finished Floor Elevation 0—Utility Pole CI —Curb Inlet Pole GTI—Grote Top Inlet Guy Light Pole P.U.E.—Public Utility Easement E--Guy Anchor RCP —Reinforced 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 L87768 WX—Gate Water Valve SPKD—Set P.K. & Disk LB7768 a —Gas Meter FIR —Found 1/2' Iron Rod LB7768 11—Existing Grade F1P—Found 1/2' Iron Pipe L87768 a —Blow —off Valve FPKD—Found P.K. Nail & Disk LB7768 ^^s_—Drainage Flow Direction FCM—Found 4"x4' Concrete 10.0—Proposed Design Grade Building Setbacks Setbacks: Per construction plans for 1NYNDHAM PRESERVE". City of Sanford. Seminole County. Florida. Front = 25' Rear = 20' Side = 7.5' SURVEYOR'S NOTES: 1. Current title information on the subject property had not been furnished to GeoPoint Surveying. Inc. at the time of this plot plan. 2. Roads, walks, and other sinulor 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 'WMDHAM PRESERVE City of Sanford Seminole County. Florida. 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" 5. This Plot Plan is subject to matter: shown on the construction plans for "WYNDHAM PRESERVE% City of DESCRIPTION: LOT 183, according to the plat Sanford Seminole County. Florida. of "WYNDHAM PRESERVE", thereof as 6. Proposed information shown based on proposed/ recorded in Plat Book 81, Page 93, of Public supplied plan and/or instructions per client (not field verified) Records, Seminole County, Florida 555 Winderley Place, Suite 109Thiscertifiesttlpei ficthrf'9ereon described property Maitland, FL 32751wasmadeun9e .sa r9,o, ,fleets the Standards of Practice$e 'rd of Professional Phone: (321) 270-0440 Surveyors C peps ir6S35apteP3J—ta7,-Florida Administrative Fax: (813) 248-2266 code. n`f to Section 4721pi7. Morido Statutes. Licensed Business No. LB 7768 (A ption Date Dwn. Ck'd I P.C. Order No. a V _ C PAD 5 26/17 MTP JDL GeoPoint cam Surveying, Inc. JorKes D. LNioef„°, LS6915 Drown: MTP Checked:JDL P.C.: Data Rle:WmanEast-Plat FLORIDA PROFESSIONAL SURVEYOR & MAPPER NO. ..............5 NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL Date:8/10/17 Dwg:&bwTaA-tot163 Order No.: — RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER SEC. 17 — TWN. 20 S. — RNG. 31 E. Field 8k: a Revision City of Sanford Response to Comments AUG 2 5 2GY Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 1-4 — 14 b y Project Address: Contact: c Ph: l V--4- Email:s, 4 Submittal Date 8 1 )s I 1 Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention La Vk--, 13e4eral description of revision: ROUTING INFORMATION Approvals 11 Building toy itt i-7 RECORD COPY Florida Bililding Code Online f LA aCIS Home Log In User Registration Hot Topics Submit Surcharge Stats S Facts Publications ( FSC Stag SOS Site Map I Unks I Search bpr a y n Product ApprovalRUSER: Public User Product Anereval Menu > Pmduer or AcOlcation Search > Annaratlon List > Application Oetall 0 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' Category. Subcategory Kt:VlblUN C InterWrap, Inc. 32923 Mission Way Mission, NON -US 00000 551) 574-2939 mttipas@lnterwrap.com Eduardo Lozano elozano@lnterm-jp.com Eduardo Lozano 32923 Mission Way Mission, NON -US 00000 . 778) 945-2891 elozano@lnterwr-ap.com Roofing Undedayments 1•. 7 - .1 4 .1 4 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 Explration Date '11/17/2017 Vaildated By John W. Kneievich, PE Validation Checklist - Hardcopy Received Certificate of Independence FLiS2i6 R2 Cot 201S 01 COt Nleminen.odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code bttp://www.Dwidabuddingorg/pdpr_app_ Llaspx?param-wOEVXQwtDgv3yWKJZIQRAdby@ugkQCvQyIjaHhVeiOpVSvxwSdCoQ%3d%3d[g24R0171:57:59.PM]_...... Florida Building Code Online t Product Approval Method Date Submitted Date Validated Date Pending FBC Approval X 1507.2.3 1507.5.3 1507.8.3 1507.9.3 1507.9.5 T1507.8 Method 2 Option B 04/28/2015 04/29/2015 05/04/2015 06/23/2015 FL # Model, Number or Name Description 15216.1 RhlnoRoof Underlayments Synthetic roof underlayments Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS216 R2 if 201S 04 FINAL FR INTFRWRAP RHINOROOF F 1 S216- R2.gdApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Robert Nleminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: See ER Section 5 for Limits of Use. Evaluation Reports FL15216 R2 AE 201S 04 FINAL ER INTERWRAP RHINOROOF FL1S216- Rf Created by Independent Third Party: Yes Qnta uy ;: 2601 Blair Stang Road. Tallahassee F 32z 4 Phenpi R50-487-I824 The State of Florida Is an AA/EEO employer. r'oo- - 2007-2011 State of Florida, :: Prlvary _Statement :: AQessih011v Sranement :: 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 eiectronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please contact 850.487.139S. -Pursuant to Section ' 455.275(1j, Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 4S5, F.S. must provide the Department with an email address If they Gave one. Tha emalls provided may be used for offidal communication with the licensee. However email addresses are public rptprd. 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 ISS, F.S., please dick hezz— Product Approval Accepts: Credit Card Safe hap!/wvvw.Floridebuilding.mWpr/pr app_dtLaspx?pm%m=wOEVXQwtDgv3yVVKJ21QRAdhylWkQGQytjeHbVeiOpVSvxwSdCoQ%3d6A3d[BR4R017.1:57:59.PN]... FTwNITYIERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT 1l13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report 140510.02.12-R2 FL15216-R2 Date of Issuance: 02/17/2012 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 5u' 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 DCA ANE1983 The facsimile seal appearing was authorized by Robert NWminen, P.E on 04/27/201S. This does not serve as an electronically signed document Signed, sealed hardooples have been transmitted to the Product Approval Admlydstrator and to the named coent CERnFicA71oN 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. TTRINITYIERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: RhlnoRoof 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 1S07.8.3,1S07.9.3,1S07.9.5 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: Ent'ctv Examination Reference Date ITS (TST3509) Physical Properties 100539395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395C04002 10/27/2011 ITS (TST1509) Physical Properties 10OS39395C04006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCTDESCRIPTION: 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 424nch 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 Asphalt Wood Shakes Slate or Underlayment Nail -On Tile Foam -On Tile Metal Shingles Shingles Simulated Slate RhlnoRoof U20 Yes No No 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 RhlnoRoof 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 manufacturers 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 CertlfJcote ofAuthorizodon #9503 FL1SZ16-R2 Revision 2: 04/27/201S Page 2 of 3 I qjTRINITY 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 HVH2 nails & 1-5/8" 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. H. 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 I Z•I L' IJ_ i CAI I :T 1 73 Exterior Research and Design, U.C. Evaluation Report 140510.02.12-R2 Certificote of Authorization #9503 FLIS216-RZ Revision 2:04/27/201S Page 3 of 3 TTRINITYIERD EVALUATION REPORT Interwrap, Inc. 32923 Mission Way Mission, BC V2V-6E4 Canada EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #t13 OXFORD, CT 06478 PHONE: (203) 262-924S FAX: (203) 262-9243 Evaluation Report 140510.02.12-R2 FL15216-R2 Date of Issuance: 02/17/2012 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 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 "Trinity IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearingwas authorized by Robert Nieminen, P.E on 04/27/201S. This does not serve as an ekctronlca0y signed document signed, sealed hardcoptes have been transmitted to the Product Approval Administrator and to the named dient 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. TrinityI 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 TrinityI ERD 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. ITRINITYIERD 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 1S07.83, 1507.9.3,1507.9.E 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 10OS39395COQ-006 10/27/2011 ITS (TST1509) Physical Properties 100539395CO"02 10/27/2012 ITS (TST1S09) Physical Properties 100539395COQ-006 03/14/2014 ITS (QUA1673) Quality Control Inspection Report 11/17/2014 4. PRODUCT DESCRIPTION: 4.1 RhlnoRoof 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 Nall -On Tile Foam -On Tile Metal Wood Shakes Slate or Shingles Shingles Simulated Slate RhlnoRoof U20 Yes No No I Yes Yes No 5.6 Exposure Limitations: 5.6.1 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 Intenwrap, 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 If or D4869, Type II underlayments in FBC Sections 1507 for the type of prepared roof covering to be installed. Exterior Research and Design, LLC. Evaluation Report 140S10.02.12-R2 Certificate of Authorization #9503 FL15216-112 Revision 2: 04/27/201S Page 2 of 3 C\I 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. S. 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 — QUA3673; (604) 520-3321 END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report 140S10.02.12-R2 Certifkate of Authorization g9S03 FLiS216-R2 Revision 2: 04/27/201S Page 3 of 3 RECORD COPY U2812017 Florida Bullding Code Online MS Ho— I Log in I User RegUtratlon I Hot TOPICS I Submit Surdwme I state a Fads I Publications I Fec staff I acis.slts Nap I Unks Seart NI()g . • Product Approval. USeR: Public User tv,.• y::ryDiv P oOud Aooroval Nenu > Product or Aooilcatlen search > Annncctlan Ust > Applleatlan Detail FL PL3792-118 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/ Phone/Emall Authorized Signature Technical Representative Address/ Phone/Emall 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 17- Andrew Carter 1414 2101 West Main Street Jacksonville, AR 72076 DING 0J\1 501) 982-6511 Ext361 Cc acarter0lomanco. com 7 SAANFORD Andrew Carter D'M 2101 West Main Street FpAR Jacksonville, AR 72076 501) 982-6511 Ext6163 a carter@lomanco.com Roofing Roofing Accessories that are an Integral Part of the Roofing System Certification Mark or Listing Mlaml- Dade BCCO - CER Mlaml- Dade BCCO - VAL Standard Miami - Dade TAS 100 (A) REVISION Method 1 Option A Year 1995 0 http lAvww.floridabuilding.orglpr/pr Opp dtl.eapx?parem=wGEVXQMDgsFgPhXouzzgPGbe\4cOkEk7oGOOzyYnmk%3d 1/3 4/28/2017 Florida Buildlrg Code Online rid, z:t.y'tF,,sr::•.,`;t Date Submitted 09/30/2015 ae:r• ,_ •:::S,i::,. XLLN M Date validated 30/06/2035 M:a Oats Pending hBC Approval Date Approved 10/09/2015 Date Revised 08/16/2016 t^L JA ` :Model, Number or-Narrie.:, • ;. ,:. DeseMptlon. .. •. 3792.1 135 Root Louver Aluminum Roof Louver Limits of Use Certlficatlon Agency Certificate Approved for use In HVHZ: Yes iL3792 R8 C CAC Lomanco 13S - 2000 PV - NOA 11- Approved for use outside HVHZ: Yes 0602.02.ndf Impact Resistant: N/A Design Pressure: N/A Quality Assurance Contract Expiration Date 08/17/2016 Other. 1. Refer to applicable bullding codes for required Installation Instructions ventilation. 2. Model 135 Roof Vent and Model 2000 Power Roof Vent shall be Installed over composition shingles roofs FL3792 R8 II Lomanco 13S - 2000 PV - NOA 11-0602 02 odf Verified By: Mlaml-Dade BCCO - CER only. 3. Model 135 Roof Vent and Model 2000 Power Roof Vent shall not be installed on roof mean heights greater than Created by Independent Third Party: Evaluation Reports 33 feet FL3792 R8 AE Lomanco 135 - 2000 PV - NOA u- 0602.02.odf Created by Independent Third Party: Yes 3792.2 '' 730 Roof Louver- Aluminum Roof Lbuvet Limits of Use • Certificatlor! Agency Certlflettte Approved for use in HVHZ: Y6s , Approved for. use.outstde'HVIiZ::Yes EL3742 R8 G CAC L'dmanoo 70A Series - IVOA L1- 0602.04.odP Impact Resistants N/A : Design Pressure: N/A , .:. Quality Assurance Contract E*plratton, Date 08/16/2016 Othen 1. Refer to;eppllcable building codes f6rre4ulred :.. • Iallation Instriictlons. :• ventilation. 2.16madWs Model 730,750,770 Roof•LouYirs, • shall comply with applicable LobUgdingcode. 3, nianco's Model 730,750,77.aRoof Lduv8r3 shall not be installed on: roof mean heights greater than 33 feet. " •...• '•: FL3792 RB II• Come= 700 Series - N6A 11-0602,04 odf Verified:Byi Mlamt=Dade BCCO -'CER- ' Created'by Independent Thled Party:. Evaluation Reports •• - FL•3792• RS AE :Lomanco 700 Series = NOA•'11-0602.04:odf Created. -by Irtdependent:Th(rd Party:.Yes 3792.3 7S0 Roof Louver Aluminum Roof Lower Limits of Use Certification Agency Certificate Approved for use in HVHZt Yes FL3792 R8 C CAC Lomanco 700 Series - NOA 11- Approved for use outside HVHZ: Yes 0602.04.odf Impact Resistant: N/A Quality Assurance Contract Expiration Date Design Pressure: N/A 08/16/2016 Other. 1, Refer to applicable building codes for required Installation Instructions ventilation. 2. Lomanco's Model 730,750,770 Roof Louvers shall comply with applicable building code. 3. Lomanco's 1`13792 R8 11 Lomanco 700 Series - NOA 11 0602 04 odf Verified By: Mlaml-Dade BCCO - CER Model 730,7S0,770 Roof Louvers shall not be Installed on roof mean heights greater than 33 feet. Created by Independent Third Party: Evaluation Reports FL3792 R8 AE Lomanco 7d0 Series - NOA 11-0602.04 odf created by Independent Third Party: Yes 3792.4 770 Roof Louver _ Alurrilnurn400f Louver . Limits of use Approved for use In•HVHZ: Yes Approved for use amiside HVHZ:. Yes Certification Agency Certificate FL3792 RS: C A-. , 0602:04:biif Impact Resistant: N/A. . QualitV.A'seuranco Corrfraet.Explratton Date ' Oeelgn Pressuro: ;N%A 08/16/2016: . Other. 1. Refer to applicable building co4es.f6e,requlred` Installatlonlnstructions ventilation. 2, Lomanco's Model 730,750;77Q:Roof Louvers shall. comply with -applicable butding code. 3. Lurilartro's :.:: Model 730,7S0,770 ftoof'Louvers shall not be Installed •on roof F13702 R8 It •Lomanco.700 Series- NOA i1-0602 nd:f Verlfled'Byf.-Mlaml-Dade BCCO'- CER Created by indep8iident Thlyd Party:' mean heights greater. than 33 feet, 3vafuotlon Reports 13792• •Ftt3 AE Lomani:o 700 Series - NOA 11-0602 04 odf Creatdd by. Independent Third Patty:•Yes w. y..(11'!?2.5. e n r 770D Roof Louver ti i• , Umlts ofUsel `J%) i i >! '-"i f,•!)r7 Impact Resistant: N/I Design Pressure: N/A Other. Aluminum Roof Louver Certification Agency Certificate Quality Assurance Contract Expiration Date 10/04/2020 Installation Instructions FL3792 RS II NOA 15-0709.09.odf Verified By: Mlaml-Dade. BCCO - CER Created by Independent Third Party: Evaluation Reports htfpaJlwww.florldabUlding.org/pr/pr eppdtl.aspx?param=wGEVXQwtDgsFgPhXouzzgPGbaV4dlkEk7oGQ6zyYnmk%3d W P 4f2&M97 Florida Buildng Code Online Create R8 in Nenindependent artyICreatedbyIndependentThirdParty: Yes Contact Us :: 2601 Blair Stone Reed, Tellelmssee FI. 32399 Phone: BSa-4a7-1924 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: PrIvacv, Statement :: Acres'AbIlhv Statement :: Refund Statement Linder Florida law, email addresses are public records. If you do not want your a -mall address released In response to a public-moonts request, do not send electrorde mall to this entity. Instead, contact the office by phone or by traditional mall. If you have any questions, please oordact SS0.457.139S. -Pursuant to Section 4S%275i1i, Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If the have carte. The amalls provided may be used far ofndal communication with the'llcensea. However email addresses ate public record. If you do not wish to app a personal address, pleasa provide the Department with an email address vdtldl an be made avallabla to the public To determine If you are a licensee under ear 455, F.S., please dick hg[g_ Product Approval Accaptat Credit Card safe Securif mimtIC6" httpsl/www.ftoridabtdidirig.org/pr/pr app dtl.aspx?param=wGMQwtDqsFgPhXo=GPGbeVJdikEk7oGQGcyYnmk%3d 313 MIAMI MIAlYII 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.eov/economy 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 i naterial tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or'material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone 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 Sled and there has'been no change in the applicable building codenegatively 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 shallbe 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 reque$t of the Building Official. This NOA renews NOA No.15-0831.07 and consists of pages t through 9. The submitted documentation was reviewed "by Gaspar J Rodriguez- NOA No.: 16-0510.28 Mwr twane co uNarr Ezpiratlon 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 6311 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 83" 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 83" diameter opening. Model 770 16-5/8" x 22-3/8" x 6" TAS 100(A) Embossed aluminum static louvered Louvered Roof Vent Min. thickness 0.025" roof ventilation system with a 9.75" diameter opening. MANUFACTURING LOCATION 1. Jacksonville, AR EVIDENCE SUBMITTED: Test Aeencv Center for Applied Engineering PRI Construction Materials Technologies MIAMMADE COUNTY Test Identifier MDC-98&99 LOM-013-62-01 RRWA-001-02=01 Test Name Date TAS 100(A) 03/16/95 TAS 100(A) 05/21/07 TAS 100(A) 07/28/15 NOA No.: 164510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 2 of 9 APPROVED APPLICATIONS Tradename: Model 730,750,750-S, 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 avow 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 1'/." aluminum annular ring shank nails. With the first nail 1 %" 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 first 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 roofing cement. Ridge Shingle: N/A. Net Free Area: Refer to manufacturers published•literature. Minimum Slope: 2:12 NOA No.:16-0510.28 Mu Mwaoe eouNrr Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 3 of 9 Tradename: Model 750 Roof Louver System Type B: Mechanical attachment of ridge vent system over non-structural, standing seam, or snap lock, metal roof panels with a minimum width of 16". Cutout: Vents shall be centered evenly in the field of the panel between the seams. 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 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 %' 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 LIlVIITATIONS: 1. Refer to applicable Building Code for required ventilation. 2. Lomanco's M6de1730,750,750-S, 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 730,750;750-S, 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 . Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 4 of 9 DETAIL DRAWINGS DETAIL A VENT I II 1 • '1 r'•• MIAMI MDE COUNTY 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 bate: 06/30/16 Tage 6 of 9 DETAIL B (CONTINUED) FASTENER'LOCATION FOR METAL PANEL INSTALLATION OF' 750 FASTENER NOA No.: 16-051018 Expiration Date: 08/16/21 . Approval Date: 06/3b/16 Page 7 of 9 DETAII. C NOA No:: 16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page 8 of 9 DETAIL D MIAMIij%g NOA No.:16-0510.28 Expiration Date: 08/16/21 Approval Date: 06/30/16 Page'9 of 9. z,l0 3x A.I;IA,+ PCP T N 2 Iti S 89'4: mCKM 0 zo W U w 3 0 r, O C oF,Cr Z xi 0 v z PCP I 0 to UZ U n.: 5.1 FINAL BOUNDARY SURVEY WYNDHAM PRESERVE - LOT 183 WYNDHAM PRESERVE LOT 183 PB 81, PG 93) SIR s 0O Q r WESTERLY, l BOUNDARY O M LINE OF: z I LOT 182, i CONC WALK W w 125.3' ' LOT 182 Nm II t o a W 000 a a 0J U mod 060 0)0 Z 00mm m SETBACK LINE (TYP) G u7 20.5' 1 STORY RESIDENCE PORCH I;ri 4035 NIGHT HERON 7.3 DRIVE LOT 217 F/R 112 NO A/C PLOT 183 O 1 o.b AREA = 6,900 S.F. t pPAIDo 16.2' LOT 216 CONCRETE DRIVEWAY: 4 N oD ' FFE= 28.3 p .d Z63.5 1 26.2' GaC 125.3'--------------------------------------------------UT --- I o 0 I I _ s 115.00' S890431031W rcr-roof eqw menl LFf FbM:ADUSSD- DraiUtilities AccessnsaSidewalk LB -Licensed usiness / 9 / / 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 D. .- Deed Book Water Meter O. R.-Official Records Book 04-Water Valve P. B. -Plat Book 0*-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 0 -Utility Pole CI - Curb Inlet Pr -Guy Pole GTI- Grate Top Inlet X-Light Pole P. U.E.-Public Utility Easement E--Guy Anchor RCP - Reinforced 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 DiNo -Electric Handhole O. U.E. -Drainage/Utility Easement COO -Clean Out FMGD- MAG NAIL & DISK CVD4-Irrigation Control Valve P. K. -Parker Kolon Nail Sign SIR - Set 1/2' Iron Rod L87768 WD4-Gate Water Valve SPKO - Set P.K. & Disk L87768 IR-Gas Meter FIR -Found 1/2' Iron Rod LB7768 1 . —Existing Grade FlP - Found 1/2' Iron Pipe LB7768 0 -Blow-off Valve FPKD- Found P.K. Nail do Disk LB7768 -Drainage Flow. Direction FCM - Found 4"x4' Concrete 10.0 Proposed Design Grade Monument PRM LB7778 11 21-As-Built/Existing Grodl Note: Some items in above leaen may not be coolicable No. LOT 184 Building Setbacks Setbacks: Per construction plans for. WYNDHAM PRESERVE", City of Sanford, Seminole County, Florida. Front = 25' Rear = 20' Side = 7.5' 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 WYNDHAM 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. SIR LOT 215 DIMENSION NOTE: 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 183, according to the plat of " WYNDHAM PRESERVE", thereof as recorded in Plat Book 81, Page 93, of Public Records, Seminole County, Florida Last Date of Field Survey: 11 07 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 do Mappers in Chapter 5J-17. Florida Administrative Licensed Business No. LB 7768 code, pursuant to Section 472.027, Florida Statutes. / GeoPoint Surveying, Inc. es D. LONAL S LS6915 Drawn: MTP Checked: JDL P.C.: Data FlIe:Ti I nEast-Plat ORIDA PROFESSIONAL SURVEYOR do MAPPER N0. .................. NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL Date: 11/08/17 Dwg:8e onE=t-Lct1e3 Order No.: RAISED SEAL OF AFLORIDA LICENSED SURVEYOR AND MAPP SEC. 17 - TWN. 20 S. - RNG. 31 E. Field Bk: r__ Permit #: Blower Door Test Form Job Information I7-ILIly Builder: STARLIGHT HOMES Community: WYNDHAM PRESERVE -- - - - _ -- - Lot #: 183 - --_ - Address: 4(335 Night Heron Ur Unit #: City, State, Zip: Sanford, FL 32771 -- - -- - - _ - - - - - - Air Infiltration Test Results CFM(50) = 1155 Volume = 17658 ACH(50) = CFM(50) X 60 / Volume = 3.92 X Pass Fail Passing results must be 7.00 AC/ fSOJ 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 set forth in Section 489.105(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: Yes No Digitally signed by Dave Revelle Date: 2017.10.26 15:01:52 EDT CN=Dave Revelle, O=TopBuildLIU-. Home Services, OU, EMAI LADDRESS=dave. revelle * to pbuild.com, C=US Signature: Printed Name: Dave Revelle Date: 10/26/2017 Revised OSIOS20 t 7