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1508 Summerlin Ave
CITY OF _ D G Buildin & Fire Prevention Division _ ANF ORDX JUN Z 2018 g . PERMIT APPLICATION F111E DEPARTNIIENT Application No: I CL Documented Construction Value: $ Job Address: sr.-ScIlemm Historic District: Yes No F/ Parcel ID• Residential Commercial Type of Work: New V Addition Alteration Repair Demo Change of Use Move Description of Work: O)di '7 22 Plan Review Contact Person: 64 P/- Z .6ro 1.-) Title: Phone%D jaV Fax: Email: W X. Property Owner Information Name c LU v v Phone: ?/_o %(n c5. JLWn/2 e/' ,,'r a!/+ F. Resident of property? Street: „S ` ' ? ' t City, State Zip: ls alSl'D T/ & -771 Contractor Information 1Name Phone:(OZ/ 34a- — 6 %% 7 Street: SrI /a.yilnt i'%? Avc. Fax: sCity, State Zip: Jot -7-7 / State License No.: r. T Architect/ ngineer Inf rmation Name: /C-' G -ACT -r Phone: O S _S_' p Fax: (&Z) Street: S S/ . City, St, Zip:dLarnd /: E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE -JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 61" Edition (2017) Florida Building Code Revised: August 1, 2017 Permit Application 1' , A " N TICE: In addition to the requirements of this permit; there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done' complianc with all applicable laws regulating construction and zoning. Sigof Owner/gent, Date Signature of Contractor/Agent Date ja) / i-161,V)J a 11-110,J A e. Pnnt O %Agent's Name Print Contractor/Agent's Name Signature of Notary -State of lorida Date Signature of Notary -State of Florida Date En Owner/Ag Me or Contractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building 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: 2 • LS ' COMMENTS: evised: August 1, 2017 Permit Application CITY O N 2018Bu lding & Fire Prevention Division s PERMIT APPLICATION Application No: L7- 0657 OP — Documented Construction Value: $ Job Address: Historic District: Yes No 12/ Parcel ID: Residential Commercial Type of Work: New 9 A& Q11;an ddition Alteration l Repair Demo Change of Use ElMove Descriptionof Work: CP-n / V Ronln Plan Review Contact Person: Title: Phone% 07 3 0- 6 76 Fax: Email: Q c Lt7J. A Property Owner Information Name clGtJ%! Phone: Street: d Scs>t/2/'!'/) Resident of property? City, State Zip: 3 Contractor Information h Name/ % Street: /, Sl szu"lnni"la A/C City, State Zip: &Zo;q)T -7-7/ Pho de Fax: State License No.: Architect/ Engineer I rmation Name: Phone: a S —SJSf Street: / 2 rf/C Fax: City, St, Zip: Ctrnayrie. ,Or^:/.l^;>> I— a 7_1 E-mail: Bonding Company: Address: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6'h Edition (2017) Florida Building Code Revised: August 1, 2017 Permit Application CITY OF Building& Fire Prevention Division A` ,A ` 2 201 PERMITAPPLICATION FIRE DEPAR1',%iEi\'1-----_APPlication No: CO — Documented Construction Value: $ SC Job Address: r Historic District: Yes No 12/ Parcel ID• Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: 7 Q i j-;Q L- 4 t _L)2 (/R06M Plan Review Contact Person: i'' /•J/7 Title: Phone%%D%3/ L 6_ 6 76 Fax: Email: Property Owner Information Name U vCJi Phone: 4? 3/__676 c Street: _>S ` vn '!r'r Resident of property? City, State Zip: ls;cz_. "are ,-7 7/ Contractor Information , 1 Name Awe2 Phone: S Z/ - —6 %% Street: /Srl l.ytJYilei"/.l f U". Fax: City, State Zip: T -7/ State License No.: Architect/Engineer I rmation Name: /-.' G 'r Phone: 01 S —S Street: . S/ Fax: City, St, Zip:&mcl /: E-mail: T Bonding Company: Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE -JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, 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: 61h Edition (2017) Florida Building Code Revised: August 1, 2017 Permit Application NOTICE. In addition to the requirements of this per'mit'there maybe additional restrictions applicable to this property that may be found in the, public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done ' complianc with all applicable laws regulating construction and zoning. Signat}ry of Owner/ gent Date Signature of Contractor/Agent Date Name of 41v Print Contractor/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Know tooMeorContractor/Agent is Personally Known to Me or Produced ID Type of ID Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads so-4 APPROVALS: ZONING: 4,, / Z o/ s UTILITIES: ENGINEERING: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: COMMENTS: 6) o ... e., sI-n -can et cl 4,'a t, e,c as Sh,>v n o La., . .y . 2 . x 37' revised: August 1, 2017 Permit Application OWNER BUILDER STATEMENT/AFFIDAVIT Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions for homeowners from qualifying as contractors and to express any applicable restrictions and responsibilities. OWNERS MUST PERSONALLY APPEAR AT THE BUILDING DIVISION TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTEST THAT: (Initial to the left of each statement) I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a ILI license. I understand that building permits are not required to be signed by a property owner unless he or she is fj v responsible for the construction and is not hiring a licensed contractor to assume responsibility. I understand that, as an owner -builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed his or her name instead of my own name. I also understand that a contractor is required by law to beLin3licensedinFloridaandtolisthisorherlicensenumbersonallpermitandcontracts. I understand that I may build or improve a one -family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my own use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within in 1 year after the construction is complete, the law will presume that I built or substantially improved it A for sale or lease, which violates this exemption. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on my building who Is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 Ne r I I I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all applicable laws and requirements that govern owner -builders as well as employers. I also understand that the construction must comply with all applicable laws, ordinances, building codes, and616zoningregulations. i I am of aware of construction practices and I have access to the Florida Building Codes. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, the Florida Department of Financial Services, and the Florida Department of Revenue. I also understand that I may contact the Florida Construction Industry Licensing Board at 1-850-487-1395 or at www.myflorida.com/dbpr/pro/cilb/ for10moreinformationaboutlicensedcontractors. I am aware of, and consent to, an owner -builder building permit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure or in the permit application package. Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property dress: 3 • Jlfmr :cam ,i7 lz ° cJC_>A44e T> , 71 I, C-O, - ! J/Xi7, C," , // 11''OI, J,7 2 , do hereby state that I am qualified and capable of pe forming the request Vconstruction involved with the permit application fled and agree to the conditions spec ie bove. Si o wn i der Date Form of Identification Must be Photo ID) A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition to any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke. the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 Property Record Card Parcel: 31-19-31-501-OE00-0160 Property Address: 1508 SUMMERLIN AVE SANFORD, FL 32771 Parcel Information Parcel 31-19-31-501-OE00-0160 Owner(s) OHNSON, GAIL 1508 SUMMERLIN AVE SANFORD, FL 32771PropertyAddress Mailing 1508 S SUMMERLIN AVE SANFORD, FL 32771 Subdivision Name BUENA VISTA ESTATES Tax District S1-SANFORD DOR Use Code 01-SINGLE FAMILY Exemptions 00-HOMESTEAD(2005) i Ei o N r a 00 150 Seminole clunq y Value Summary 2018 Working Values 2017 Certified Values Valuation Method Cost/Market Cost/Market Number of Buildings 1 1 Depreciated Bldg Value 1 $66,182 57,645 Depreciated EXFT Value 400 400 Land Vafue (Market) ; $14,678 13,519 Land Value Ag Just/Market Value ** 81,260 71,564 Portability Adj Save Our Homes Adj 15,678 7 331 Amendment 1 Ad/ $0 m . E P&G Ad/ 0 W 0 Assessed Value 65,582 64,233 Tax Amount without SOH: $617.70 2017 Tax Bill Amount $569.54 Tax Estimator Save Our Homes Savings: $48.16 Does NOT INCLUDE Non Ad Valorem Assessments Legal Description m......... ...... _--- ---- _,_...-_.-._-, N 48.75 FT OF LOT 16 + S 26.25 FT OF LOT 17 BLK E BUENA VISTA ESTATES PB3PG2 Taxes Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 65,582 40,582 $25,000 Schools 65,582 ( 25,000 $40 582 City Sanford 65,582 m_ 40 582 $25,000 SJWM(Saint Johns Water Management) 65 582 40 582 $25,000 65,582 I$40,582- 25,000 Sales i Description Date Book Page Amount Qualified Vac/Imp CORRECTIVE DEED 12/1/2004 E 05553 0668 100 No Improved WARRANTY DEED 1/1/ 020405187155578800YesImproved SPECIAL WARRANTY DEED 10/1/2003 05059 1571 64 000 I No Improved SPECIAL WARRANTY DEED 7/1/2003 04919 0851 I 100 , No Improved CERTIFICATE OF TITLE 4/1/200304789 0832 100 ' No Improved WARRANTY DEED 12/1/1999 03786 0174 66,900 €Yes Improved 45000SPECIALWARRANTYDEED7/1/1999 03683 0765 No ) Improved- CERTIFICATE OF TITLE 3/1/ 9919035851711100 ' No Improved WARRANTY DEED 3/1/1993 02557 0924 44,000 Yes Improved rind Comparable Sales 1 Land Method Frontage Depth Units Units Price Land Value FRONT FOOT &DEPTH i 75.001 150.00 1 01 $190.00 $14,678 Building Information Is Bed/Bath count incorrect? Click Here Description Year Built Fixtures Bed Bath Base Area Total SSF Living SFExt Wall Adj Value Repl Value AppendagesActual/Effective 1 SINGLE i 1964 6 i 3 2.0 1,131 1,850 1,477 CONC i $66,182 99,898 Description Area FAMILY ! BLOCKUTILITY 121.00 FINISHED BASE 346.00 SCREEN PORCH 252.00 i j I UNFINISHED Permits Permit # Description Agency Amount CO Date Permit Date 01928 REROOF SHINGLES i SANFORD 2,300 7/29/2013 01777 ! REROOF SHINGLES SANFORD t_........._._...._...... 6,300 [ 7/1/2013 00190 j ADDING DINING ROOM r SANFORD 690 i 9/9/2005 Permit data does not originate from the Seminole County Property Appmisers office. For details or questions concerning a permit, please contact the building department of the tax district In which the property Is located. Extra Features Description Year Built Units Value New Cost SHED 5/1/1985 21 4001 1,000 f Vil.ivis""'n City of Sanford Response to Commentg Building & Fire Prevention Division SEPf ':'i Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # ` a Ls:r `Ij ubmittal_Date Project Address: smbIenxl U Contact: Ph: ? Fax: Email:, Trades encompassed in revision: Ld Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention Building General description of revision: J 5 W/ ROUTING INFORMATION Approvals PLAN REVIEW COMMENTS Application Number: 18-2657 Date: 06.27.2018 Project Description: Addition Contact Name: Gail Browne Job Address: 1508 Summerlin Ave Contact Email: Railbrowne07Ayahoo.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter 1 are as amended by City of Sanford ordinance viewable on our website at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. COMMENTS: 1. The plans show engineered trusses will be installed on the addition. Please submit two copies of a signed and sealed truss engineering package. FBC 107 2. Please provide two copies of Florida Product Approval and Manufacture Installation Instructions for the windows, exterior door, roofing materials, roofing underlayment and ridge vents. FBC 107 Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arranged by phone or email prior to arrival Respectfully, Steve Fiorey, CBO Deputy Building Official Revision Response to Comment City of Sanford Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # , 2— (c) S % Submittal Date } , Project Address: 1 50 9 Contact: Ph: Fax: Email: Trades encompassed in revision: Building Plumbing Electrical Mechanical Life Safety Waste Water Department Utilities Waste Water Planning Engineering Fire Prevention General description of revision: ROUTING INFORMATION Approvals Building 5 15, PLAN REVIEW COMMENTS Application Number: 18-2657 Date: 10.16.18 Project Description: Addition Contact Name: Gail Browne Job Address: 1508 Summerlin Ave Contact Email: Railbrowne07(a,yahoo.com This is a general overview for code compliance in accordance with the minimum plan review required by the Florida Building Code. It is not a complete detailed review. The comments noted in this review must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal — changes in letter form are not permitted. All references to FBC Chapter I are as amended by City of Sanford ordinance viewable on our web site at www.sanfordfl.gov. Provide two copies of affected plan sheets and/or supplemental information as requested. Permit submittals will not be accepted without two copies. 2"d PLAN REVIEW COMMENTS: Original Comment 2. Please provide two copies of Florida Product Approval and Manufacture Installation Instructions for the windows, exterior door, roofing materials, roofing underlayment and ridge vents. FBC 107 2°d Review Comment This comment has been partially answered. Product approval was only submitted for the door. Product approval and installation instructions are required for the windows, roofing materials, underlayment and ridge vents. Any error or omission in this plan review shall not be construed to grant approval of any violation of any of the adopted codes or municipal ordinances of this jurisdiction. Office meetings with the plans examiner to discuss comments will require an appointment, arran,-ed by phone or email prior to arrival Respectfully, Steve Fiorey, CBO Deputy Building Official 1- Grant Maloy, Clerk Of The Circuit Court & Comptroller Seminole County, FL Inst #2019020120 Book:9304 Page:78; (1 PAGES) RCD: 2/26/2019 9:53:52 AM RFC FEE $10.00 N THIS Nam INSTRUMENT PREPARED BY / J Name: hAddress: ac NOTICE OFCOMMENCEMENT CERTIFIED COPY GRANT MALOY CLERK OF THE CIRCUIT COUR 1 z; L ANDCOiv1PTR01.LE=h LORIDASEMINIOC)jjj fp'UTY BY CLERK date State of Florida County in/ y of Seminole. Permit Number. _ 1J F)—O ! Parcel ID Number. 1 k • 31 • 'j 01 D1 ( The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY. (Legal description of the property and street address if avallabie) f n1l76i Ii, GENERAL DESCRIPTION OF IMPROVEMENT: r%X ir... , • /i inn cJ ,02 r . OWNER INFORMATION: Address: Fee Simple Title Holder (if other than owner) Name: 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: Address: In addition to himself, Owner Designates of To receive a copy of the Lienor's Notice as Provided In Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 yearfrom date of recording upless 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, rjury,l declare that 1 hay. read the foregoing and that the facts stated in it are true to the best of m owl d belief. Ownefs Signature fs Printed Name Florida Statute 713.13(1)(g):'The owner must sign the notice of commencement and no one else maybe permitted to sign in ids or her stead' Estate of ICJ rk 1 County of Jell u 0 V [, The foregoing Instrument was acknowledged before me this ,alday of r r Z0 L9 by_ &2 .I: X 0 ra Who is personally known to me Name of person maldng sialeme t' OR who has produced identification type of Identification produced: OM- ANNETTE tBIANDNotaryPublic.=State olRodda Commissior. # GG 17MMNotarysignatureT' 6t Comm, res Jan 18.2022 fi ecSxr:.icrarrcaryAsyt. • I I I I I 00°00`00° N. I WA 9 w W W Q Q W W z v Z q 0 U m Q) v W W L Z Q pZ W In (13 finn`` Y1 O 0 A VU v W o- w Q) F- :3 W CJ Cn i 4 Q) D ff SH[NrsLE LOADING 140 mph. WIND 12 EXPOSURE G 3 4-3116' HEEL OVERHANC2T s SQUARE GUT T'FIGAL. TfRUSS END BEARING I4E IGHTS 8-0' HEIGi-IT NOTE IT 15 THE RESPONSIBILITY OF THE BUILDING DESIGNER OR ARCHITECT TO PROVIDE AN AFT-ROPRATE CONNECTION FOR TRUS'. TO SUPPORTING STRUCTURE PER REACTIONS SHOWN ON TRUSS ENGINEERING. SPECIAL CONSIDERATIONS FOR MECHANICAL EQUIPM AND/OR PLUMBING (AND THEIR CONNECTIONS) IN TRUSS SPACE MUST BE DIAGRAMMED BY BUILDER ON APPROVED TR1S6 LAYOUT PRIOR TO FABRICATION. THIS COMPANY 15 A TIZJ55 MANUFACTURER WHOSE RESPONSIBILITIES ARE LIMITED TO THOSE DESCRIBED IN WTCA 1-1995 'DESIGN' RESPONSIBILITIES'. ACCORDINGLY, IT DISCLAIMS ANY RESPONSIBILITIES AND/OR LIABILITY FOR THE CONSTRUCTION DESIGN, DRAWINGS, DOCITMENTS INCLUDING THE INSTALLATION AND BRACING OF TRUSSES MANUFACTURED BY THIS COMPANY. LUAN INS CONVENTIONAL FRAMING, ERECTION AND/OR PERMANENT BRACING I NOT THE RESPONSIBILITY OF THE TRUSS DESIGNER PLATE MANUFACTURER OR TRUSS MANUFACTURER PERSCNS EI CTING RUSSETS ARE CAUTIONED TO SEEK P'ROPE55IONAL ADVICE REGARDING ERECTION BRACING WHICH IS ALWAYS REQUIRED TO PREVENT TOPPLING AND DOMIINOING DURING ERECTIONS AND PERMANENT BRACING WHICH MAY BE REQUIRED IN SPECIFIC APPLICATIONS. SEE 'GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING, RE5TRAINNG A BRACING OF METAL PLATE CONNECTED vD TRU%ES MENDAI ONS' 5C51 2006) FOR =URTHER INFORMA ION. TRUSSES SHALL BE INSTALLED IN A STRAIGHT AND PLUMB POSITION. WHERE GNOSHEATHIN15 APPLIED DIRECTLY TO TOP AND/ OR BOTTOM CHORDS, THEY SHALL BE BRACED AS SPECIFIED ON THE ENGINEERED DESIGN. TRUSSES SHALL BE HANDLED WITH REASONABLE CARE DURING ERECTICN TO PREVENT DAMAGE OR PERSONAL INJURY. ATTENTION APPROVAL OF THIS TRUSS LAYOUT IS NECESSARY BEFORE FABRICATION CAN BEGIN. VERIFY SPANS, PITCHES, OVERHANGS, HEELS AND BEARING CONDITIONS. ACCEPTANCE OF THIS LAYOUT ASSUMES TOTAL RESPONSIBILITY TRUSSES WILL BE BUILT PER THIS LAYOUT. ROOF FLOOR TRUSSES TRUSSES 11 l ACCU- SPAN TRUSS CO. 407- 321-1440/386-872-5098/352-557-4901 LONGWOOD/ ORMOND BEACH/MASCOTTE 45NEiR GORDEiRO 41L JOi4N50N AdOD C[NoDgN 1500 5ummerlin Lane KALE DATE DRAII.N BY JOB NUMBER 6- 22-I5 SLG 93ro7 RECORD COPY ALPINE Alpine, an ITW Company 6750 Forum Drive, Suite 305 Orlando, FL 32837 Phone:(800)755-6001 alpineitw.com Otte 1111UT111dif Ull. istomer. Accu-Span Truss Company Job Number: 9367 Wescription: Gail Johnson Res /Gail Johnson Res -Abner Cordero 9dress: 1508 Summerlin Ave City, State, Zip: SANFORD, FL Name, Address and License # of Structural FOR if one exists for the building: Name: I License #. Address: City, State, Zip: State: Job Engineering Criteria: sign Code: FBC 2017 RES View Version: 17.02.01.1114.21 JRef #: lWaa4080004 ind Standard: ASCE 7-10 Wind Speed (mph): 140 Roof Load (psf): 20.00- 7.00- 0.00- Floor Load (pst): None 10.00 This package contains a job notes page, 2 truss drawings and 2 details. Item Seal # Truss 1 110.18.1127.42723 A01 Florida Certificate of Product Approval #FL1999 Item Seal # Truss 2 110.18.1127.47920 A02 VILD/ti0 SANF O" O q 4, 18-2657 This document has been electronicaty signed using a Qigital Signature. Printed copies without an original signature must be verified using the original electronic version. urYtttfMlltl ti No.708 1 t STATF_ OF 1 dINU A I 04/20/2018 Printed 4/20/2018 11:28:48 AM Job Number: 9367 Ply: 1 SEQN: 138916 / T2 COMN Cust: R408 JRef: 1Waa4080004 Gail Johnson Res /Gail Johnson Res -Abner Cordero Qty: 10 FROM: AB DrwNo: 110.18.1127.42723 Truss Label: A01 BAF 04/20/2018 6'1011 i 12'1114 1 18W_' 23'8"2 29'9"5 + 36'8 I 6'10"11 6'1"3 5.4..2 5'4"2 6'1"3 6'10"11 5X6E 3 p 5i3X4 =3X4TDF r , 5X6 5X6 o C G v C N B H1Ag 3X6(A5R) 5X6 =3X8 =5X6 3X6(A5R) 36'8" 10'4" 8' 8' 10'4" 2, 10'4" 16'4" r 26'4" 2 368" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pf in PSF) Defl/CSI Criteria Maximum Reactions (Ibs) TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 140 mph Pf: NA Ce: NA VERT(LL): 0,412 K 999 240 M 1478 / 458 / 679 / - / 66 / 8.0 BCLL: 0.00 Enclosure: Closed LU:NA Cs: NA VERT(TL): 1.089 K 581 180 H 1478 /458 /679 /- /- /8.0 BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.096 J - - Wind reactions based on MWFRS EXP: C Des Ld: 37.00 HORZ TL : 0.176 J M Min Br Width Re 1.59q Mean Height: 15.00 ft NCBCLL: 10.00 Code / Misc Criteria CreepFactor: 2.0 H Min Brg Width Req = 1.5 TCDL: 4.2 psf Soffit: 2.00 Bldg Code: FBC 2017 RES Max TIC CSI: 0.707 Bearings M & H are a rigid surface. BCDL: 5.0 psf Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.824 Bearings M & H require a seat plate. Spacing: 24.0 " C&C Dist a: 3.67 ft Rep Factors Used: Yes Max Web CSI: 0.668 Members not listed have forces less than 375# Loc. from endwall: Any FT/RT:0(0)/0(0) Maximum Top Chord Forces Per Ply (Ibs) GCpi: 0.18 Plate Type(s): Chords Tens.Comp. Chords Tens. Comp. Wind Duration: 1.60 WAVE VIEW Ver: 17.02.01A.1114.21 B - C 2681 - 4335 E - F 1862 - 2804 Lumber C - D 2407 -3895 F - G 2407 -3896 Top chord 2x4 SP #2 Dense D - E 1862 -2804 G - H 2681 -4335 Bol chord 2x4 SP #1 Dense Webs 2x4 SP #3 Maximum Bot Chord Forces Per Ply (Ibs) Wind Chords Tens.Comp. Chords Tens. Comp. Wind loads based on MWFRS with additional C&C B - L 4170 -2505 K - J 3428 - 2064 member design. L - K 3428 -2053 J - H 4170 -2516 Maximum Web Forces Per Ply (Ibs) Webs Tens.Comp. Webs Tens. Comp. C - L 379 - 479 K - F 613 - 870 L -D 569 -181 F -J 569 -181 ptttttltttiggrjrrirj D - K 613 -870 J - G 379 -479 s i * /,y E - K 1064 - 587 i yr/ f 0. / 08 v 0 Will 1 ONA y` COA #0 L7•&sr 04/20/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing. and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o herwise,top chordattachedrigidceiling. Locations shown forpermanent shallhave properly attached structural sheathinq and bottom chord shall have a propperly lateralrestraintofwebsshallhavebracingInstalledperBCSIsectionsB3, B7 or B10, as applicable. Apply plates to each face oftrussand position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A- Z for standard plate positions. ALPINE Alpine, a division of ITW Building Components Group Inc.shall not be responsible for any deviation from this drawing,any failure to build the bracing drawing truss inconformancewithANSITPI1, or for handling shipping, installation and of trussesA seal on this or listing this drawing indicates acceptance of prolesstona engineering responsibility solely for the design shown. and use of this drawing for any structure is the responsibility of the Building Designer per ANSIITPI 1 Sec.2. cover page.. 6750 Forum Drive The suiabilitySuite305Formore information see this job's general notes page and these web sites ALPINE: www.al ineitw.com; TPI: www.[ inst.or ; SBCA: www.sbcindustr .com; IGC: —J—afe org Orlando FL, 32821 Job Number: 9367 Ply: 1 SEQN: 138917 / T1 GABL Cust: R408 JRef: lWaa4080004 Gail Johnson Res /Gail Johnson Res -Abner Cordaro Qty: 1 FROM: AB DrwNo: 110.18.1127.47920 Truss Label: A02 BAF 04/20/2018 1 BA" 368" 18A" 18'4" 2,4,. (TYJ 56 3 12 3X6 ; 3X6 o G Q D v 112X4(**) B V AED W g 3X6(Al) AK AC-3X6(Al) 3X6 = 3X6 36'8„ 36'8" Z } 36'8" Loading Criteria (psf) Wind Criteria Snow Criteria (Pg,Pfin PSF) Defl/CSI Criteria Maximum Reactions (lbs), or*=PLF TCLL: 20.00 Wind Std: ASCE 7-10 Pg: NA Ct: NA CAT: NA PP Deflection in loc L/defl L/# Loc R / U / Rw / Rh / RL / W TCDL: 7.00 Speed: 140 mph Pf: NA Ce: NA VERT(LL): 0.002 X 999 240 AQ 81 / 25 / 36 / - / 2 / 440 BCLL: 0.00 Enclosure: Closed Lu: NA Cs: NA VERT(TL): 0.003 X 999 180 Wind reactions based on MWFRS BCDL: 10.00 Risk Category: II Snow Duration: NA HORZ(LL): 0.001 X - - AQ Min Brg Width Reg = - EXP: C Des Ld: 37.00 HORZ TL : 0.002 X BearingB is rigid surface. a g Mean Height: 15.00 ft NCBCLL: 10.00 TCDL: 4.psf Code / Misc Criteria Creep Factor: 2.0 Soffit: 2.00 BCDL: 5.0 psf Bldg Code: FBC 2017 RES Max TC CSI: 0.368 Members not listed have forces less than 375# Load Duration: 1.25 MWFRS Parallel Dist: 0 to h/2 TPI Std: 2014 Max BC CSI: 0.065 Spacing: 24.0 " C&C Dist a: 3.67 ft Rep Factors Used: Yes Max Web CSI: 0.056 Loc. from endwall: Any FT/RT:0(0)/O(0) GCpi: 0.18 Plate Type(s): Wind Duration: 1.60 WAVE VIEW Ver: 17.02.OtA.1114.21 Lumber Top chord 2x4 SP #2 Dense Bot chord 2x4 SP #2 Dense Webs 2x4 SP #3 Plating Notes All plates are 2X4 except as noted. 1 plate(s) require special positioning. Refer to scaled plate plot details for special positioning requirements. Wind Wind loads based on MWFRS with additional C&C member design. Additional Notes pttttttrttUrprjr See DWGS A14015ENC101014 & GBLLETIN0118 forJ y gable wind bracing and other requirements. ENSVI`V\ C t. 2 • f 2 S A 0IsL.V E V COA #06rs4 we+ sty 04/20/2018 WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING! IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS Trusses require extreme care in fabricating, handling, shipping, installing, and bracing. Refer to and follow the latest edition of BCSI (Building Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary bracing per BCSI. Unless noted o' herwise,top chord attached rigid ceiling Locations shown forpermanent as applicable. Apply plates to each face oftrussand shall have properly attached structural sheathing and bottom chord shall have a propperly lateral restraint of webs shall have bracing installed per BCSI sections B3, B7 or k310, position as shown above and on the Joint Details, unless noted otherwise. Refer to drawings 160A- Z for standard plate positions. ALPINE Alpine, a division of ITW Building Components Group in Inc. shall not be responsible for any deviation from this drawing,any failure to build the An iTw cornvRrvr truss conformance with ANSIII PI 1, or for handling shipping, installation and bracing of trussesA seal on this drawing or cover page.. 6750 Forum Drive Iisting thisdrawingindicatesacceptanceofprofessionalengineeringresponsibilitysolelyforthedesignshown. The sui9abdrty Suite For and use of this drawing for any structure is the responsibility of the Building Designer ANSI/TPI 1 Sec.2.305 For more information see this job's gereral notes page and these per web sites: ALPINE: www.al ineitw.com, TPI: www.t inst.or SBCA: www.sbcindustr .com; ICC: www.iccsafe.org Orlando FL, 32821 Gable Stud Reinforcement Detail ASCE 7-10: 140 mph Wind Speed, 15' Mean Height, Enclosed, Exposure C, Kzt = 1.00 Or, 120 mph Wind Speed, 15' Mean Height, Partially Enclosed, Exposure C, Kzt = 1.00 On 120 mph Wind Speed, 15' Mean Height, Enclosed, Exposure D, Kzt = 1.00 nrm inn __" wi-A T--- A iS• m--- w-i—+ P +I II., r---,.--- — n vim+ - nn S 2x4 Brace Gable Vertical pacing Species Grade No Braces 1) lx4 -L' Brace is 1) 2x4 'L' Brace IN 2) 2x4 'L' Brace ism 1) 2x6 'L' Brace Iw 2) 2x6 'L' Brace Group A Group B Group A Group B Group -A Group B Group A Group B Group A Group B 1 #2 0) U S P P 3 4' 1'' 6' 7' 7' V 8' 6' 8' 10' 10, 1', 10' 6' 13' 4' 13' 110' 14' 0' 14' 0' Stud 4' V 6' 7' 7' 0' 8' 6' 8' 10, 10, 1' 10' 6' 13' 4' 13' 10' 14' 0' 14' 0' O Standard 4' 1' S' 8' 6' 0' 7' 7' 8' 1' 10' 1' 10' 6' ill 10' 12' 8' 14' 0' 14' 0' 1 4' 6' 7' 4' 7' 8' 8' 8' 9' 0' 10' 4' 10, 9' 13' 8' 14' 0' 14' 0' 14' 0' J S P 2 4' 3' 7' 3' 7' 7' 8' 7' 8' I1' 10' 3' 10, 8' 13' 6' 14' 0' 14' 0' 1 14' 0' 3 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' ou D F Stud 4' 2' 6' 0' 6' 4' 7' 11' 8' 6' 10' 2' 10' 7' 12' 5' 13' 4' 14' 0' 14' 0' d Standard 4' 0' 5' 3' 5' 7' 7' 0' 7' 6' 9' 6' 10' 2' 11' 0' 111 10, 14' 0' 14' 0' U r 1 / #2 4' 11' 8' 4' 8' 8' 9' 10, 10' 3' 11' 8' 12' 2' 14' 0' 14' 0' 14' 0' 14' 0' P S P r 3 4' 8' 8' 1' 8' 8' 9' 8' 10' 1' 11' 7' 12' l' 14' 0' 14' 0' 14, 0' 14' 0' i U i—i Stud 4' 8' 8' 1' 8' 6' 9' 8' 10, 1' 11' 7' 12' V 14' 0' 14' 0' 14' 0' 14' 0' Q1 O I Standard 4' 8' 6' 11' 7' 5- 9' 3' 9' 11' 11' 7' 12' l' 14' 0- 14' 0' 14' 0' 14' 0' 1 5' V 8' 5' 8' 9' 9' 11' 10' 4' I1' 10, 12' 4' 14' 0' 14' 0' 14' 0' 14' 0' S P 2 4' 11' 8' 4' 8' 8' 9' 10, 10, 3' 11' 8' 12' 2' 14' 0' 14' 0' 1 14' 0' 14' 0' 3 4' 9' 7' 4' 7' 9' 9' 9' 10' i" 11' 8- 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' n D F L Stud 4' 9' 7' 4' 7' 9' 9' 9' 10' 2' 11' 8' 12' 1' 14' 0' 14' 0' 14' 0' 14' 0' Standard 4' 8' 6' 5' 6' 10' 8' 7' 9' 2' 11' 7' 12, 1' 13' 6' 0' 14' 0' r 1 / #2 5' 5' 9' 2' 9' 6' 10, 10, 11' 3' 11' 8' 13' 5' 14' 0' 14' 0' 14' 0' SPr#3 5' 1- 9'0'9' 4' 10, 8' 11' 1' 12, 9' 13' 3' 14' 0' 14' 0' 14' 0' LJP Stud 5' 1' 9'0'9' 4' 10, 8' 11' 1' 12' 9' 13' 3' 14' 0' N41' 14' 14' 0' 14' 0' OI Standard 5' V 8' 0' 8' 6' 10, 8' 11' 1' 12' 9' 13' 3' 14' 0' 14' 0' 14' 0' X#1 5' 8' 9' 3' 9' 8' 10' 11' 11' 4' 13' 0' 13' 6' 14' 0' 14' 0' 14' 0' d 2 5' 5' 9' 2' 9' 6' 10' 10' 11' 3' 12' 11' 13' 5' 14' 0' 14' 0' 14' 0' 011 3 5' 3 8' 5' 9' 0' 10, 9' 11' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0' I D F L Stud 5' 3' 8' S' 9' 0- 10' 9' 11' 2' 12' 10' 13' 4' 14' 0' 14' 0' 14' 0' 14' 0- Standard 5' l' 7' 5' 7' It- 9' It- 1 10' 7' 1 12' 9' 1 13' 3' 1 14' 0' 14' 0' 14' 0' 14' 0' Bracing Group Species and Grades, Group AI S ruce-Pine-Fir Hem -Fir 1 / #2 Standard #2 Stud k3 Stud j 1 #3 Standard Dou Las Fir-Lorch Southern Pine.wx 3 #3 Stud Stud Standard Standard Group BI Hem -Fir I 6 Htr 1 Dou ins Fir -Larch Southern Plnewww kl #1 2 #2 Ix4 Braces shall be SRB (Stress -Rated Board). wwFor Ix4 So. Pine use only Industrial 55 or Industrial 45 Stress -Rated Boards, Group B11valuesmaybeusedwiththese ,odes. Gable I russ Detail Notes: Wind Load deflection criterion Is L/240, Provide uplift connections for 55 p(f over continuous bearing (5 psf TC Dead Load). Gable end supports load from 4' 0' outlookers with 2' 0' overhang, or 12' plywood overhang. AboutjL Attach 'L' braces with 10d (0.128'x3.0' min) nalls. able Truss K For (1) 'L' brace, space malls at 2' o,c. In 18' end zones and 4' o.c. between zones. Diagonal brace option, K)I(For (2) 'L' braces, space rolls at 3' o.c. vertical length may be In 18' end zones and 6' o.c. between zones. doubled when diagonal 18' E L' bracing must be a minimum of 80% of web brace Is used. Connect I member length. diagonal brace for 450# L, L at each end. Max web Brace Gable Vertical Plate Sizes total length Is 14', IE )If Vertical Len tin No S llce 2x4 DF-L #2 or I Less than 4' 0' IX4 or 2X3 better diagonal T_ It Greater than 4' 0' 3X4 Vertical length shown bracer single ifitl 1"' In table above. or double cut yMIf45' as shown) at L 1 Refer to common truss design for upper end.JRls peak, splice, and heel plates. Connect dingonn at a r aP ` e yY • Refer to the Building Designer for conditions midpoint of vertical web. Refer to chart e or nx gabl ver i lea th, not addressed by this detail. wwVARNDIGIww READ AND FOLLOW ALL NOTES ON THIS DRAWING z708Dw62TANraFURNISHTHISDRAVINGTOALLC13NTRACTURSINCLID)MG THE DUTALLERa a O. _ REF ASCE7-10—GAB14015 Trusses require extreme care In fabricating, handing, shipping, Instollhg and braclnp. Reffe to onj fallow the Latest editionof BCSI (Builoing Conponent Safety Information, by TPI and SBCA) f satiety practices prior to performing these functions. Installers shall provide temporary bracing p I.. w — DATE 10/01/14 DRWG Unlessnotedotherwise, top chord shall have properly attached structural sheathing and bo on h d Fl . Po hall have a property attached r d celling. Locations shown far perranent lateral restrain of eb yl hallavebracgInctaltedBSIs..tlans 113, B7 PLO, Apply to S RT © A14015ENC101014 I 1 Ilf per s applicable. plates trussandpositionas shown above a d on the Joint Details, unless rated otherwise. -V a f M •AtRefertodrawings16OA-Z for stamd ld plate positions. IIIAlone, a dlv:Slon of ITV Building Conponents Group Inc. shall not be responsible for any devlat j e W M4 RINCOMPANY this drawing, any failure to build the truss In conformance with ANSI/1, or for handing, ship Installation t bracing f trusses. is •' .[, f} rr, .+• we (' MAX. TOT, LD, 60 PSF A sal an this dr..Ing or cover page listing this drawing. Indicates acceptance of professioal 13723 Riverport Drive engYwerwp responsl ity solely far the design shown The suitability and use of this dr•n.Mg Ci \' Suite 200 far any struab— Is the respars"Ry of the Bulking Designer per ANSI/TPI 1 Secz. o-,,,oiV At. MAX, SPACING 24.0' Maryland Heights, 11063043 ALPINE, TPI ewwrtphst.targiS1ICAtw—locIndustry.orgi 14110 watpinetw.conj ICC, www.lc-afeorg T' ReinforcingMember Gable Truss Gable Detail For Let -in VPrtirnl Gable Truss Plate Sizes ppropriate Alpine gable detail for e sizes for vertical studs. Engineered truss design for peak, b, and heel plates, vertical plates overlap, use a te that covers the total area of Lapped plates to span the web. ei 2X4 2X4 r2X8 Nrovltle connections for uplift specified on the engineered truss design. Attach each 'T' reinforcing member with End Driven Nalls 10d Common (0.148'x 3.',min) Nails at 4' o.c. plus 4) nails In the top and bottom chords. Toenalled Nails- 10d Common (0.148'x3',min) Toenails at 4' o.c. plus 4) toenails In the top and bottom chords. This detail to be used with the appropriate Alpine gable detail for ASCE wind load. ASCE 7-05 Gable Detall Drawings A13015051014, A12015051014, A11015051014, A10015051014, A14015051014, A13030051014, A12030051014, A11030051014, A10030051014, A14030051014 ASCE 7-10 & ASCE 7-16 Gable Detail Drawings A11515ENC100118, A12015ENC100118, A14015ENC100118, A16015ENC100118, A18015ENC100118, A20015ENC100118, A20015END100118, A20015PED100118, A11530ENC100118, A12030ENC100118, A14030ENC100118, A16030ENC100118, A18030ENC100118, A20030ENC100118, A20030END100118, A2003OPED100118, S11515ENC100118, S12015ENC100118, S14015ENC100118, Sal; 1181 S18015ENC100118, S20015ENC100118, S20015ENI 01 P S11530ENC100118, S12030ENC100118, 514030E , 03 Q 8 S18030ENC100118, S20030ENC100118, S2003 0 *;R4@3®R6D1• Lt i See appropriate Alpine gable detail for maxllllCC'''''`# T' Reinforcement Attachment Detall T' Reinforcing 'T' Reinforcing Member Member Toe-nall - Or - End-nall To convert from 'L' to 'T' reinforcing members, multiply 'T' Increase by length (based on appropriate Alpine gable detail). Maximum allowable 'T' reinforced gable vertical length Is 14' from top to bottom chord. T' reinforcing member material must match size, specie, and grade of the 'L' relnforcing member. eb Length Increase w/ 'T' Brace Example ASCE 7-10 Wind Speed = 120 mph Mean Roof Height = 30 ft, Kzt = 1.00 Gable Vertical = 24'o.c. SP #3 T' Reinforcing Member Size = 2x4 T' Brace Increase (From Above) = 307 = 1.30 1) 2x4 'L' Brace Length = 8' 7' Maximum 'T' Reinforced Gable Vertical Length 1,30 x 8' 7' = 11' 2' T' Relnf. T' Mbr. Size Increase 2x4 30 2x6 20 WARND*2'- READ AND FOLLOV ALL NOTES ON THIS ORAVDICi s eWMPORTANTaFURNISHTHISDRAVINGToALLCONTRACTORSWMUDMTHEINSTALLER Trusses require extreme care In fabricating, handling, shipping, Inst,117 and bracing. Re o z REF LET -IN VERT Follow the latest edition of SCSI (Building Camparont Safety Infornatim, by TPI and SBCA) f cnfv{y L DATE Ol/02/2018 practices prior to performing these iunctlons. Installers chnll provide temporary brndng BC Unless noted otherwise, top chord shall have properly attached structura sheathing and b tom d SAT 0 • DRWG GBLLETIN0118 shall have a properly attached rigid celling. Locations shown for permanent lateral re.traln t O shnit Inner bracing Installed per BCSI sections 113, B7 or DIO, as applicable. Apply plate. to ed yr ilAa • of truss and position as shorn above and on the Joint Detalls, unless noted otherwise. _%/1 1 s Refer to drawings 16CA-Z for standard plate positions. v Alpine, I- ITV Building Components Group Inc. be for deA tl r ve•e•.n,. •e rev AN rrWCOMPANY 1vL of sholl not responsible any this drowlrg, any failure to bold the truss In conformance with ANSI/TPI 1, or for handling• 3Hppin Installation & bracing f trusses. A /lOIAL MAX, TUT, LD. 60 PSF A seal m this drawing dr raver page UstYg this drawling, hdlcates accept- of professlornl V 13723 Riverport Drive vngimeering responsibility solely for the design shown The suita6elty and se of this droeYg 1 iPw' DUR, FAC, ANY Suite 200 for any structure Is the responsibUty of the Ih Ading Designer per ANSI/TPI I Sect. 0A 018 MAX. SPACING 24.OwMarylandHeights, MO 63043 Far noro information see this Job's general notes page and these web cites- ALPINE. wrw.alpineltw.com TPU rrw.tplmst.org, SBCA- www.sbcindustry.org/ ICC, www.iccsafv.org RECORD COPY AN 2 5 2019 V City of Sanford Building and airs Prev' entlion ProductApproval Specification Forms Permit# Project Location Address 150 v+ u As required by Florida Statute 553,84.2 and Florida Administrative. Code 9W3,.please provide the information and product approval number(s) on the t}uild ng components listed below it they are to be utilized on the construction project for which you are applying fora 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 widows; 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.flondabuildin .oc The following infornriation must be available can the jobsite for inspections. 1. This entire Product approval form copy of the Monufacturer's installation details and requirements for each product. categatyl Subca%gory Manufacturer Producf Florida Approval A C?escri Lion include decimal I Exterior Doors Slidin Sectional Rol[Up Automatic Other Windows Sin L Z Horizi ntal Slider : Casement Double'Hun Fixed Awnin Pass Through Projected Mullions Wirid Breaker Dual Action Other June '201 : June 2014 1/24/2019 Fiorlda Building Code Online 11ko idI vvss Product Approval FUSER: Public User rDduc±ApaUpval Menu > Prodgct or Aqilkwtion Se4a;1I> Qpnliratioa 1.9> Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email FL8228-R8 Revision 2017 Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Masonite International 1955 Powis Road West Chicago, IL 60185 800) 663-3667 sschr6lber@masonite.com Steve Schreiber - sschreiber@mason ite.com https://www.tloridabuilding.orgtpripr_app dd.aspx?param=wGEVXCNtDquftCwaMPtl>3TglBvStmXEZYTLXHU%2bGCOs°Y3d 1/7 1/24/2019 Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Buliding Code Online Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard ASTM E1886 ASTM E1996 ASTM E330 TAS 202 Method 1 Option A 12/21/2017 12/21/2017 12/27/2017 8228.1 j Fiberglass Side -Hinged Door Unit ( 6'-8" Opaque I/S and O/S Single Door Limits of Use - Certification Agency Certificate Approved for use in HVHZ: Yes FL8228 R8 C CAC NI006900.01.12df https://www.floridabuilding.org/pr/pr_app_ g.aspx?param=wGEVXQwtDquftCwaMPtp3TglBvStmXEZYTLXHU%2bGCOs%3d Year 2005 2005 2002 1994 M, 1/2412019 Florida Building Code Online Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +85. 0/-85.0 other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 3'-0" x 6'-8" max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Bome Debris Region. See DWG- MA-FLO160-07 for additional information. 8228.3, 1 Fiberglass Side -Hinged Door Unit Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50. 5/-50.5 other: Evaluated for use in locations adhering to the Florida Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system required in HVHZ, but not required in the Wind Borne Debris Region. See DWG- MA-FLO160-07 for additional information. Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R8 II FL0160.i1f Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228 R8 AE 514010A.pd Created by Independent Third Party: Yes 6'-B" Opaque Inswing Single or Double Door w/or w/o Sidelites Certification Agency Certificate FL8228 R8 C CAC NI006900.01.pdf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R8 II FL0160.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228 R8 AE 514008A.p Created by Independent Third Party: Yes hdps:l/www. floridabuilding.org/prfpr app_dtl.aspx?peram=wGEVXQMDquftCwaMPtp3TglBvStMXEZYTLXHU%2bc L;L)SYo'sd K'il 1/24/2019 Florida Building Code Online 8228.5 Fiberglass Side -Hinged Door Unit 8'-0" Opaque Inswing Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8228 RB C CAC NI006900.02.R jjc Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +50.5/-50.5 Installation Instructions Other: Evaluated for use in locations adhering to the Florida FL8228 RB II FL0161.pif Building Code including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, does Created by Independent Third Party: not exceed the design pressures listed. 12'-0" x 8'-0" max Evaluation Reports nominal size. Hurricane protective system required in HVHZ, FL8228 R8 AE 514007A.pdf but not required in the Wind Bome Debris Region. See DWG- Created by Independent Third Party: Yes MA-FLO161-07 for additional information. Limits of Use Approved for use in HVHZ: Yes Approved foruseoutside HVHZ: Yes Impact Resistant: No Design Pressure: +52.0/-52.0 Other: Evaluated for use in locations adhering to Certification Agency Certificate FL8228 R8 C CAC NI006900.03.pd{ Quality Assurance Contract Expiration 12/ 31/2020 Installation Instructions FL8228 R8 II 1`1_0162.pdf htips: tiwww.0oridabuilding.orglprlpr app d.aspx7paramt-wGEVXQwtDquftCwaMPtp3TglBvStmXEZYTLXHU%2bGCOs%3d 417 1/24/2019 Florida Building Code Online Building Code including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7, does not exceed the design pressures listed. 12'-0" x 6'-8" max nominal size. Hurricane protective system required in HVHZ and the Wind Borne Debris Region. See DWG-MA-FLO162-07 for additional information. Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports FL8228 RS AE 514008A.pd Created by Independent Third Party: Yes 8228.9 Fiberglass Side -Hinged Door Unit 8'-0" Glazed Inswing Single or Double Door w/ or w/o Sldelites Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL8228 R8 C CAC NI006900.04.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 12/31/2020 Design Pressure: +40.0/-45.0 Installation Instructions other: Evaluated for use in locations adhering to the Florida FL8228 R8 II FLO163.pdf Building Code Including the High Velocity Hurricane Zone, and Verified By: National Accreditation & Management Institute where pressure requirements as determined by ASCE 7, does Created by Independent Third Party: not exceed the design pressures listed. 12'-0" x 8'-0" max Evaluation Reports nominal size. Hurricane protective system required in HVHZ FL8228 R8 AE 514007A.pdf and the Wind Borne Debris Region. See DWG-MA-FLO163-07 Created by Independent Third Party: Yes for additional information. https:llwww.foridabuilding.org/pr/pr_app_ g.aspx?param=wGEVXClwtDquftCwaMPtp3TglBv$tmXEZYTLXHU%2bGCOs%3d 517 1/24/2019 Florida Building Code Online 8228.11 Fiberglass Side -Hinged Door Unit 6'-8" Impact Glazed Inswing Single or Double Door w/ or w/o Sidelites Limits of Use Certification Agency Certificate Approved for use In HVHZ: No FL8228 R8 C GAG NID06900 05 pd Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 12/31/2020 Design Pressure: +52.0/-52.0 Installation Instructions other: Evaluated for use in locations adhering to the Florida FL8228 R8 11 FLO162.pd Building Code not including the High Velocity Hurricane Zone, Verified By: National Accreditation & Management Institute and where pressure requirements as determined by ASCE 7 do Created by Independent Third Party: not exceed the design pressures listed. 12'-0" x 6'-8" max Evaluation Reports nominal size. See DWG-MA-FLO162-07 for additional FL8228 R8 AE 514008A.pdf Information. Created by Independent Third Party: Yes Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +40.0/-45.0 Other: Evaluated for use in locations adhering to the Florida Building Code not including the High Velocity Hurricane Zone, and where pressure requirements as determined by ASCE 7 do not exceed the design pressures listed. 12'-0" x 8'-0" max Certification Agency Certificate FL8228 R8 C CAC NI006900.06.odf Quality Assurance Contract Expiration Date 12/31/2020 Installation Instructions FL8228 R8 II FLO163.1?c1 Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports htips://www.floddabuilding.orgIpTipr_app_Od.aspx?param=wGEVXCEwtDquftCWBMPtp3Tq 1 BvStmXE7YT'LXH U%2bGCOs%3d W 1/24/2019 Florida Building Code Online nominal size. See DWG-MA-FLO163-07 for additional FL8228 R8 AE 514007A.pgf information. I 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. CopyAght 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you 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 area licensee under Chapter 455, F.S., please click here . Product Approval Accepts: https://www.floridabuilding.orglprlpr app_ fl.aspx?param=wGEVXQwtDquftCwaMPtl>3TglBv$tmXEZYTLXHU%2bGCOs%3d M SIDE -HINGED FIBERGLASS DOOR UNtf L ' 8" GLAZED DOUBLE DOOR WITH / WITHOUT SIDELrMS J 1. EVAUA4TE0 FOR USE IN LOCATIONS ADHERING TO THE FLOF40A BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BT ASCE 7. MINIMUM DESIGN LOADS :'DR BUUINGS AND OTHER STRUDTURES, DOES NOT EXCEED THE DESIGN PRESSURES U9rED. 2. WHEN INSTALLED IN THE HIGH VELOCITY HURRICANE ZONE (HVH2). HURRICANE PROTECTIVE SYS':'EM (SHUTTERS) IS REWIRED. J. WHEN INSTALLED !N THE WIND-BORNE DEBRIS REGION. EXCLUDING THE NIGH VELOCITY HURRICANE ZONE (HVHZ). URRI E PROTECTIVE SYSTEMS NOT REQUIRED ON PANELS WITH IMPACT CLASS, BUT IS RECLINED ON PANELS WITH NON -IMPACT CLASS. 4. POLYURETHANE -CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 86 PER ASTM E84, S. PLASTICS TESTING. OF FIBERGLASS FACING TEST DESCRIPTION 0 ICNATION RESULT. SIN TEMP 4STM 01929 752 F > 680 F rRATE0OF BUROBNG ASTM C63q D$6 IN 'MIN SMOKE Ol7J5RY M-mm A5fM G2B45 55 4R TENSILE STRENGTH!.. ABTM.0838. 77X_DIFF__._. ..... 81 PLASTICS TESRNG OF LITE FRAME MATERIAL: TEST DESCRIPTION DESIGNATION RESULT SEA TEMP ASCA O19R9 740 'F > 650 F 3 PATE OF BURN N ASTM D635 0.77 LK MIN SMDKl 284! IS 4Et: TENSILE SIRENGTF!` AS'M. 0636. 700x OIFF COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD t TABtE OF CONTENTS ISHEEt / DESCRIPTION i T,.P1 OANS G,.NE. C)T A61H3C20LDCCDETAAISSN4149' FfMY, OVINAlFRAME VDiN ........ - ...... 21' MAX 36.375" MAX. j PANE. WIDTH 37: 5" MAX. 1 t. ice~ W/ ASTRAGAL FII WE WIDTH DOUBLE DOOR UNIT WlS1DE11TES Li ibaeCS Do mw .. S4YG1. E..fX?r .R._Itii r .SiYCi.LE...O QR,..vfiMy'a—"DI.= iOUeCE D60R UNR W!*aIDF)_RES WITH SIOEi.7IE WITH STDEcfTE. A IN it PERFORMANCE 15 DESIGN-. PRESSURE. RATING REQUIRED TO BE_T.K OF DESIGN PRESSURE '! CONFIG MAX WI 0lm9o- 190 iB +4 0- O + 0 0 X499.DT 5a 0 9: f +4 1 +- .0+ KURT BALTHAZQR 4-1 + , 0 U FLORIDA P.E. id 0 3" n t SEE DETA1 vs 3' 8 x 2-7/2" l .J8 x 2-1/2" i MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH ATTACH ASTRAGGAL RETAIN DETATL. A.Sj'fTAINLER BOLT FOR A 1.373" THROW STRIKE PLATE TO FRAME QUAIL "F" ASTRAGAL AS SHOWN. 6.124' AW ENAO DECMAPX N1SINT O.DSD' S*M (WA15=1201.1 ij (Dpno "L) 0.124' AMiFNED AN* MV. DOW 832 ON an 7 _ T ,rnEar a TYPICAL GLAZING .QIiT'AtL INSWING THRESHOLD Q,(NG [HRESHp0. H1 HDq« OJS THRESHOLD IMPACT RATED GLASS AddraubNAil -8 x 2—a/2" 7, ASTRAGAL RETAINER BOLT HOLE 10 x 2" 5/8" 10 x 3/4" 10 x 5/8=- 10 x 3/4" 10x2"'' FRAME / DOOR DETAIL_ "0" TYPICAL DOW W2„ - A72i"If.LP. TYPICAL GLAZING q-T& NON-tMPACi'.-GI:A 1 n I n SEE DE":AIL C' SHT. 2 F 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY L UIS R. LOAAS, PE FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL SHIM MUST BE PLACED 1N SHIM SPACE AT EACH ANCHOR. LOCATION. TAPCON EDGE DISTANCE MIN 2-5/8". WOOD SCREW EDGE DISTANCE MIN 3/4". 2, MULLIONS TO BE 2-1/2" X 4-3/8" STRUCTURAL GRADE FJ PINE ON CONTINUOUS HEAD AND SILL UNITS. BACK TO BACK JAMB UNITS JOINED WITH 1" X 1/2" LONG CORRUGATED FASTENERS LOCATED 3" FROM EACH END AND MAXIMUM 7" O.C. OR #10 X 2" FLAT HEAD WOOD SCREWS LOCATED 8" FROM EACH END AND MAXIMUM 12' O.C. 3. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEI'VEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4", 4, WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. S. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. n a SEE DETAL D SHT 2 w iss; 4. rc N a 3. wHARDWARE SCHEDULE KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLS A 5-1/2" CENTERLINE. 4' X4" FULL MORTISE BUTT HINGE2 I SMA1( lmCL— i — F: TYPICAL WOOD BUCK ANCHOR INSTALLATION MIN t I 0.25' SHIM CL.... TYPICAL MASONRY ANCHOR ' INSTALLATION it 1/2412019 BCIS Home - Log in Florida Building Code Online Product Approval USER: Public User - s•r;. Arzam ai Menu > Product or ArLoIIG3 i ardppnlicrtion Ust > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/Phone/Email FL15217-R5 Revision 2017 Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/ or the Commission if necessary. MI Windows and Doors 650 West Market Street Gratz, PA 17030 717) 365-3300 Ext 2560 bsitlinger@miwd.com Brent Sitlinger bsitlinger@miwd. com htips:// www.loNdabuilding. org/pr/pr_app_dl.aspx?param=wGEVXQwtDgv3yVVKJZlQRLgCAd4°/2f98GfUBR19aEOQToeJ9GLRTYhEw°/ 3d%3d 118 1/2412019 Category Subcategory Compliance Method Florida Building Code Online Windows Single Hung 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-62S14 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By Steven M. Urich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method FL15217 R5 COI FLCOI.pdf Standard AAMA/ WDMA/ CSA 101/I.S.2/A440 AAMA/WDMA/ CSA 101/I.S.2/A440 ASTM E1886 ASTM E1996 ASTM E330 Method 1 Option D Date Submitted 12/31/2017 Date Validated 12/31/2017 Date Pending FBC Approval https://www. floridebuilding.org/prlpr app_dtl.aspx?param=wGEVXQWtDgy3yVVKJZ10RLgCAd4°/2f9BOfuBR19aEOQToeJ9GLRTYhEw%3d%3d Year 2005 2008 2005 2005 2002 218 1/24/2019 Florida Building Code Online htips://www.0oridebuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1QRLgCAd4°/2f98GMR19aEDOToeJ9GLRTYhEw%3d%3d 3/8 1/24/2019 Florida Building Code Online FL1521'7-RS.AE"510338C.ndf Created't+y tr dependent Third Party Yes 15217.5 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72 Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS217 RS II 08-01331B.pd 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 Ft 15217 R5 AE 511943C. PRESSURE RATINGS Created by Independent Third Party: Yes 15217.7 SERIES GA 195 ALUMINUM SH SERIES GA 195 ALUMINUM SH NI 54X72 Limits of Use Installation Instructions Approved for use in HVHZ: No FLIS217 R5 II 08-01217B.pdf Approved for use outside HVHZ: Yes FL15217 R5 II 08-01218B.pdf Impact Resistant: No Verified By: Luis Roberto Lomas 62514. Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FLIS217 R5 AE 511797C.odf Created by Independent Third Party: Yes https:l/www.floddabuilding.orglprlpr_app 00.aspx?param=wGEVXQwtDgv3yWKiZiORLgCAd4%2f98Gfu8Rl9aEDQToeJ9GLRTYhEw%3d%3d 4/8 1 /24/2019 Florida Building Code Online i AND SILL 88.1/8X72 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS. Installation Instructions FL15217 R5 II 08-00255D:pdf FL15217 R5 II 08-00256D.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15217 R5 AE 510335D.Ddf Created by Independent Third Party: Yes 15217.11 SERIES GA 275 THERMALLY BROKEN SERIES GA 275 THERMALLY BROKEN ALUMINUM TILT SH NI ALUMINUM SH 48X72 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R5 II 08-00815D.pdf Approved for use outside HVHZ: Yes FL15217 R5 II 08-00816D.pdf Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15217 R5 AE 511360C.pdf Created by Independent Third Party: Yes 15217.13 SERIES GA 275 THERMALLY BROKEN I SERIES GA 275 THERMALLY BROKEN ALUMINUM SH NI 4BX84 ALUMINUM SH https:l/www.floNdabuilding.org/pripr_app dl.aspx?param=wGEVXQwtDgv3yVVKJZ10RLgCAd4°/2f98Gfu8Rl9aEDOToeJ9GLRTYhEw%3d%3d 518 1/24/2019 Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R5 II 08-02715.pd 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 FL15217 R5 AE 513497.p f PRESSURE RATINGS. Created by Independent Third Party: Yes 15217.15 ASERIES GA 275ILUMINUMSH THERMALLY BROKEN I FIN ES A 275 THERMALLY BROKEN ALUMINUM SH NI 48X72 Limits of Use Installation Instructions Approyed for use in HVHZ: No FL15217 R5 II 08-02721.pdf 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 FL15217 R5 AE 513505.pdf PRESSURE RATINGS. Created by Independent Third Party: Yes 15217.17 SERIES GA 275 THERMALLY BROKEN SERIES GA 275 THERMALLY BROKEN ALUMINUM TILT TWIN SH ALUMINUM TWIN SH NI 88 1/2X72 Limits of Use Installation Instructions Approved for use in HVHZ: No FL15217 R5 II 08-00817D.pl Approved for use outside HVHZ: Yes FL15217 R5 II 08-00818D.p-df- https:llwww.floddabuilding.orglprlpr app_dU.aspx?param=wGEVXQwtDgv3yVVKJZ1QRLgCAd4°/2f98Gfu8Rl9aEOQTceJ9GLRTYhEw%3d%3d 618 1 /24/2019 Florida Building Code Online Impact Resistant: No Verified By: Luis Roberto Lomas 62514 Design Pressure: N/A Created by Independent Third Party: Yes Other: REFER TO APPROVAL DOCUMENT FOR DESIGN Evaluation Reports PRESSURE RATINGS. FL15217 R5 AE 511361C.pdf Created by Independent Third Party: Yes 15217.19 i SERIES GA 505 ALUMINUM SH I SERIES GA 505 ALUMINUM SH NI 52 1/8X95 1/2 FINLESS Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: REFER TO APPROVAL DOCUMENT FOR DESIGN PRESSURE RATINGS. Installation Instructions FL15217 R5 II 08-0272.4.pdf Verified By: Luis Roberto Lomas 62514 Created by Independent Third Party: Yes Evaluation Reports FL15217 R5 AE 513508.pdf Created by Independent Third Party: Yes Necf Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. CopyAght 2007-2013 State of Florida. Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), https:l/www.ODddabuilding.org/prlpr app_dU.aspx?param=wGEVXQwtDgv3yVVKJZ1QRLgCAd4%2f9BGfu8R19aEQQToeJ9GLRTYhEw%3d%3d 718 1/24/2019 Florida Building Code Online 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 emailsprovidedmaybeusedforofficialcommunicationwiththelicensee. 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. Todetermine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: https: llwww.floridabuilding.orglprlpr app dtl.aspx?param=wGEVXQwtDgv3yVVKJZ1QRLgCAd4%2f98Gfu8R19aEOQToeJ9GLRTYhEw%3d%3d 818 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 A14D MASONRY OPENING IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION. FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 5. FRAME MATERIAL: EXTRUDED RIGID PVC. 6. UNITS MUST BE GLAZED PER ASTM E1300-04. 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. FOR NAIL FIN INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE 6D PENNY NAILS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1,/2" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 10, FOR NAIL FIN INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4".MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 11. FOR FRAME INSTALLATION INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH SUFFICIENT LENGTHTOACHIEVE A 11/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, 12. FOR FRAME INSTALLATION INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE. ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. 13. FOR FRAME INSTALLATION INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS, TABLE OF CONTENTS DESCRIPTION NOTES ELEVATIONS INSTALLATION DETAILS DESCRIPTION 14, ALL FASTENERS TO BE CORROSION RESISTANT. 15. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER' S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42 B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI. C. MASONRY — STRENGTH -CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063—T5 1/8" THICK MINIMUM MI WINDOWS AND DOORS, LLC 1001 W. CROSBY RD. CARROLLTON, TX 75006 SERIES 5500SINGLE HUNG WINDOW 48" X 72" —NON—IMPACT NOTES N. G. I 08-02719 7 NTS D"TE 06/70/15 snEETt OF 8 SIGNED: 0611112015 48" MAX. FRAME WIDTH REVIfipNS REV DEscRivnoN wre nvv6ov6o 6" MAX F18" MAX O.C. 6° MAX 6" MAX cINRT 61 1 3" MAX ANCHORS TO BE MDxlmum design pmsmre (p4j O.C. O EQUALLY SPACED SEE CHART BELOW Fnms Flsma Wdth(I. FOR NUMBER ANCHORS_ REQUIRED He10ntIn) fe.OD Pos Neg zf.o0 Pos Nag z40o Pos Meg n.00 Pos Neg aD.w Pos Nag 33.00 Pos Neg 36.00 Pos Nag 3e.00 Pas Nag 4z.00 Pas Nay 45.00 Pos Al.; 46.00 Pos Nag z4.00 75.0 7s.o 75.0 7s.D 75.0 75.0 75.0 7s.o 7s.o 75.0 75.0 75.0 75.0 75.0 75.0 76.0 76.0 76.0 7s.o 75.0 7s.0 75.0 30.W 75.0 75.0 75.0 75.D 75.0 75.0 75.0 75.0 75.D 76.0 75.0 75.0 1 75.D 75.0 75.0 75.0 75.o 75.0 75.0 75.0 75.0 I0.00 75.D 75.0 75.0 75.0 75.0 75.D 75.0 15.0 75.0 75.0 75.0 75.0 75.0 5.0 r5.0 75.0 75.0 75.0 15.0 75.0 5.0 75.0 72" 4200 75.0 75.0 75.0 75.0 75.0 TS0 75.0 76.0 75.0 76.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 74.5 74.5 W.6 88.0 MAX 40.00 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.D 75.0 75.0 682 682 62.5 62.S FRAMEHEIGHT 60.00 75.0 S.0 75.0 75.0 75.0 5.0 75.0 75.0 75.0 s.D 76.0 75.0 T5.0 76.0 5.0 75.0 70.2 70.2 63.6 63.5 SB.O 58.0 60.00 75.0 75.0 75.0 76.0 75.0 75.0 76.11 75.0 75.0 75.D 75.0 75.0 75.0 75.0 75.0 75.0 66.7 65.7 60.D 60.0 54.5 54.5 60.00 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 I5.0 75.0 72.7 72.7 64.2 84.2 57.4 57.4 S7.B 51.8 72.00 75.0 75.0 75.0 75.0 75.0 75.0 76.0 76.0 75.0 6.0 75.0 5.0 5.0 75.0 71.4 71.4 62.5 62.5 55.8 55.8 50.0 50.0 N areas where water resistance Is required, positf" design presalre Is limited to +SO.Opd cmu62 Number o/anchors mquimd Prams Rema100 In6" MAX 141gh1 10.00 21.00 3400 T].00 90.00 100 36.00 Jg.00 4200 4S.W 40.00 I.) NaS jr'i. mDHA em0 H65 smh HSS amD Nd3 J..VIHAS smDH&S amb HaS J..b N6S amh H6S s.D SERIES 5500 SINGLE HUNG WINDOW 24 W 2 z 1 x 1 2 2 2 2 2 1 z 1 2 3 2 a 2 3 2 3 2 3 2 3 2 RECTANGULAR 90.0036.W 22 23 22 23 22 23 22 23 22 23 33 23 73 23 33 23 33 23 33 23 33 23 EXTERIOR VIEW 42.00 2 3 2 3 2 3 2 3 2 3 3 3 3 3 3 3 3 3 J 3 3 3 FIN INSTALLATION 4a.00 2 3 2 3 2 3 2 3 2 3 3 3 3 3 3 3 3 3 3 J 3 3 54.00 2 4 2 4 2 4 2 4 2 4 3 4 3 1 3 4 3 4 3 4 3 4 DESIGNPRESSURERATING IMPAOTRATING 60.00 2 4 2 4 2 4 2 4 2 4 3 4 3 d 3 4 3 4 3 4 3 a 6&W 2 4 2 4. 2 4 2 d 2 4 3 4 3. 4 3 4 3 4 3 4 3 4 50PSF NONE 7tao 2 S 2 5 2 6 2 5 2 5 3 5 5 3 5 3 S 3 6 3 5 SIGNED: 0611112015 MI WINDOWSANDLLC 1001 W.CROSB RD. CARROLLTON, TX 75006\ XGEN3,9S+''19 SERIES 5500 SINGLE HUNG WINDOW 1t 0r;B125yt' 7 PACT48" X 72" - NON-IMPACT FIN ELEVATION STATE OF ru" DRAWN: DWO N0. 08 scNt NTS wr6. 06/10/15 s0"c 29OF REVISgaS 48" MAX. FRAME WIDTH aw DESCR - DATE I 4PP-D 6" MAX- 1B" MAX O.C. 6" MAX OHARfet 6" MAX ANCHORS TO BE Maximum design pressure(psp EQUALLY SPACED SEE CHART BELOW Pr.m. Fram. Meth (In FOR NUMBER OF REQUIREDHeigh) pn) 2100 18. 00 Pas 75. 0 Np 75. D 21. 00 Poa 75. 0 Sag 75: 0 2400 Pas 75. 0 Nag 75. 0 27A0 Pas 15. 0 1 NMegPos 75. 0 W. 00 75. 0 1 Np 75. 0 32. 00 Pos 75. 0 1 Meg 75. 0 3koo Pas 75. 0 1 NMegPos 75. 01 30. m 75. 0 Me 750 42W Pas 75. 0 Nee 75. 0 6A00 Pas 75. 0 Meg 75. 0 4e. 00 Pas 75. 0 Meg 75. 0 18" MAX 30.00 75.0 5.0 15.0 15.1 75.0 750 75.0 75.0 75.0 75.D 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.D 75.0 O. C. 70.00 5.0 75.0 5.0 75.0 5.0 6.0 5.0 5.0 15.0 75.D 75.0 I5.0 5.0 5.0 75.D IS.0 1, .0 75.0 75.0 75.0 TS.D 75.0 72" 4200 75.0 75.0 5.0 75.0 66.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 5.0 5.0 75.0 75.0 4.5 71S 0.8 68.6 MAX Q,00 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75A 75.0 75.0 75.0 75.0 75.0 75.0 T5.0 75.0 75.0 75.0 6B1 682 B2S 625 FRAME 64.00 75.0 75.0 76.0 75.D 75.0 75.0 I5.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 70.2 70.2 83.5 63.5 SBA 580 HEIGHT 60. 00 75.0 75.D I5.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.D 75.0 75.0 88.7 68.7 80.0 60.0 54.5 54.5 60. 00 75.0 75.0 78.0 75.0 75.0 75.0 75.0 75.0 75.0 75A 75.0 75.0 75.0 75.0 727 72] 8/.2 fi4.2 57./ 57.4 51.8 51.9 7200 75.D T5.0 5.0 T5.0 5.0 5.0 75.0 5.0 75.D 5.0 5.0 75.0 5.0 5.0 i.4 71./ 62.5 82.5 55.6 55.fi 50.0 50.0 In areas where water mslstance is requimd, posltiva design pressure Is limited l0 450.0ps/ CHART 82 LL!! Number o1 anchors required ti. m. R.m. w Wth (In 6" MAX Ibight moo 1 21.00 24.00 27.00 30.00 1 -33.00 1 J6.00 1 3A001 4200 4600 48.00 In) H65 .mDN65 mb H44 amDH65 mDH65 amb HLS am0H65 amb H6S .mb H6S .mb H65 amb H65 amb SERIES 5500 SINGLE HUNG WINDOW 24.00 2 z z 2 2 2 2 z z 2 3 2 3 2 3 z 3 2 3 z 3 32 2DESIGNER 30.00 36.00 2 22 32 22 32 22 32 22 32. 22 33 32 33 32 33 32 33 J2 33 32 33 3 EXTERIOR VIEW 200 2 3 2 3 2 3 2 3 2 3 3 3 3 3 3 3 3 3 3 3 3 3 FIN INSTALLATION 11.00 2 3 2 3 2 7 2 3 2 3 3 3 3 3 3 3 3 9 3 3 3 3 SA00 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 4 DESIGN PRESSURE RATING IMPACT RATING 00.00 2 4 2 2 4 2 2 3 4 3 1 3 3 4 3 4 3 4 6& W 2 4 2 1 2 1 2 4 2 3 1 3 4 3 4 1 4 3 4 3 4 r50PSF NONE 7200 2 5 2 5 2 5 2 5 2 5 3 5 3 5 3 5 3 5 3 5 3 5 SIGNED: 0611112015 AND 00oRS, LLC MIWINooWw. L0 ceoser FL CARROLLTON, TX 75006 ENS 9,}+.. y•\G SERIES 5500 SINGLE HUNG WINDOW 48" X 72" - NON -IMPACT FIN ELEVATIONp0•. TAT_ OF Iu^ D7Dwc RD. aEv i'2S:DLORl9P 08G.. sD- 3gOF 8 scNTS - 06/10/15 48" MAX FRAME WIDTH - MAX 1B" MAXI FF6" MAX O.C. 6" MAX O.C. O 2" AX4ME GHT T-- 6' MAX SERIES 5500 SINGLE HUNG WINDOW RECTANGULAR EXTERIOR VIEW FINLESS INSTALLATION DESIGN PRESSURE RATING IMPACTRATING t50PSF NGNE ANCHORS TO BE EQUALLY SPACED SEE CHART BELOW FOR NUMBER OF ANCHORS REQUIRED IM®' lmimimimm®' IM 03 Em®' mm i IM m[MIME®' m areas wne wow n mnce Is mgmrea, posuv a gn pnasun is nmmm m .ou.ulm o©o©o©o©v©o©o©o©o©o©o SIGNED: 0611112015 48" MAX FRAME WIDTH REVISIONS REV DESCRRMN M1E APPRWED 6" MAX 18" MAX- 1 6" MAX O.C. ANCHORS TO BE 6" MAX EQUALLY SPACED SEE CHART BELOW OHA"a7 Maximum design presmlre (pso O FOR NUMBER OF ANCHORS REQUIRED Prima R.m. sixth (I.)/ HNght le.00 21.00 24.00 27.00 30.00 33.00 3a00 39.00 41M 4100 4kW In) Poc N.g Pos Neg Pos I Nag Pos I Nsg Poi I Nap Pos Neg Pos Nag Pos Nag Pos Nq Poc Nag Pos Nag 24.00 75.0 75.D 75.0 75.0 75.0 75.0 75A 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.D 75.0 75.D 75.0 75.0 75.0 75.0 18" MAX 20.00 75A 75.0 75.0 5.0 75.0 75.0 75.D 75.0 75.0 75.D 75.0 75.D 75.0 75.0 15.0 75.0 75.0 75.0 75.0 76.0 75.0 75.0 O.C. 30.00 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.D 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 72" 410D 75.0 75.0 75.0 75.0 75.0 15.0 75.0 75.0 750 75.0 75.0 T5.0 75.0 75.D 75.0 7S0 75.0 75.0 79.5 I4.5 88.8 fi8.8 MAX 48.00 75.0 75.D 76.0 75.0 75.0 75.0 75.0 15.0 75.0 75.0 75.0 75.0 71.1 75.0 75.D 75.0 75.0 75.0 68.2 682 62.5 62.5 FRAME 5tW 75.O 75.0 75.0 75.D 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 76.0 75.D 75.0 75.0 635 63.5 58.0 58.0 HEIGHT 60.00 75.0 5.0 75.D 75.0 75.D 75.0 5.0 5.0 5.0 75.0 5.0 5.0 750 75.0 75.0 5.0 60.0 BO.D 64.5 54.5 66.00 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.0 75.D 75.0 750 75.0 727 72757AS 57A I1.8 51.8710075.0 75.0 75.0 75.0 75.0 75.0 75.0 5.0 75.0 75.0 75.0 75.0 750 7&0 71A 71.6 55.6 55.8 50.0 50.0 in areas where wow redstanca Is rsmulrad, podiln design premure Is Ilmltod to •50,0pA 4 CH4Rra/ Number o/ anchors requlratl Ftams Prima width (1n Haighl 1d00 21.ao 2100 27.00 3D.00 33.00 2Soo 3tW 4100 43.ao 48.00 6 MAX lln) N8S amb NBS amb H6S mb H6S mb HeS amb H85 mb HBS mb HBS amb HBS mb HeS amb NeS amb 24.00 2 2 2 2 2 2 2 2 2 2 3 2 3 2 3 2 7 2 3 2 J 2 SERIES 5500 SINGLE HUNG WINDOW w.00 2 z 2 2 z 2 z z 2 2 3 2 3 z a 2 3 2 3 3 3 3 DESIGNER 36.00 4200 22 33 22 33 22 33 22 33 22 3J 33 33 33 33 33 33 33 33 33 34 33 33 EXTERIOR VIEW 48.00 2 3 2 3 2 3 2 3 2 3 3 3' 3 4 3 4 3 4 3 3 4 FINLESS INSTALLATION 64.00 2 4 2 4 2 4 2 4 2 4 3 4 3 4 3 4 3 4 3 4 3 d 60.00 2 4 2 4 2 4 2 4 2 4 3 3 5 3 5 3 5 3 4 3 DESIGN PRESSURE RATING /MPACTRATING 60.00 2 4 2 a 2 4 2 4 2 5 3 5 3 5 3 5 3 5 3 5 J 4 72.00 2 5 2 5 2 5 2 5 2 5 3 5 J 6 3 6 J 5 3 5 3 5 t50PSF NQNE SIGNED: 0611112015 AND 00oRS, LLCMIWINooWw. RI Lr0//'/ _ crzoseY S CARROLLTON, TX 75006 w•\GEN3F9if+. SERIES 5500 SINGLE HUNG WINDOW'*-- 48" X 72" - NON -IMPACT s, FINLESS ELEVATIONpD TAT E OF ru DIUWN: OWG NO. REV s 08 7/7s NAL1E \\`- scuE NTS DATE 06/10/15 SK'E 59OF B I WOOD FRAMING OR 2X BUCK BY OTHERS EXTERIOR WOOD FRAMING OR 2X RUCK BY OTHERS 1/2" MIN. MIN. Rcvrnorrs EDGE DISTANCE EDGE DISTANCEGED rscv ocscxlrriort METAL STRUCTURE 1 1/4" MIN. BY OTHERS 1/4" MAX. EMBEDMENT SHIM+ M SPACE 1/4" MAX. 1/4" MAX. 3/4• MIN. INTERIOR oSHIMSPACESHIMSPACEEDGEDISTANCEO e WOOD E SMS OR SCREWSCR 110 SMS OR SELFF DRILLING SELF DRILLING SCREWS SCREW METAL STRUCTURE EXTERIOR BY OTHERS INTERIOR EXTERIOR SILL TO BE SET IN A BED OF APPROVED SEALANT - 1/4" MAX. SHIM SPACE M STRUCI BY OTh VERTICAL CROSS SECTION WOOD FRAMING OR 2X BUCK INSTALLATION NOTES: 1. INTERIORAND EXTERIOR FINISHES, BYOTHERS, NOT SHOWN FOR CLARITY. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH ASTM E2112 INTERIOR VERTICAL CROSS SECTION METAL STRUCTURE INSTALLATION 1 1/4" MIN. EMBEDMENT I 1/2" MIN. EDGE DISTANCE ILL TO BE SET / A BED OF #10 WOOD PROVED SCREW EALANT WOOD FRAMING J OR 2% BUCK EXTERIOR BY OTHERS 1 /4" MAX. SHIM SPACE JAMB INSTALLATION DETAIL WOOD FRAMING OR 2X BUCK INSTALLATION JAMB INSTALLATION DETAIL METAL STRUCTURE INSTALLATION I 1/4" MAX. 1 SHIM SPACE INTERIOR SIGNED: 0611112015 1 2 1/2" MIN. RtMSIONS EDGE DISTANCE REV DESCRIPTION MTE APPRWEO CONCRETE/MASONRY BY OTHERS a 1 1/4" MIN. OPTIONAL 1X BUCK a EMBEDMENT 1 1/4" MIN. TO BE PROPERLYSECURED EMBEDMENT SEE NOTE 3 SHEET 1 1 CONCRETE/MASONRY BY OTHERS 0 OPTIONAL 11 BUCK v 1/4" MAX. 1/4" MA%. SHIM SPACE TO BE PROPERLY SHIM SPACE SECURED SEE NOTE 3 SHEET 1 3/16" TAPCON INTERIOR 3/16" TAPCON o a 2 1/2" EXTERIOR TERIOR MIN. EDGE DISTANCE EXTERIOR JAMB INSTALLATION DETAIL CONCRETE/MASONRY INSTALLATION SILL TO BE SET IN A BED OF APPROVED SEALANT NOTES: 0 1 /4" MAX.NOTSHOWN I. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, OPTIONAL 1X BUCK SHIM SPACE ZPERIMTER AND JOINT. 2. PERIMETER AND JOINT SEALANT BY OTHERS TO BE TO BE PROPERLYSECURED DESIGNED IN ACCORDANCE WITH ASTM E2112 SEE NOTE 3 SHEET 1 CONCRETE/MASONRY SIGNED: 0611112015 BY OTHERS 4 MI WIN OWw.AND LLC a e • 100 c os6Y00DRS, CARROLLTON, TX 75006•XGEN3F;9d+'. N\SA1RLIQ z SERIES 550D SINGLE HUNG WINDOW 0 48" X 72" — NON —IMPACT INSTALLATION DETAILS TAyp" VERTICAL CROSS SECTION FRAME p - 1pRI9PCONCRETEoawN: owc No. R D F• 08 19 H D AND SILL SHOWN JAMTBS SIMILAR ATE 5NEETNTS06/10/15 7 OF 8 1D11111 1 0G\`\ REV1510" APPROVED REV OESLRIPLION MiE wPPROVEO SEALANT 1 1/4" MIN. BEHIND EMBEDMENT WOOD 6 WOOD FRAMING SCREW BY OTHERS 1/4' MAX. SHIM SPACE 3/8" MIN EDGE DISTANCE WOOD FRAMING 1/4" MAX BY OTHERS SHIM SPACE a p5 WOOD SCREW - INTERIOR 1 1/4" INTERIOR MIN' O e EXTERIOR EMBEDMENT o oa O 0 APPROVED EXTERIOR SEALANT 3/8" MIN BEHIND FIN EDGE DISTANCE JAMB INSTALLATION DETAIL WOOD FRAMING OR2X BUCK INSTALLATION NOTES: O 1. INTERIOR AND EXTERIOR FINISHES, BY OTHERS, O 1 /4" MAX NOT SHOWN FOR CLARITY. 2. PERIMETERAND JOINT SEALANT BY OTHERS TO BE 0O SHIM SPACE DESIGNED IN ACCORDANCE WITH ASTM E2112 i 3/8" MIN SIGNED: 06111/2015 EDGE DISTANCE MI WINDOWS AND DOORS, LLC N111111LI1I,Y jj6 WOOD WOOD - FRAMING 1001 W. CROSBY RD. CARROLLTON, TX 75006 C'f//,94Xt`,EN@RSCREW 1 1/4" MIN. BY OTHERS r EMBEDMENT SERIES 5500 SINGLE HUNG WINDOW p.6.5 APPROVED VERTICAL CROSS SECTION. 48" X 72" - NON -IMPACT FIN INSTALLATION DETAILS fr TAT F 2' SEALANT WOOD FRAMING OR 2X BUCK INSTALLATION SHOWN SIMILAR oR+wN: DwG No. - REVBEHINDFINHEADANDSILLJAMBS 06 Q,SjONA sME NTS 'e 06/10/15 SHEIUBSOF B 1/24/2019 Florida Building Code Online BCIS Home f tog In j User Registration s Hot Topics Product Approval USER: Public userdbpr rnduct, jq}yovai t'fe„Yg > Product or Agpliration Search > ppplir iur ist > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory FL12019-R7 Revision 2017 Approved American Construction Metals 6938 N US Highway 41 Apollo Beach, FL 33572 813)671-4006 Gary.Zigler@acm-metaIs.com Vivian Wright rickw@rwbldgconsultants.com Panel Walls Soffits https:liwww.floddebuilding.org/prlpr app_ U.aspx?param=wGEVXQwtDquJEQfBP6a6FJ198bW4luDENhywHOxocNNUHSf3aFOagA%3d%3d 113 112412019 Florida Building Code Online Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer A Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Lyndon F. Schmidt, P.E. Evaluation Report Florida License PE- 43409 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 03/02/2020 Validated By Ryan J. King, P.E. l Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL12019 R7 COI ( k) Certificate of Inde Zd==.a f Standard ASTM E330 Method 1 Option D 02/13/2018 02/13/2018 02/18/2018 04/10/2018 Year 2002 hllps: l/ www. floridabuilding.orglprlpr app di.aspx?pamm=wGEVXQwtDquJEQi8P6a6FJ198bW4luDENhywHOxocNNUHSt3aFOagA%3d%3d 213 1/2412019 Florida Building Code Online 12019.1 a. " Triple 4" and "Quad 4" Aluminum "V - Groove" Soffit - Full Vent, Center Vent and Opaque Limits of Use Installation Instructions Approved for use in HVHZ: No FL12019 R7 II (,@)Inst 12012.1.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: N/ A Created by Independent Third Party: Yes Design Pressure: N/ A Evaluation Reports Other: See INST 12019.1 for Design Pressure Ratings by FL12019 R7 AE (b) Eval 12019.1.pdf specific application and for any other additional use limitations Created by Independent Third Party: Yes and Installation instructions. kBatk KA-tr Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. CgpyLlght 2007-2013 State of Florida.:: RLb y Statement :: AccessibillN Statement:: Refund Stateme 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 emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are alicensee under Chapter 455, F.S., please click here . Product Approval Accepts: https:l/www. floridabuilding.orglprlpr_app dl.aspx?pamm=wGEVXCtMDquJEQf8P6a6FJ19BbW4luDENhywHOxocNNUHSP3aFOagA%3d%3d 313 @ACAk III a nu A1 8 RegAMERICANCONSTRUCTIONMETALS 5140 West Offlon Sheet t a Tampa, FL 33634 N\NN TRIPLE 4" & "QUAD 4" m ALUMINUM " V - GROOVE" SOFFIT MPLE4 4 R a cestansnrcsa 4/OIsI,OWS1fUCfJ Gi GENERAL NOTE p 1. This product has been evaluated and is in compliance with the 6th Edition j2Q17j y IaHondaBuildingCodeexcludingthin "High Velocity Hurricane Zone" (HVHZ). R 2 Product anchors shag be as listed and spaced as shown on details. Anchor Nww\ embedment to base material shag be beyond wall dressing or stucco. • 3. Site conditions not covered by this drawing are subject to further engineering analysis. y g 4. Wood/CMU wag construction, by others, must be designed properly to receive 1 \\w\N 0 loads from the soffit and/or T x Z' batten strips. w\N\ o a a 5. Aluminum soffits shall conform to the specification and labelling requ'Bements of NwN\ FBC section 1709.10. i X TABLE OF CONTEMS r::• SNEErt DESCIUPTION z 1 Typical elevations & general notes a° 2 Panel details 3 Soffit details 3 design pressures sail:. N.T.S. o+em JK LFS ; a 4 Soffit deto&3design pressures 5 Soffit details, design prasuxes & b10 of materink QUAD 41go tyke QWI7 (AnISiWCKi awmo Na: a FL- 12019.1 0 sar t a p u' SOFPIT AIR FLOW TABLE AIR FLOW AIR FLOW WHO TYPE SOFfl1 TYPE WfLO FRiEELOW P1 W tK ti. AAAetrev AV` 1!+1!! AMmemn AF noW AMA - CENTERVENT NARROW3,91 l91* 2.71R PATTERN pr FUILVEWwuvENT o. NARROW PA11RNit.74 11.74* i A15R NARROW PATTERN11.74 15.61 11.15% WIDE 5AY 5.49* S.54R WIDE SA9 4./1* R.S6R PATON i PATTERN...__.- FREE FLOW AREA IS PER WAR TOOT OF OVERNANO 1SPAN "A" ON SHEETS 3.4 5 S) PER PANEL(12'TRfllE 4 PAtYiOR ISGUAD 4 PAM ISf' 12. 7IT 07 01 L A159' li - HISS' CC OR T R ^ yFASCIA " PCHANNEL V u rnmu 2 q)_._'P._HANNEL j. 33' {- COdEVAfd(SFF—a{ ,yy CWExAGEIPBI ` G ""'.33" iMOCt.T 4 I. _ . ............. . 41" --- i 1 07. M AND T3400e^,ARS IT COVERAGE l."..:......._._... 4'PRCN .._........ .... 25/8' .........•. __.._wrnxAVAAAVRrawvrtEs nr. aPW 1RI11E 4 PANEL IECOVRAGE 11/ 1B(REF) 4° PffCH --^I I 2- SJ5"---`MP.4Pss1 tRFa tauvPvs ; O QUAD4PANEL i J aa0alaa 0 0 0 i0 0-7, a 0 a a a 9 a 0 9 0 L nnnnnnDVR PATTERN (,_NIL SCALE_, LILMVERS FORMED SAME DIRECRON AS RJES) q) a.vq"EmiV TUN VIEW" A-A' dx SCAIE owaro nec In m ee Oi» ction ips} f s ZS, I -I,` . ooaaou- 1 000p0000000 00000000000.. ooann--= LOUVER PATTERN LOUVERS FORMED IN SAME D) RECTANASPOS) f 0.388" VIEWWK VxSCALEI _... 5 6 FULL VENT- NARROW VENJ'PAITERP! lo eo r *a l :.• ns a IA w . FL- 12019.1 ROOF OVERHANG ROOF OVERHANG ROOF ALUMINUM I !. FASCIA TRIM t' — - — ---- .. SOFfIi— CHU OR ~ SOFFIT CMU OR SEE DEfAB."A' FRAMEO ;SEE DETAIL'C"-. FflAMEO SMDETAIL"D' i t SIDE VIEW -SINGLE SPAN w!F-CHANNEL. SIDE, VIEW_.- SINGLE SPAN I CHANNELS Sham v mw(M. n9 mnwk ) (Sh- K, MO IM419 onawe') MGLESPAN LENGTH ti ' DESIGN PRESSURE(YSfj_ POSfDIE JJEGATTVE: 0" 70.0 141.0 10" 60.0 60.0 IT 50.0 0.0 IC 38.5 38.5 1 r 30.0 30.0 NOTE WOOD FRAMING AND CONNEC IONSTO BE DESIGNED BY THE ARCHITECT OR ENGINEER OF RECORD DETAIL" 5 F-Channel TRRA NAILATTACHED THROUGH FASCIA ` NOTE b 14, OX MAX. \ FORSQUARE CUT OVERHANG, TRIM BOTTOM OF FASCIA FLAT AGAINSTPANEL - STAPLES INSTALLED 0 I 7 ENDOFPANELAND 8' MAX. O.C. 3 SEE DETAR.1 ". SHEET 51 118" MAX...... ..:(.,.... S DETAIL" A " Fascia STAPLES INSTALLED 0 2r O.C: (INTO WOOD) ON FCHANNEL LEG OR T•NAR. @ IT D.C. INTO WOOD OR MASONRY) STAPLES INSTALLED 0 IT O.C. (INTO WOOD) IN FCHANNELSLOT OR T•NAIL 017 O.C. ONTO WOOD OR MASONRY] STAPLES LOCATED 24' O.C. INTO FRAMING ROOF ALUMINUM I FASCIA -- TRIM FASCIA... --\\ Rm \ SOFFIT ` r "'" m TCMU OR SEEDETAIL' A' T WOOD FRAM[ 0 SEEDETAIL" C' % SIDE VIEW - SINGLE SPAN w/7-CHANNEL Shmn wt tnWfmm";anUkxr) 11 gB+MAx T' MAX. STAPLES INSTALLED 0 IT O.C: (INTO WOOD) IN } CHANNEL SLOT OR T-MAIL017 O.C. DETAIL " D " Channel Fascia STAPLES WALLED 0 17OZ. (INTO WOOD) IN X MNNEL SLOT OR FNATL>017 O.C. INTO WOOD OR MASONRY) STAPLES LOCATED 24' O.C. INTO FRAMING —7 1 N A plo gOqgO tlN•;2 i E.Al N w 5 Mart. 10 k k I' MAX.. DETAIL" C " J- Channel z xrte N.T.S. ' cru er: JK ° SUBSTRATE NOTES; au. ar: LFS 9 1. WOOD SUBSTRATE G-0.42 OR BETTER Rreac wo: ° 2. MA.SONRY SUBSTRATE: UM PSI CONCRETE NCI 3011 FL-12019.1 OR HOLLOW BLOCK(MTM C40). ww 5 a' 5 SPAN "A' :-..- ROOF OVERHANG ROOF OVERHANG ` f—SEENOTE2 ROOF - ROOF. FRAMING ! FRAM146 Y ALUMINUM ! ,'"/. r ALUMINUM FASCIA. - fASOA TRIM / _. TRMI•' ENU OR I ` Emu OR WOOD SOFFIT-' MOOD ! SO -FIT FRAMFD-- FRAi^.ED ! \\ SEE DETALL SEEDETAIL'F"—i \SEE DETAIL`G'—r j SEDETAL — SIDE VIEW LLSINGLE SPAN w/F-CHANNEL SIDE VIEW - SINGLE SPAN w/3-CHANNEL tsrmw "r aouRm e ire) tstmwR wwin;,nmamlre 1 TRAM NAIL AITACHED THROUGH FASCIA 016"O.C. MAX. NOTE FOR SQUARE CUT OVERHANG TRIM BOTTOM OF FASCIA RATAGAINST PANEL STAPLES WALLED 0 END OF PANEL AND B' MAX. O.C. 1SEEDETAIL-J -. SHEET 5) DETAIL " E " Fascio g__ CONNECTOR hOTIM i mm 1. WOOD FRAMING AND COHNECIKW tO BE DESIGNED. BY THE ARCHIW OR ENGINEER OF RECORD N Nit` a0 2.12tl COMMON MALL OR7/16'RW TN20N CONCREIESCREW MpV. I IN'EM9®MB1It 024'ON CENIHE [A ( F z m SWGLE.StAK1FAG1Ff•, A DfSLGN )Rf5SURE (PSI; PfISffNE NFGA7NF'I r 70.0 141.0 10* 60.0 60,0 IT 50.0 so,o w 36.5 38.5 TA" 30.0 K 2' P < s Ga 4 STAPLES INSTALLED a b' oITO.C.(INTO W000) IN XRANNELSLOT I STARES LOCATED C.- OR T4WL O I7O.C. a 24'O.C.I:TO FRAMING 1 ONTO WOOD 1 ORMASONRY) STAPLES INSTALLED 0 24'O.C. PTO WOOD) ON FCHANNEL LEG OR T-NAIL 0 IT O.C. INTO WOOD OR MASONRY) k STAPLES INSTALLED 0 I iTO.C. (INTO WOOD] WFCHANNEISLOT OR T- NAIL 012' O.C. - INTO WOOD OR MASONRY) b i I y! ! s r 7.-- _____ J 2 i ? 10_rkAx W ml iQl 01N Z 2 nay iz o scvr:• N.LS. Orc. m JIC aRam LFS rc 3 1J6'MAX. DETAIL" F" l- FChanneSUBSTRATENOTES: I. WOODSUBSTRATE:G=0.42ORBEITER DETAIL" 2. M=NRYSUBSTRATE:3.OMPSICONCRETE(ACL3011 OR HOLLOW BLOCK (ASTM C90). J-Channel w FL- 12oi 9.; oa s: axcr 4 v a REM DESCRIPTION MATERIAL FF FASCIA.021STHK.ALUM.3I0S-HI4 1. ALUMINUM 12 J"CHANNEL DIWTHK.ALUM.3IDS-H24 _........... ALUMINUM 3 7 CHANNEL.OISS"THK. ALUM. 3104-H19 1 ALUMINUM i 5 b QUAD 4 PANEL (04IS OR .O135 THICK) ALUM. 3105 TRIPLE 4 PANEL (.Ol i 5 OR .0135"THICK) AlUM.310S I ALUMINUM 1 ALUMINUM -_ 7 ISxW/4'TRIMNAIL -- S.S. 8 18"Gh X 114"SS STAPLE / 7/8"MJNL. EMBEDMENT) i Sm 9 1 2' X 2 BATTEN STRIP. (G=.42 OR BETTER) WOOD i0 APA B•C- GROUP I EXT, 1513T PLYWOOD OR BETTER _ j WOOD 11 09r Dih T-NA0. /5/8'MIN.EMBEDMENT.._, 1 STEED. 12dX 3.1/4' IX2VOMCAt H.D. GALV, STEEL FRAMING (G>=0.421 COMMONNAIL024"O.C. ATTACHW/28d W/ 1-3/,r MIN. EMB. COMMON NABS O TOP TO ROOF FP4MIJG 8 STAPLES INSTALLED 0 END OF PANEL AND 8'MAIL O.C. > SEE DETAIL"J' - S b DETAIL " M " DETAIL" I " I lI .............-_. —. 8' O.C. MAX. ti DETAIL"J" 0 d ` z a SPAN"A" gtpi j(j ft RODf_Sff DETAIL'S'A gFwNINO •,^;' ^ . [SFfEEf 3) 12d X3U4 H.D. GAILY. STEEL !t ------ _..-__"-_ CMU OR COMMON NAIL @ 24" O.C. S& DETAIL"A" J 1 I _ _ I \ \. W000 . w/ 1-3/4" MIN EMS. ( 3) 7 1 FRAMED I. CONINUOUS SEE[ TAIL"N SATTEN&Cat a SPAN STAPLES INSTALLED 0 - SIDE VIEW - DOUBLE SPAN w/BATTEN END OF PANEL AND (Shone wl twmfframing m-,ftw) 8' MAX. O.C. & SEE DETAIL "J') TWIN SPAN LENGTH WICONONUOUS AAREN DES)GN PREUURE (PSP) POSITIVE NEGAhVE; I4" 70.0 70.0 if' 66.5 66.5 2V 60.0 60.0 2r 54.S 54.5 24" so.o 50.0 SPAN "A' ROOFOVFRHANGy SEE DETAI"G' ISHEEV41 ROOF_ FRAMING • % SEE NOTE 2 III I 4 f 1 1 } CMU OR MOOO ffDETAIE"i»-/ 8 S FRAMED SET: DETAR"A"._`o ISFIEET 3) SIDE VIEW - DOUBLE SPAN w/BATTEN CONNECTOR NOTES: - ( " Lei "9 aredta"g) P. 1. WOOD FRAMNG AND CONNECTIONS TO BE DESIGNED °N en ... lK SUBSTRATE NOTES: BY THE ARCHRECT OR ENGINEER OF RECORD aac rm LFS 2. T2d COMMON NAIL OR 3116'RWTAPCON CONCRETE SCREW I.WpOp 5U8STRATE:G=Q42 CA28ETIER IRON,1-ff4'Ig8EDMENT)924"ONCENIER 2.MASONRYSUBSMXM3ADCPSICONCRflf(ACL I) PL-12019.1ORHOLLOWBLOCK (ASTM C90). 1/24/2019 Florida Building Code Online Search P d ! da Product Approval USER: Public User omduc. A't pnrcval Menu > Product or Application Search > AaWkat& tEst > Application Detail FL # FL16305-R7 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Atlas Roofing Corporation Address/Phone/Email 2000 RiverEdge Parkway Suite 800 Atlanta, GA 30328 770)946-4571 mcollins@atlasroofing.com Authorized Signature Meldrin Collins mcollins@atlasroofing.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing https:llwww.tloridabuilding.orglprlpr app 00.aspx?param=wGEVXQwtDquJBMjgU1j3N1TGPiD8aJCJLxBUiz%2b9UKL8K%2bNoUT°/,2iCtUw%3d°/3d 1/3 1/24/2019 Florida Building Code Online Subcategory Asphalt Shingles 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 Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden P.E. k Validation Checklist - Hardcopy Received Certificate of Independence FL16305 R7 COI ATL13002.7 2017 FBC Eval Report Shin les Final.odf Referenced Standard and Year (of Standard) Standard Year ASTM D 3161 2016 ASTM D 3462 2010 ASTM D 7158 2011 TAS 100 1995 TAS 107 1995 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 10/14/2018 Date Validated 10/14/2018 Date Pending FBC Approval 10/21/2018 Date Approved 12/11/2018 https://www.floridabuilding.orglpripr app_ g.aspx?param=wGEVXQwtDquiBMjgUlj3NlTGPIDBaJCJLxBUiz%2b9UKL8K%2bNoUT%2fQUw%3d%3d M 1/24/2019 Florida Building Code Online PL,# MlO del; Nutnber or Name Descrrptron A 16305.1 Atlas Shingles Fiberglass reinforced laminated asphalt shingles Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL16305 R7 II ATL13002.7 2017 FBC Eval Rep rt hin les Final.prdApprovedforuseoutsideHVHZ: Yes 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 171-16305 R7AEE ATL1.3002.7 2017 FBC Eval Reoort Shingim FinaLWIf Created by Independent Third Party: Yes iS»ek 11fieXt, Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EED employer. Copyyht 2007-2013 State of Florida.:: Privacy atement :: 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 4S5, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record, If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . Product Approval Accepts: https:l/www.0oridabuilding.orglprlpr app dtl.aspx9param=wGEVXQwtDquJBMjgU1j3N1TGPIDBaJCJLxBUiz%2b9UKLBK%2bNoUr%2fQUw%3d%3d 313 1 /24/2019 Florida Building Code Online BC'IS Home I Log In User Registration i Hot Topics I Submit Surcharge I Stats & Fad R .Ua. Product Approval USER: Public User Pr iigC act Aluxoval Mena > Pl.tl tt or Anoh racinn Search > pRnhcaco Est > Application Detail FL # FL21350-R3 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Atlas Roofing Corporation Address/Phone/Email 2000 RiverEdge Parkway Suite 800 Atlanta, GA 30328 770)946-4571 mcollins@atlasroofing.com Authorized Signature Meldrin Collins mcollins@atlasroofing.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing htlps:llwww.foridebuilding.org/prlpr app_ g.aspx?param=wGEVXQwtDgve007nSKOaGGln000jbPsH%2fggSMdYWizvK%2f5imNM45Q%3d°/3d 113 1/24/2019 Florida Building Code Online 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 the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity Quality Assurance Contract Expiration Date 12/31/2020 Validated By Locke Bowden P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL21350 R3 COI ATL16001.3 2017 FBC Eval Report Summit Underlayments flnal.pdf, . Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code 1507.1.1 Product Approval Method Method 2 Option B Date Submitted 10/09/2018 Date Validated 10/09/2016 Date Pending FBC Approval 10/21/2018 Date Approved 12/11/2018 https:l/www.floridabuilding.6rglprlpr_app_ U.aspx?param=wGEVXQwtDgve007n$KDaGGlnO00ibPsH%2flggSMdYW1zvK%2f5lmNM450%3d%3d 213 1/24/2019 Florida Building Code Online FL' l Model, Number or Name description' 21350.1 Rapid Cover, Summit 60 and Summit Mechanically attached, synthetic underlayments used as an 180 Underlayments alternative to ASTM D 226 Type I and II underlayment. Limits of Use Installation Instructions Approved for use in HVHZ: No FL21350 R3 II ATL16001.3 2017 FBC Eval Report Summit Underlayments final.paApprovedforuseoutsideHVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE-74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL21350 R3 AE ATL16001.3 2017 FBC Evai Report Summit underlayments final.( Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The Slate of Florida Is an AA/EEO employer, Spy ht 2007-2013 State of Florida.:: Prl_ Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records, If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact B50.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F,S, must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F,S„ please dick here . Product Approval AcceptS7 https:l/www.foridEibuilding.orglpripr app_ g.aspx?parem=wGEVXCiwtDgveOO7nSKOaGGlnDOQibPsH%2fgq$MdYW1rvK%2f5lmt4M45Q%3d%3d 3/3 1/24/2019 Florida Building Code Online BCIS Home j Log In I User Registration - ; Hot Topics I Submit Surcharge I Stats & Fad Product Approval USER: Public User P,Awt Aip.;roy Menu > Product or Application Search > AaAkCation ,t > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email FL21580-R1 Revision 2017 Approved Florida Metal Products Inc. 6940 Stuart Ave Jacksonville, FL 32254 904)783-8400 Clark@flamco.com FLPA Services flpaserv@yahoo.com Clark Jones e p o box 6310 Jacksonville, FL 32236 904) 783-8400 Clark@flamco.com Clark Jones p o box 6310 Jacksonville, FL 32236 https:l/www.floridebuilding.org/prlpr app_dti.aspx?pamm=wGEVXQwtDgtcQ%2f8oYOLm9hCWpByUNeLD1Qb2%2f4DGJNs0t05DsgkpXQ%3d%3d 1/4 1/2412019 Florida Building Code Online 904) 783-8400 Clark@flamco.com Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer U) Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the James L. Bucker, P.E.@ CBUCK Engineering Evaluation Report Florida License PE- 31242 Quality Assurance Entity Keystone Certifications, Inc. Quality Assurance Contract Expiration Date 12/31/2020 Validated By Michael John Riemer, P.E. 3 Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved FL21580 R1 COI CertiflcateOfIndep.pdf 1708.2 Method 2 Option B 10/05/2017 10/25/2017 10/27/2017 12/12/2017 https://www.floddabuilding. org/pr/pr app_dg.aspx?param=wGEvxawtDgtcQ%2f8oYOLm9hCWpByUNeLDlQb2%2f4Dwimsuiv5wsgkpXQ°/3d%3d 214 112412019 Florida Building Code Online N n6scnptfon tip„ 21580.1 1 - FLAMCO "Off -Ridge Roof Vent" Low profile, off -ridge roof vent for pitched roofs fabricated from 26 gauge, G-90 primed, galvanized steel Limits of Use A Installation Instructions Approved for use in HVHZ. No FI21580 R1 11 1 QfRUcjeRoofVent FVALRFPQRTpjL,, Verifled By: James L. Buckner, P.E. @ CBUCK Engineering P.E. Approved for use outside HVHZ: Yes Impact Resistant, No 31242 Design Pressure: +N/A/-46 Created by Independent Third Party: Yes Other: Refer to Evaluation Report for Limitations and Evaluation Reports Conditions of Use. Refer to manufacturer's installation FL21580 R1 AE..-I-Qtfl?jdg ent U1EMRT_&fEVAinstructionsCreatedbyIndependentThirdParty: Yesasasupplementalguideforattachment. htips:liwww.floNdebuilding.org/prlpt-app_od.aspx?param=wGEVXClwtDqtcQ% 2f8oYOLm9hCWpByUNeLDlQb2%2f4DGJNsDtO5DsgkpXQ%3d%3d 3/4 1/2412019 Florida Building Code Online The State of Florida is ad WEED employer. CQQyljght 2007-2013 State of Florida :: Privacy Statement :: A ibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail tothisentity. 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 emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide theDepartmentwithanemailaddresswhichcanbemadeavailabletothepublic. To determine ifyouare a licensee under Chapter 455, F.S., please dick here , Product Approval Accepts: MIUMMERE hti s: l/ www.floddebuildin or rl r a dtl.as x7 aram=wGEVXQwtDgtcQ%2f8oyOLm9hCWpByUNeLD1Qb2%2f4DGJNsOto5DsgkpXQ%3d%3d 414 p 9• 9/ P P PP_ P P Specialty Structural Engineerinq Evaluation Report FLAM-CO "Off -Ridge Vent" Roof Vent Manufacturer: Florida Metal Products, Inc. 6940 Stuart Avenue Jacksonville, FL 32254 for Florida Product Approval FL 21580.1111 CBUCK, Inc. Certificate of Authorization #8054 Florida Building Code 6th Edition (2017) Method: 2 - B Category: Roofing Sub - Category: Product Name, Product Description: Attached To: Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Diana Galloway Report No. Report No. 17-185- ORV-ER Revises 16-143-ORV-ER, FL 21580.1) Date: 9/18/17 Contents: Evaluation Report Pages 1— 9 Roofing Accessories that are an Integral Part of the Roofing System Off -Ridge Vent" Roof Vent Wood Deck Facsimile of digital copy signed by James L Buckner, P.E. Electronically signed and sealed documents shall comply with the provisions of FAC Rule 61G15-23. L\CENSF'• tc,Q No 31242 TLuz T'• STATE OF _441 - ON A15S• 2017.10.19 20:13:36 -04'00' CBUCK, Inc. dba CBUCK Engineering Phone: (561) 491-9927 • Email: cbuck@cbuckinc.netcbuckinc.net • Website: www,cbuckinc.net Business: 1374 Community Dr:, Jupiter, FL 33458 •Corp/Mailing: 2637 E. Atlantic Blvd, #34069, Pompano Beach, FL 33062 Specialtt j Structural Engineering 1.0 Manufacturer: Florida Metal Products, Inc. dba FLAMCO 6940 Stuart Avenue Jacksonville, Florida 32254 800) 634-8400 http://flamco.com 2.0 Manufacturing Plant: Jacksonville, Florida 3.0 Product: 3.1 Product Name: "Off -Ridge Vent" 3.2 Product Description: Roof Vent 4.0 Evaluation Scope: 4.1 Compliance with the following Florida Building Code 6th Edition (2017) 4.2 Evaluation Method: Florida Product Approval Rule 611520-3.005 (2) (b) FL #: FL 21580.1 R1 Date: 9/18/17 Report No,: 17-185-ORV-ER Page 2 of 5 MICK, Inc. Certificate of Authorization #8064 4.3 Evaluation Classification: Category: Roofing Sub Category: Roofing Accessories that are an Integral part of the Roofing System 4.4 Properties Evaluated Structural (Wind Resistance) Properties 4.5 Limits of Evaluation: This product assembly evaluation is limited to compliance with section 4.1 to section 4.4 of this report. 5.0 Evaluated Uses: FLAMCO "Off -Ridge Vent" is used as a roof ventilator. 6.0 Product Assembly Description: 6.1 General: The FLAMCO "Off -Ridge Vents' are low profile, off -ridge roof vent for pitched roofs fabricated from 26 gauge, G-90 primed, galvanized steel with a galvanized steel mesh covering mechanically attached to Plywood Deck. 7.0 General Assembly as Evaluated: Refer to section 15.0 of this report for product assembly components/materials & standards. 8.0 Support System: Design of support system is outside the scope of this evaluation.) 8.1 Type: Wood Deck 8.2 Description: 15/32" (min.) or greater plywood, or Wood plank deck (based on minimum density/specific gravity of 0.42) 9.0 Slope: Minimum slope shall be 2:12. (and in compliance with FBC Chapter 15 based on the type of roof covering, applicable code sections and in accordance with manufacturer's recommendations.) FL #: FL 21580.1 R1 Date, 9/18/17 Report No.: 17-185-ORV-ER Page 3 of 5 Speclaity Structural Engineering DUCK, Inc. Certificate of Authorization #8064 10.0 Performance: 10.1 Wind Resistance: Table A Allowable Loads Design Uplift Pressure 1 -46 PSF Notes: 1. Allowable design pressure(s) for allowable stress design (ASD) with a margin of safety of 2 to 1. 11.0 Performance Standard: The following test protocols were performed to demonstrate compliance with the intent of the code: 11.1 ASTM E330-02 — Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors and by Uniform Static Air Pressure Difference 12.0 Code Compliance: 12.1 The product assembly described herein has demonstrated compliance with the Florida Building Code 6th Edition (2017) Section 1708.2. 13.0Limitations and Conditions of Use: 13.1 Design of support system is outside the scope of this report. Support shall be structural framing members complying with the code and shall be designed by others. 13.2 Scope of "Limitations and Conditions of Use" for this evaluation: This evaluation report for "State Approval" contains technical documentation, specifications and installation method(s) which include "Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "State Approval". 13.3 Option for application outside "Limitations and Conditions of Use" Rule 61G20-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. 13.4 This report is a building code product evaluation per FLPE rule (FAC) 61G15-36 to comply with Florida product approval rule (FAC) 61G20-3. This evaluation report is part of the Florida Building Commission approval for the listed code related criteria. This report by James Buckner, P.E. and CBUCK Engineering is not a design certification of code compliance construction submittal documentation, per FBC section 107, for any individual structure, site specific or permit design. 13.5 Structural loads shall comply with the design provisions of the FBC 6th Edition (2017), Chapter 16, Section 1609. 13.6 All metal components and fasteners shall be corrosion resistant in accordance with FBC, including but limited to Sections 1504.3.2, 1506.6 and 1S07.4.4. 13.7 Refer to applicable building code section for ventilation requirements. 13.8 Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. 13.9 This report does not evaluate the use of this product assembly as described in this report for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) 14.0 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc., (FBC Organization #QUA ID:1824). a^ g Specialttj Structural Engineering 15.0 System/Components 15.1 "Off Ridge Vent" 15.1.1 Material: Steel 15.1.2 Thickness: 26 gauge (min.) 15.1.3 Yield Strength: 40 ksi min. FL #: FL 21580.1 Rl Date., 9/18/17 Report No.: 17-185-ORV-ER Page 4 of 5 CBUCK, Inc. Certificate of Authorization #8064 15.1.4 Corrosion Resistance: In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel 15.1.5 Overall Product Dimensions (± Y" nominal): 15.1.5.1 Length(s): 2', 4, 6' and 8' (max.) 15.1.5.2 Width: 23-1/2" (max.) 15.1.5.3 Height: 4-1/2" and 8-1/2" (max.) 15.2 Fastener: 15.2.1 Base Fastener: 15.2.1.1 Type: 15.2.1.2 Size: 15.2.1.3 Corrosion Resistance 15.2.1.4 Standard: 15.3 Roof Adhesive: Attaches Roof Vent to Deck Smooth or Ring Shank Roofing Nails 11 gauge x 2" (Long) Per FBC Section 1506.5 Per ASTM F 1667 15.3.1 Type: Standard Heavy bodied Flashing Cement 15.3.2 Description: Asbestos -free asphalt based roof cement 15.3.3 Application Size: 1/4" thick (min.) 15.3.4 Standard: Per ASTM D 4586 Type I 16.0 Installation Method: Refer to installation method at the end of this evaluation report.) Prepare deck opening by trimming any shingles or tiles & existing nails that may interfere with ridge vent installation. Apply roof cement to the underside, back and side flanges of the ridge vent. Cement should be a 1/4" thick and extend 2" onto roof underlayment. (Install cement in compliance with manufacturer's installation guidelines.) Position vent base flange beneath loosened shingles and align with deck opening. Attach the unit side flanges to deck with fasteners per Section 15.2.1 spaced 4" o.c. and 1" from each end. Apply Roofing Cement to exposed fastener heads. Minimum fastener penetration thru bottom of support, 3/16". The FLAMCO "Off -Ridge Vent" shall be installed in compliance with the installation method listed in this report and applicable code sections of FBC 6th Edition (2017). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. 17.OEvaluation Reference Data: 17.1 ASTM E330-02 Uniform Static Air Pressure Difference Test By Fenestration Testing Laboratory, Inc. (FTL) (FBC Organization #TST ID: 1657) Project #16-6647, Lab #9124, Dated:11/09/16 17.2 Quality Assurance By Keystone Certifications, Inc. (FBC Organization #: QUA 1824) Licensee #440 17.3 Engineering Analysis By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) 17.4 Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) FL #: FL 21580.1 R1 Date: 9118/17 Report No.: 17-185-ORV-ER Page 5 of 5 Specialttj Structural EnQ1mmerinQ CBUCK, Inc. Certificate of Authorization #8064 Installation Method FLAMCO Off -Ridge Vent" Roof Vent Off -Ridge Vent" Off -Ridge Vent" for Tile Roofs) for Shingle Roofs) Isometric View Isometric View 1" from Edge 4 4" o a Typical, WD(irnum Fastener is 11 Gauge Galvanized Rng Shank Roofing Nail Top Plan View Typical Fastening Pattem) Not to Scale) J Range SpecialtW Structural EnginpL=rinq Evaluation Report FLAMCO "Off -Ridge Vent" Roof Vent Manufacturer: Florida Metal Products, Inc. 6940 Stuart Avenue Jacksonville, FL 32254 for Florida Product Approval FL 21580.1111 CBUCK, Inc. Certificate of Authorization #8064 Florida Building Code 6th Edition (2017) Method: 2 - B Category: Sub - Category: Product Name: Product Description: Attached To: Prepared by: James L. Buckner, P.E., SECB Florida Professional Engineer # 31242 Florida Evaluation ANE ID: 1916 Project Manager: Diana Galloway Report No. Report No. 17-185- ORV-ER Revises 16-143-ORV-ER, FL 21580.1) Date: 9/18/17 Contents: Evaluation Report Pages 1— 9 Roofing Roofing Accessories that are an Integral Part of the Roofing System Off -Ridge Vent" Roof Vent Wood Deck Facsimile of digital copy signed by James L Buckner, P.E, Electronically signed and sealed documents shall comply with the provisions of FAC Rule 61015-23. Illlllll irr iguC, 10ENgk No 31242 44/ T' STATE OF F-ORIDP,.Q) 2017.10.19 20:13:36 -04'00' CBUCK, Inc. dba CBUCK Engineering Phone: (561) 491-9927 • Email: cbuck@cbuckinc.net • Website: www.cbuckinc.net Business: 1374 Community Dr., Jupiter, FL 33458 - Corp/Mailing: 2637 E. Atlantic Blvd, #34069, Pompano Beach, FL 33062 C MKC-md Specialh j Structural Engineering 1.0 Manufacturer: Florida Metal Products, Inc. dba FLAMCO 6940 Stuart Avenue Jacksonville, Florida 32254 800)634-8400 http://flamco.con-, 2.0 Manufacturing Plant: Jacksonville, Florida 3.0 Product: 3.1 Product Name: "Off -Ridge Vent" 3.2 Product. Description: Roof Vent 4.0 Evaluation Scope: 4.1 Compliance with the following Florida Building Code 6th Edition (2017) FL #: FL 21580.1111 Date: 9/18/17 Report No.: 17-185-ORV-ER Page 2 of 5 CBUCK, Inc. Certificate of Authorization #8064 4.2 Evaluation Method: Florida Product Approval Rule 611320-3.005 (2) (b) 4.3 Evaluation Classification: Category: Roofing Sub Category: Roofing Accessories that are an Integral part of the Roofing System 4.4 Properties Evaluated Structural (Wind Resistance) Properties 4.5 Limits of Evaluation: This product assembly evaluation is limited to compliance with section 4.1 to section 4.4 of this report. 5.0 Evaluated Uses: FLAMCO "Off -Ridge Vent" is used as a roof ventilator. 6.0 Product Assembly Description: 6.1 General: The FLAMCO "Off -Ridge Vents' are low profile, off -ridge roof vent for pitched roofs fabricated from 26 gauge, G-90 primed, galvanized steel with a galvanized steel mesh covering mechanically attached to Plywood Deck. 7.0 General Assembly as Evaluated: Refer to section 15.0 of this report for product assembly components/materials & standards. 8.0 Support System: Design of support system is outside the scope of this evaluation.) 8.1 Type: Wood Deck 8.2 Description: 15/32" (min.) or greater plywood, or Wood plank deck (based on minimum density/specific gravity of 0.42) 9.0 Slope: Minimum slope shall be 2:12. (and in compliance with FBC Chapter 15 based on the type of roof covering, applicable code sections and in accordance with manufacturer's recommendations.) FL #: FL 21580.1 R1 Date:: 9118/17 CBUCKEnlgineerInQ Reptant No.: 17-185-ORV-ER Page 3 of 5 Specialty Structural Engineering CBUCK, Inc. Certificate of Authorization #8064 10.0 Performance: 10.1 Wind Resistance: Table A Allowable Loads Design Uplift Pressure 1 -46 PSF Notes: 1. Allowable design pressure(s) for allowable stress design (ASD) with a margin of safety of 2 to 1. 11.0113erformance Standard: The following test protocols were performed to demonstrate compliance with the intent of the code: 11.1 ASTM E330-02 — Standard Test Method for Structural Performance of Exterior Windows, Curtain Walls, and Doors and by Uniform Static Air Pressure Difference 12.0Code Compliance: 12.1 The product assembly described herein has demonstrated compliance with the Florida Building Code 6th Edition (2017) Section 1708.2. 13.0Limitations and Conditions of Use: 13.1 Design of support system is outside the scope of this report. Support shall be structural framing members complying with the code and shall be designed by others. 13.2.Scope of "Limitations and Conditions of Use" for this evaluation: This evaluation report for "State Approval" contains technical documentation, specifications and installation method(s) which include "Limitations and Conditions of Use" throughout the report in accordance with Rule 61G20-3.005. Per Rule 61G20-3.004, the Florida Building Commission is the authority to approve products under "State Approval". 13.3 Option for application outside "Limitations and Conditions of Use" Rule 611320-3.005(1)(e) allows engineering analysis for "project specific approval by the local authorities having jurisdiction in accordance with the alternate methods and materials authorized in the Code". Any modification of the product as evaluated in this report and approved by the Florida Building Commission is outside the scope of this evaluation and will be the responsibility of others. 13.4 This report is a building code product evaluation per FLPE rule (FAC) 61G15-36 to comply with Florida product approval rule (FAC) 61G20-3. This evaluation report is part of the Florida Building Commission approval for the listed code related criteria. This report by James Buckner, P.E. and CBUCK Engineering is not a design certification of code compliance construction submittal documentation, per FBC section 107, for any individual structure, site specific or permit design. 13.5 Structural loads shall comply with the design provisions of the FBC 6th Edition (2017), Chapter 16, Section 1609, 13.6 All metal components and fasteners shall be corrosion resistant in accordance with FBC, including but limited to Sections 1504.3.2, 1506.E and 1507.4.4. 13.7 Refer to applicable building code section for ventilation requirements. 13.8 Fire Classification is outside the scope of Rule 61G20-3, and is therefore not included in this evaluation. 13.9 This report does not evaluate the use of this product assembly'as described in this report for use in the High Velocity Hurricane Zone code section. (Dade & Broward Counties) 14.0 Quality Assurance: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code and Rule 61G20-3.005 (3) for manufacturing under a quality assurance program audited by an approved quality assurance entity through Keystone Certifications, Inc., (FBC Organization #QUA ID:1824). 15.0 System/Components 15.1 "Off Ridge Vent" 15.1.1 Material: Steel 15.1.2 Thickness: 26 gauge (min.) 15.1.3 Yield Strength: 40 ksi min. 15.1.4 Corrosion Resistance: In compliance with FBC Section 1507.4.3: ASTM A792 coated, or ASTM A653 G90 galvanized steel 15.1.5 Overall Product Dimensions (± Y" nominal): 15.1.5.1 Length(s): 2', 4', 6' and 8' (max.) 15.1.5.2 Width: 23-1/2" (max.) 15.1.5.3 Height: 4-1/2" and 8-1/2" (max.) 15.2 Fastener: 15.2.1 Base Fastener: Attaches Roof Vent to Deck 15.2.1.1 Type: Smooth or Ring Shank Roofing Nails 15.2.1.2 Size: 11 gauge x 2" (Long) 15.2.1.3 Corrosion Resistance: Per FBC Section 1506.5 15.2.1.4 Standard: Per ASTM F 1667 15.3 Roof Adhesive: 15.3.1 Type: Standard Heavy bodied Flashing Cement 15.3.2 Description: Asbestos -free asphalt based roof cement 15.3.3 Application Size: 1/4" thick (min.) 15.3.4 Standard: Per ASTM D 4586 Type 16.0 Installation Method: Refer to installation method at the end of this evaluation report.) Prepare deck opening by trimming any shingles or tiles & existing nails that may interfere with ridge vent installation. Apply roof cement to the underside, back and side flanges of the ridge vent. Cement should be a 1/4" thick and extend 2" onto roof underlayment. (Install cement in compliance with manufacturer's installation guidelines.) Position vent base flange beneath loosened shingles and align with deck opening. Attach the unit side flanges to deck with fasteners per Section 15.2.1 spaced 4" o.c. and 1" from each end. Apply Roofing Cement to exposed fastener heads. Minimum fastener penetration thru bottom of support, 3/16 The FLAMCO "Off -Ridge Vent" shall be installed in compliance with the installation method listed in this report and applicable code sections of FBC 6th Edition (2017). The installation method described herein is in accordance with the scope of this evaluation report. Refer to manufacturer's installation instructions as a supplemental guide for attachment. 17.OEvaluation Reference Data: 17.1 ASTM E330-02 Uniform Static Air Pressure Difference Test By Fenestration Testing Laboratory, Inc. (FTL) (FBC Organization #TST ID: 1657) Project #16-6647, Lab #9124, Dated:11/09/16 17.2 Quality Assurance By Keystone Certifications, Inc. (FBC Organization #: QUA 1824) Licensee #440 17.3 Engineering Analysis By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) 17.4 Certification of Independence By James L. Buckner, P.E. @ CBUCK Engineering FBC Organization # ANE 1916) FL #: FL 21580.1 R1 Date: 9/18/17 CBUCK Engineering Report No.: 17-185-ORV-ER Page 5 of 5 Speclalttj Structural Englneertnq CBUCK, Inc. Certificate of Authorization #8064 Installation Method FLAMCO Off -Ridge Vent" hoof Vent Off -Ridge Vent" for Tile Roofs) Isometric View Off -Ridge Vent" for Shingle Roofs) Isometric View 1" from Edge 4" o.a Typical, Niwdmum Fastener is 11 Gauge Galvanized Fbg Shank Roofing Nail flange Top Plan View Typical Fastening Pattem) Not to Scale) 1211312010 Florida Building Code Online Search I q jj BCIS Home ?Log In i User Registration g not wpics ouw1uu our "'1.91 1— r. product Approval y USER: Public User udApi.oal Menu > Product or Aq;LiS'tir n r':a I > ppi&z' > Application Detail FL # FL158-R1i Application Type Revision Code Version 2017 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email CAST- CRETE USA, Inc. PO Box 24567 Tampa, FL 33623 813) 621-4641 Ext 128 eparrino@castcrete. com Craig Parrino cparrin o @castcrete.com Craig Parrino PO Box 24567 Tampa, FL 33623 c parri no@castcrete.com Quality Assurance Representative Craig Parrino Address/ Phone/Email PO Box 24567 https: llfloridabuilding.orglpdpr_app_dtl.aspx?param=wGEVXQwtDqueg1 %2bT71 %2fF 192gnRzHNuIc2Gpr5oT%2bw01°h3d 113 1211312018 Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online Tampa, FL 33623 cparrino@castcrete.com Structural Components Products Introduced as a Result of New Technology Certification Mark or Listing Miami -Dade BCCO - CER Miami -Dade BCCO - VAL Standard Year ACI 318 2014 TMS 402 2016 Method 1 Option A 08/10/2018 09/06/2018 09/11/2018 158.1 High Strength Concrete Lintels 4, 6, 8, and 12 inch wide lintels helps:!/floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDqueg1 %2bT71 %2W 192gnRzHNulc2Gpr5oT%2bwOl%3d 213 12/13/2018 Florida Building Code Online Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: Superimposed loads shall not exceed allowable safe load Certification Agency Certificate FL15B R11 C CAC NOA 17-0821.19.pdf FL158 R11 C CAC NOA 18-0424 04 pdF Quality Assurance Contract Eltpiration Date 05/21/2022 Installation Instructions FL158 R11 I1 NOA 17-0821A9.Ddf FI 1 S8 R11 II NOA 18-0424.04.12dF Verified By: Miami -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, Copyftght 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455,275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F,S., please dick here Product Approval Accepts: CKNORMERE htips:llfloNdabuilding.org/prlpr app_Ol.aspx?param=wGEVXQwtDquegl%2bT71%2WI92gnRzHNuic2Gpr5oT%2bw0l%3d 313 MIAW:M) MIAMI-DADE COUNFY PRODUCT CONTROL SWTION DEPARTMENT OF REWULATORY AND ECONOMIC RF-SOURCES (RFR) I 1805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION Minn, Rod& 33175-2474 T(786)315-27M F(786)315-2599 NOTICE OF ACCEPTANCE (1 www.nilanildade.gov/etotiomy Cast -Crete USA, Inc. P.O. Box 24567 Tatupa, 11orida 33623 SCOPE' This NOA is being issued under the applicable rules and regulatior.1s governing the use of construction materials. ne documentation submitted has been reviewed and accepted by Miami -Dade County RER7 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 fads 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 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 1.9,2014, bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and the expiration date by the Miami -Dade Cotmty Product Control Section. FISSILE IMPACT RATING; Large and Small Missile Impact Resistant LABELING: Each lintel shall bear a permanent label with the manufacturers name or logo and the Miarni-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 TERNINA!r[ON 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, Al VMTISEAUNT- 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 enth-ety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA # 17-0227,15 and consists of this page 1, evidence submitted pages.E-1, E-2, E-3, E-4, E-5 & E-6 as well as approval document mentioned above. The, submitted documentation was reviewed by Relmy A. Malmr, P.E., M.S. NOA Na 17-0821.19M114012MeffiffloffiencoP160-NOWN-11% Expiration Date: OV22022101mm" Approval Date, 09/28/2017 Z 0/to 17 Page I Cast -Crete USA,_ Inc. NOTICE OF ACCEPTANCE: EVIDENCE SURMI ED I. EVIDENCE SUBMITTED UNDER PRE VIOVS.APPROVAL #96-0613.01 A. DRAWINGS L DrawingNo. FD8, titled "Cast -Crete 8" LintelFabric ation Details", prepared by Craig Parrina, RE, dated 06,107196, revision 41 dated 11108196, sheet I of 1, and Drawing No. L7'8, titled "Cast -Crete 8" Lintel Safe, Load.Tables 1. prepared by Craig Parrino, RE., dated 06107197, revision #4 dated 04128198, sheet .1 of .I, both drenvings signed and sealed by Craig Pwrino, P. E B. TESTS 1. Test report onflexural testing on Precast and Pre -stressed Concrete Lintels Filled Models, total of (16) concrete lintel specimens, per ASTME-529-94, prepared by Applied Research Laboratories, Report No. 29702B, datedO7130197, signed and sealed by Christopher A. ,Velar on, P.E. C. CALCULATIONS 1. CalculationsJbi- Cast -Crete 8-inch Lintels, dated 06106196, 349 pages, prepared by Craig Parrino, P.E., signed and sealed by Craig Parrino, P.E. Z Calculationsfor Cast -Crete 8-inch Lintels, dated 11/11196, 45 pages, prepared by Craig Parrina, P. E., signed and sealed by Craig Parrino, P.E. D. MATERIAL CERTIFICATIONS 1. Mill Certified Inspection Report Silo #4 dated April 1996for cement by Southdown Brooksville Cement Laboratory.. z Mill Certified Inspection Report 420-82 75 dated 06120195fior pro -stressing strand by 777e Crispin Company. 3. Mill Certified Inspection Report 920-8345 dated 11113195for pre -stressing strand by The Crispin Company 4. Mill Certified Inspection Report 92111-078240 dated04125196far #3 rebar by Ameristeel. S. 1fill Certified Inspection Report #84-M19614 dated 02129196for 45 rebar by Birmingham Steel Corp. 6. Mill Certified Inspection Report if.58-A66332 dated 01128196for 94 rehear by Birmingham Steel Corp, 7. Mitl Certified ln&pectlon Report #84-A420749 dated 04105196for #5 rehear by Birmingham Steel' Corp 8. Mill Certified Inspection Report #84-MI9805 dated 03106196for #4 rebar by Birmingham Steel Corp 9, Mill Certified Inspection Report #84-H21208 dated 04121196for #4 rebar by Birmingham Steel Corp. 10. Mill Certified Inspection Report 0,844120652 dated04103196for 45 rebar by Birmingham Steel Corp, nay q A.. Makar, PS, M.S. Product Control Section Supervisor NOA No. 11-0821.19 Expiration Date: 05/21/2OU Approval Date: 09/28/2017 B-1 Cast -Crete USA Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMIT TED 11. Mill Certifled.Inspection Report #84-M20749 dated 04105196for #5 reran by Birmingham Steel Corp. 12. Quality Control Manualfor Cast -Crete machine madePrecast Lintels dated 05114196 13. Quality Control Manualfor Pre -stressed Products dated 0312019.5, 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #01-0209.03 A. DRAWINGS 1. None. B. TESTS 1. None. C. CALCU14ATIONS L None, D. MATERIAL CERTIF41CATIONS 1. None. 3. EVIDENCE SUBMITTEDUINDER PREVIOUS APPROVAL # 03-0605.05 A. DRAWINGS; 1, Drawing No. FIM, titled "Cast -Crete 81 Lintel Fabrication Details ". sheet I of 1, prepared by Craig Parrino, P. E., dated June 7, 1996, revision #2 dated Janttary 28, 2003, and Drawing Afo, LT8, titled "Cast -Crete 8 11 Lintel Safe Load Tables 11, sheeis I & 2 of 2, prepared by Craig Parrino, P-EK, dated June 7, 1996, revision 4,15dated March 24, 2003, all drawings are signed and sealed by Craig Parrino, P. K B. T E ST S 1. Test report on flexural testing on Precast Concrete Lintels Filled Models, total of 12) concrete lintel specimens, per A.TTM E-529-94, prepared by Applied Research J, aboratorjes,keport No. 30404B, dated 04123103, signed and sealed by Christopher A. Houton, P.E. C. CALCULATIONS: L 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. MXTERLAI CERTIFICATION: L Quality System manual farCast-C'reteMachine Made Precast Lintels revised on May 01, 2602. z Cast -Crete QualitySystem.Manualfar Pre -stressed Froducts dated 2002. ge my 4,A. a M ar, P.E., . 9. Prod act Control Section Supervisor NOA No. 17-0821-1 Expiration Date: 0541=2 Approval Date: 0912812017 9- 2 Cast -Crete USA, Inc. NOTICE OF ACCEPTANCE-. KVIDE NCE SUBMITTED 4. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #06-0222,01 A. DRAWINGS 1. DrawingNo, FD8, titled "Cast -Crete 8" Lintel filabrication Details", sheets I thi-ough 3 of 3, prepared by Craig Parrino, P. E., dated Ane 7, 1996, last revision dated February 17, 2006, signed and sealed by Craig Parrino, PX B. TESTS L Nom C. CALCULATIONS 1. None. D. QUALITY ASSURANCE ce. 1, By Miami-DaBldg Code Compliance Qjfi E. mATER1A1, Cf,RTde uiin IFICA: rION 1. None. F, OTHER 1. Laterfrom Cast -Crete Corporation, dated 0212012006, signed by Craig Parrino, PX 5. 1 EVIDENCE SUBMITTEi D UNDER PREVIOUS APPROVAL # 1.1,0121.04 A. DRAWINGS 1. None. B. TESTS 1, None. C. CALCUIATIONS 1, None. D. QUALITY ASSURANCE 1, By miami-Dade Building and Neighborhood Compliance.Department AIC). E. MATERIAL CERTIFICATION 1, None. F. OTHER 1. Letterfrom Cast -Crete Corporation, dated January 18, 2011, signed by Craig Parrino, P.E". 1 certifying compliance with the Florida Building Code, 2007Edition. elmy A. Makar, P.E., M.S. Product Control Section Supervisor NOA No. 17-0821-19 Expiration Bate. 0512MO22 Approval Date. 09/28/2017 E-3 Cast -,Crete USA, Ing. NOTICE OF ACCEPTANCE: ... ,EVIDENCE SUBMITTED 6. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #12,0209-0 A. DRAWINGS 1. Drawing IV& FD8, titled "Cost -Crete 8" Lintel Fabrication Details", sheets I through 3 of 3, prepared by Craig Parrino, P. K., dated June 7, 19 96, laTt revision dated February 17, 2006, signed and sealed by Craig Parrino, P.E., on March 22, 2012, TESTS 1. None. C. CALCULATIONS 1. None. QUALITY ASSURANCE 1. By .Miami -Dade County Department of Permitting, 1,"nvirOnment, and Regulatory Affairs. E. MATERIAL CERTIFICATION 1. Nbne. OTHEM 1, Lefterfrom Cast -Crete Corporation, dated 0210.312012, signed and seated by Craig Parrino, P.E., certifying compliance with the Florida Building Code, 2010.Edition. 7. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 014-0903.02 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 seated by Craig Parrino, P. E., an August 19, 2014. B. TESTS L 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, seated by Craig Parrino, P.E. D. QUALITY ASSURANCE 1. By Sarni -.Dade County Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICAXION 1. None. F. OTHER 1. .better front Cast -Crete USA, Inc., dated August 19, 2014, signed and sealed by Craig Parrino, P. K, certifying compliance with the Flarida Building Code, 2014 Edition. J-- — e nv karXM.S. Product Control Section Supervisor NOA No. 17-0821-19 Expirution Date. 05121/2022 ApprovatDate, 09/28/2017 E-4 Cast -Crete USA. Inc. NOTICE OF ACCEFFANCE: EVIDFNCE SUBIMTTTED 8. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL 016-0126.03 A. DRAWINGS 1. None, B. TESTS 1. None. C. CALCULATIONS 1. None. D. QXJAUTY ASSURANCE 1, By Miami -Dade County Department of Regulatory and Economic Resources (Px"R). E. MATERIAL CEWrIFICATION 1. None. F. O`fHER 1. Tetterftom Cast-(.'rete USA, Inc., dated January 13, 2016, signed and seated by Craig Parrino, P.R., certifying compliance with the Florida Building Code, 2014 Edition, 9. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #17-0227.15 A. DRAWINGS 1. None. B. TESTS 1, Verification Test report onflavural testing on Precast Concrete Lintets Filled Models, total of (8) concrete lintel specimens, per ASTME-529-94, prepared by FTL, Report No. 16- 0425. 08, dated 01126117, signed and sealed by [dalmis Ortega, P. K CALCULATIONS 1, None. D. QUALITY ASSURANCE 1. By Mitimi-Dade County Department of Regulatoryand Economic Resources E. MATERIAL CERTIFICATION 1. None. Helmy A. Makai,'P.E.' M.S. Product Control Section Supervisor NOA No. 17-0821-19 Expiration Date. 05/2V2022 Approval Date: 09/28/2017 Cast -Crete USA, Inc NOTICE OF ACCEPTANCE., E FN CE SUBMITTED 10. NEW EVIDFNCESTJBMffTED A. DRAWINGS 1. None, TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By.Miami-Dade County Department of Regulatory andEconomic Resources (RER). E. mATERjAL CERTIFICATION 1, None.. F. OTHER 1, .[, etterftom Cast -Crete USA, Inc., dated Augzwt 08, 2017, signed and sealed by Craig Parrino, PX, certifying compliance with the Florida Building Code, 2017 Edition. Imp i ak 4;W- P1. E., M.S.. i' roduci Control Section Supervisor NOA No. 17-0821.19 Expiration Date: 0SM/2022 Approval Date: M=017 HIGH STRENGTH PRECAST AND PRESTR SSED CONCRETE LINTELS a.W a[bc.WaW 4^3d::x, y fp s.•d;=N s5yt.'Lt.LsL AxaPfvs<E`9flt.:-DJ'e drW 4oz AxaoC/2,3. yp - ti) l XlEsi T v//!,,y{(y,; dIW"iRiM-a Buiid'md Cade J L6 71tiAft ligSIRUFSW, I 32, STIRRIen all Q3Eli. L'TALUwc F.NI 7. 15 mi' 4' xnmrW WL and w:u uW[, E Mxiw" wuuW pBF 43T}IRTEL.Ak14FG.HG_fd.Ti£.ihAdKi A v - wrnzciHn C(Rk1tCP1`l. Y xn l+ri so au"s wrxa Ewze+ rTh• axxdx, q;' 4cr,y:1;NTCL A' F.EL:ST3..1L-Uh;FS x•_ d, 44o3e i2W Maw 3.4^ 3N eu_t i•-4 A. 4.. TtZ6dIX 7-1 ) z i[[s'-d u a e 6 H -0.:4t 13 , .. SeX$ - XT-' k.^ iii" 3nT[i '' Ai O.Cd 336. Ai S fF@.. ,3M b Rf4LAto'-5' 3 AEWAW •_ • 8-V :...§_. 4. Pxf9.. 7,ry'3"' AE&A Ttr REdaN tt'-C 3-0 U r3- u otw 'va Sp. - ETS _'iti4K4 i a 3-a a 1 _ G.lA2„A4p kfNANiI -ix NLe_AA „ "n 0 e.. 8 lWN 3••ti R[I.YE 1FF 9 -'a B.. TNI3 ).— lttAPr Mf'OAMAT(CM A PNOWp[[ /CR YW0W45r NMENLL. R IC WAC1EceEd Yf COF:YICNE fAtlW Aft CN.tIWr - YP nNRd MkD tR , on m P[tCR YAR[A mu. W WFCPlCE[ Uik iAC, A 4Q P[ RSYI[eM tWi¢W fz . iMW En Ini Ftt 4 zd rWiA) WE MtN[CWRUY RWiM P4 WxfWxsrnAp3udr[EW. w;a as mxnm[ WN' CL uuW a EA11 L : WAW. MESRESf EOW3l > 6:)0 x {M: c!' M3iAR9[O tM[[ d[mnwdry 4 Yt91MIN0 @IflfU? iu!rWstEd N 4[ZST URkri NIO WaAO.tlA -A— CRAM rnncacrervwm A< t0d0iwld+-a a3,aT. Y gm11[ a 2.o[d M Ci5'IB r9ly A. ....... fiEFFNER, Fl5B35B4, ' Fi- UX0.t04475B. anu CAST—CRETE 8" LINTEL FABRICATION DETAILS SAFE GRAVITY LOADS FOR 8" PRECAST & PRE STRESS PA U-LlyiEi3 SAPELATERALCd4DSllaN '}+RROABT B PRRSTSE8860 U-4NT6tSGAPELOAD SAFE UPLIFT LOADS FOR 8" PRECAST @PI7ESTRESBED U.LINT ELS CRa'a SAFE LOAD POUND LINEAR FOO7 I wav-a01<a SAFE LOAD- POUNDS PER LINEAR FOOT Y90{9 Bf3a-aiBf32-f9 93C Sal?4_,. A]i _ Ip]I Ilese191 wrr•itara' TYPE LENOTN "'^'•-- t3UB PLP 8F8 R,uu N^_``' iYP LE...... .. _...- E 3'-4` (42 {i6CJST 4'-0` (?8°f DfSCASr e7e-a tiU_ eLl>••21 f0$ a itK_ TStVuW miaatr 4m4k99K Hn4-u Slat Olq WT9 _ am•r, ai 6131a]is ...filli asi-2r ROI EENG-fH TYPE gOg t43_ 42, 9REOPST d31 NH-00 PFi1-OA 6TO-Si H4-M Oil?-IH t3'16-1b Jae9 ]113 41a jqf! 46rE a113 tl'!P•00 HFL0.1eaar StJ M!i-O6 NN-IR Pf21F18 ILMa YJ{... PRECAST 1025 1024 t59II 4'-4" (48'y RtfaST 765 783 13C9 4'.-O' 18 PREGtST 1866 S4 af aST 1C>99 S}I 270} 3Ca p9a 9LLei yJb 1Jp Tom els uio 3m a79 - A9T +a3 au nR en. .,,..,,._. ro]K ItaO 4'-6° (S1T IN7[aST 12DT 20/a 4707 ' J3t3 1011-{ili 61Ji uz4'--8' .(541 PREGST t_.__......_.._. 592 521 1073IAH2110197' TIa_, SfR4 6HOa C21 21M .._4335.,. H73 7517 HOR IC943pa_ 07' mr9 Jier I1a79i1!9..., t4197ifN V-4. PREYAST 411 AiJ 74G Fi 4• N2ECAa? 5'-10°(7aM laa 7+a Yaps 3m/ J74! 5'-{• (84"f Pf.£rXST i217 4Y.9 143H 1898Ief3TOW5J65 75t J11.1 _, 73/7 1J1f WII t7U7 rL7G M39 3Ti9 i al 15427W Sltf JtpiicD 2619mli z51a a_ Gma3J5St 6_i8'(r'0^ PRE= I052. ita3 1f73 ia{40t---t--..._... f6ri 4360 L-.... i E541 1 71p 5'...IB' 787 PREGAS( 340 JJB 618.. NECASi ("97e It_.._. 6" (7$1 ° e,>r. B]S 1Ga7i40 4aTI f t IHpiBN 2595 4J9] tJ24. 437.9I013 S1M t9'i-,-.R.t fTAO . 2i 76N Tf51 ffi7 talizisr 808 143Y7TIA PR7 90 SmI1707 12A 1177 Ka0 f36) ago 43a I 99r -. 187 Ja61 a73Jt43 31# di O',- 8• (•) IKtEtAST 507 721 490 T'- 6" 90 YRiS:lST ...743 tali !rn 1822 tms i09H itlti 57 ldet.. ssoe 50H1 7._ 8 (Wy PRET:19i 9'_ 4• (112} f'RF:44ST - 26y PREaSS 4R. 424 326. 284 534 512 40t qW 324 383 dSq 100 137 I1_1. 110 7'- 6' (907 FRfaSf _ 71i 7nfzu im w4J 1?4e L159'i' (i12') P'!tEf:AST fib it' N7? 9- 4" (1 i27 PWEVr 554 too rlw 5C5 15N AeH C71i3iHS]_ 3366 Jd y........._ eiC t3{i 203] _ f7R t8'- 6'•'x5')P(ffGST 470 t. RECAST 362 PRiS337 PPRAsT 296 Sa!a 3L^i - pt e61 11fe 1HU teA qet 17414Ya+ : 7] 9J03f..- Rd5 1113i„o_L'. iEM 1C-8" t f'ittCASf 5'1PR_.- dTass IIO Nrz 4..-(_1 iY-O'( 1441 P2S w2i6_tl+N3a2lei3- 4"( I80) U'Jf fllpa7l,I_41s6Ef5- 4 - fept . aIit19E293 1100 4-0'(ifH7 FtiAT .._ IkUJ/2sn1s. tJ_ 19e9l96.r1t 5" SSSb 81f1- A(67 PR5RESO.__............-.._........._._ 1k ]Il 14a 6T7 7a 817 IOK k4 x9 Re ee .!?!._. !ei -ei 15-4''(IR4y PRFSiIRSSfB , Y.R. 259 63 15.4(tp4'Pi3S1R£SSEO .............___ .... _.. 15'-4'( I81!"RESTNESSEQ NR. aa-. .....tm ias9 IAJ Tau am 1]IJ 288q PR25TRESSED HR HH M nN- _ Me,_, IS Itx_ .._! 17--4'(2 iMiF.SIRF3SEO jN.tt 194 64 17-4'(x I PRS1RETaSC lei xa ap3 :._it0 ....t Ln n 1 ffiG! 51H 950 1]SA SBA 1}N 9M7 .............._.._._._.. ........ .__......_...._.....__ 19'-i' 232•j PP.Est1ff.SNA H,R, ........_.... 79--4-(232j PRESIRf35EU N.R. 140 52 i9'-4'(232)PRLSTRESSEQ 133 I 1Y0 JW 10.V 11atUla 1T.6 ,-__... ..._- ___...__-_...-....__ _...... 2 N. R. 125 42 21'--4+(25H7 MSRR'SSEO N.R. 1'-1'(45C PItFS(RfLEO i2 It! n1 I s73 s» tit 9p Iola 8. 4_ 0 Al Ip 31a39H &3 Iild IPA iW ._..._.i—i H6a Wt e _'D I4.R.111 22--0`(26fSUSQ LR 22-8(2641 PR-NIb ?A§., _379 4o8Ht6 5s16H.7 we3al 24'-O'( 286')t41E5TN6'". iD U. 24'- 0'{288')PRESf'OSAO N.R, gi 33 2b'_8'(288i P!ffiSiRE55E0 ....tit__. ...mi ]is 40 ....aa n .'emu_ im ai al :age Iv _.....___. _ E SF£ 6FNEP.LL N' CIE ,'W. HEsT 3OF 3. () P rn4C."+5 ANE PLN(SNT NBLIDOS3 ION M 40 18 ON 51 NtU,t5f.RS A P0.RUIP,1E86 ARE KFM4$ t7FDt1C1'10115 rOR OW.UE 40 +`'+ T, ell: . WIF NO, 4 ON SHEET 3 OF 3. RF.LB AM O? 9T. SSE QENM NWF. NO. 4 ON S7£LT 3 OF 3. Priwl;c-zsca! w7:0 .-m*' whm . U;' DEN reooua7vsvl 11;ot>t;rrlr;+ntrd;: „n„aati4>o.Yaaa u9 `'"^'a++an!ae7*gia4 + p10 n!,uai r. 9: sAaata}c lw,b( 0227•lS Aagfr+a Na,( _a .o o !', -''aalmaateb Y v s)mt zQ S vwa 2o2i tam %7 .• TE P .a. sA I'" 14t. c ob t ORKIPAM"n i' Y it .X ..' k 6HEfL FL 9 tdldfit97aU+!'dTd" " . uiaitl C1SR1.•'+,q SEPFttEft fL 3 581 BEE GENERAL NatfS -SHEET 3 OF S an a S,S"' T 4 F4. P.E. LIC. NOA/76i n f Pu`s" . "•, anesn/ a CAST—CRETE 8" 1INTEL FABRICATION CETAILS ru ux: a7atrrK auee m wi9 r34raa, r.r. - ua a+ uur 1m& as r9 uxs SAPP GFW41TY LOADS FORSw?R£CAST W12" RECESS DOOR Ud1NTELS f"_—_.__.. ... sas,(1.aaTg RAFE LDAD -POUNDS PER LINFARF•OOT 4'--4" (5Tj PRF.CAS 1635 jb0i mw. 6Y06 66M- 6060 ISY3 4`-6` (541 PFWST 1494 4T64 3056_..19g7_ d6YY_ SYY6 1ry46 57A6 639 6C60_a- 5 V (061 PRECAST 866 0 167 17)0 2481 IT46 4!67 sY11 636Y 3J39 :' 606 5'•-10`(7O'j PRECAST 810 1113 18Y7 1600im 2114 76W 0'-6" (&:"} PREGST 797 got it25 aiza... s04a3r76 Tns T946 R47 ' FN" Na90") PRMT 069 .._ y... ..aiso.....7+ 246Y .. 9•-8' (1197 PRECAST 411 465 53fi 969 949 iES6 166E,,,, 4Y63 Y)5]-- 7t9.,. 3+iY j NC NUA0Ef6 #1 PMLNT4C"Ll W. PE.'nkNT f ..Wler,(S FOR WDE AO41EL0ATAET) EEUIIL SEE GBEI . 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