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HomeMy WebLinkAbout119 Aldean Dr - BR18-004755 - REROOFAt a- V) \,(-, - -, , k V- CITY OF T_% PERMIT APPLICATIONkl\T'F°"1 BUILDING DIVISION VU Application No: Documented Construction Value: $ Job Address: Historic District: Yes Parcel ID: Residential _S:[ CommercialE] Type of Work: NewEl AdditionEl Alteration [I Repair [I DemoEl Change of UseE] MoveEl Description of Work: re _ 0YC Plan Review Contact Person: Title: Phone: Fax. Email: Property Owner Information D_ 'S Name 0 " r r- IPhone: Street: q'-4 I deo r) 4)(-' Resident of property?: City, State Zip: 64n-k A E71- 3XT_?L Contractor Information Name W1 L)&( LL 'I- ("-- f Phone: Street: L30ff rel-lakweed Cf City, State Zip: take mam r-b aoc/v 1J Fax: State License No.: t'61J Id V Architect/Engineer Information Name: 'j7ca) -k Phone: 7, q - Street: c YL, r1l, Fax: City, St, Zip: R. E-mail: - tl) (a) bea) -1" l r 6 OL) 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 NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured offthe executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Se ure of m er/Agent Date P0gp-l-5 Print Qwnef/Agent's Name Xd - f-- Signature of Notary -State of Florida ate DORENE 1 PEWKIGON MY COMMISSION f FF 221832 EXPIRES; June 24, 2019 Owner/Ag2014 Ii 9 C§4gtn to Me or Produced ID Type of ID N)L- Signature of Contractor/Agent Date Print Contractor/Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Occupancy Use: Total Sq Ft of Bldg: Min. Occupancy Load: Flood Zone: of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: ENGINEERING: COMMENTS: UTILITIES: FIRE: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: BECHTOL ENGINEERING AND TESTING, Inc. To: City of Sanford Building Division 300 North Park Avenue Sanford, Florida 32771 Re: ROOF SHEATHING INSPECTION 119 Aldean Drive, Sanford, Florida PARCEL NO. 34-19-30-518-OCOO-0100 FLORIDA LICENSED ENGINEER AFFIDAVIT Before me, the undersigned authority, personally appeared Thomas Bechtol, P.E., License Number 38538, who being first duly sworn, deposes and says: I did personally, on December 14, 2018, inspect and examine the roof sheathing on the roof at the above referenced property. Inspections revealed that the existing sheathing consisted of CDX plywood. Sheets were fastened with additional new fastening to the existing 24-inch- on-center trusses with RSRS-01 nails at maximum spacing of 6 inches along edges and along intermediate trusses. Based on those elements visible at the time of inspection, it is the opinion of the undersigned engineer that the sheathing is of adequate construction, and meets the requirements of Section R8O3 of the Florida Building Code Sixth Edition (2017) Residential, and the wind load requirements of Section 1609 of the Florida Building Code Sixth Edition (2017) Building, and Chapter 30 of ASCE 7. 8538 Further affiant saith not. I. -- Afflant - Sig 110 STATE OF FLORIDA, COUNTY OF VOLUSIA 11 l 1 Sworn to and subscribed before me this day of - r 2018, by Thomas Bechtol MARY KAY BRADLEY MY COMMISSION # GG 001590 VA EXPIRES: July 29, 2020 of p. Banded Thru Notary Public Underwriters X Personally Known Produced Identification: Notafy Publr , StAte of Florida Commission No.: CONSULTING GEOTECHNICAL, ENVIRONMENTAL, AND MATERIALS TESTING ENGINEERS 605 west New York Avenue, Suite A - DeLand, FL 32720-5243 - Telephone (386) 734-8444 FAX (386) 734-8541 Print Screen Page 2 of 2 Flood Zone: REQUIRED SUBMITTAL DOCUMENTS Building Plans: [Sated File Owner Authorization: FSI,,t File L;J FOR OFFICE USE ONLY Base permit fees on: F aluat,.n--1-- Apply plan check fees: Standard on contract Apply impact fees: Notice of Commencement Required: ii Permit Fees FQ-u.nt,ty [Fee IrDe.cnpt,.n F-FAmount Total Application Fee 25.00 Base Permit Fee 40.00 Permit Fee 0,35 DBPR Surcharge Fee 0.98 DCA State Surcharge Fee 0.65 Minimum Permit Fee for DCA State SurchE 1.35 Minimum Permit Fee for DBPR State Surct 1.02 Plan Check Fees: 25.00 Other Fees: 44.35 Total Fees: 69.35 Payments jDate IType [Reference [tote i- ReceivedReceipt # "e,d Amount Amount Paid: 0.00 Balance Due: 69.35 https://www.citizenserve.cot-n/Admin/PrintScreen_Page.jsp 12/17/2018 Print Screen f Page 1 of 2 tiawnserve start new search 03BTR18-030799 CANCO GENERAL CONTRACTORS TORS - 99- 000421 BR99-000421 CANCO GENERAL CONTRACTOR 98- 010771 BTR99-010771 CANCO GENERAL CONTRACTOR 98- 002792 098-002792 CANCO GENERAL CONTRACTOR Home My Activities Create Search Reports !1 Support Center Logoff Ift Permit Project V r A 0 e EDIT File ADD: Activity Address Alert Contact Document Email Inspection Letter Note Payment Permit Route File #: 18-001221 ••• 119 aldean roof roof Permits Reviews Inspections Activities Documents Contacts History Gd Edit Permit: BR18-004755 Permit #: BR18-004755 Permit Type: Residential Building Permit Sub Type: I Roof Work Description: koof Applicant: IHARRIS JOY I V1 "' Status: Approved Application Date: 12/17/ 0018 Total Amount: $ 69.35 Approval Date: 12/17/2018 Amount Paid: $ 0.00 Issue Date: Balance Due: $ 69.35 Expiration Date: Valuation: 50.00 Close Date: Non - Billable: Last Inspection: a PROJECT INFORMATION Upload To Bluebeam Type of Work: v Is the property located in a historic district?: v Is this an ownertbuilder project?: Will you have a driveway and/or sidewalk?: v A CONTACT INFORMATION Property Owner: HARRIS JOY I v ••• Does the property owner reside at the property?: v IPlan Review Contact Person: HARRIS JOY I v •'• Contractor: Architect/ Engineer: v ••• BUILDING INFORMATION Square Feet: of Stories: Construction Value: Construction Type: Occupancy: https:// www.citizenserve.comJAdmin/PrintScreen_Page.jsp 12/17/2018 voR u T. FLORIDA Building Division Residential Permit Card PERMIT NO. BR18-004746 ISSUE DATE: CONTRACTOR: PERMIT TYPE: Roof JOB ADDRESS: 606 PARK AVE WORK DESCRIPTION: ROOF - RESIDENTIAL Post this permit in a conspicuous location outside Leave all work uncovered until inspected and approved Approved plans must be posted with permit for inspection Permit expires 6 months from date of issue or last approved inspection PROTECT FROM WEATHER 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. NOTICE: IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE ADDITIONAL RESTRICTIONS APPLICABLE TO THIS PROPERTY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY, AND THERE MAY BE ADDITIONAL PERMITS REQUIRED FROM OTHER GOVERNMENTAL ENTITIES SUCH AS WATER MANAGEMENT DISTRICTS, STATE AGENCIES OR FEDERAL AGENCIES FBC105.3.3 U t C I i' F t iANFORD PERMIT APPLICATION BUILDING DIVISION Application No: 0 QC) Documented Construction Value: $ t F l Job Address: " f' Historic District: es[I NoQ Parcel ID: df ` Residential Commercial El Type of Work: New Q Addition Alteration Repair Demo Change of Use MoveEl Description of Work: r, _ 1 , PlanReviewContactPerson: ` Title: , Phone: Fax: Email: , unn r: Property Owner Information Name _ Phone: wt Street: Resident of property? ' x-- s- City, State Zip: Contractor Information Name Phone: a . x: Street: C ; t t City, State Zi ` State License No.: Architect/ Engineer Information Name: Phone: Street: Fax: City, St, Zip: _._ _ E-mail: Bonding Company: _ _ Mortgage Lender: Address: Address: YARNING 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 TFIE FIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITLI YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCF,MENT Application i, herch} made to obtain a permit to do the work acid in tatll,wons a, indicatcd. i <;crtif% that no work or installattiott has coammnked prior to tttr iNS4tanke of a permit and that all ,+ork will tie perform(A to meet standards oral( la,vs regulating construction ill the }urisdittion. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. 11 rA_ FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 6" Edition (2017) Florida Building Code J( : III addition to the requircincats of this Permit, there nia) bQadditional rostrictions applicable to this property that may tic round 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. Acccptaucc Of permit is verification that I Hill notify IIIe owner of the t)rOpCrtv Of the rCqL1irC1IIC II (N 01 110ridaI ACIIt,aw, FS 713. I tic (-,try ot'Sanford requires paV111clit of a plan review Iec at the time of permit submittal. A colly of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value ofthe lob at the time ol'submittal. the actual construction value will be figured based on the current WC Valuation "fable in effect at the time the permit is issued, in accordance with local ordinance. Shouid calculated charges figured off the executedcontract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued, QN-YNEWS - AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Stgnawic of' OwncrtAgcm Date Print OwnerAgent' s Naaic Owner:'Agent is Knou\ [I toMe or Produced 11) '1 ype of I D N-ini Contractor , Agent's Na, Att I -,I C', o Persolialk Known to '%'Ie or 01froduced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building D Electrical n Mechanical El Plumbing El (Jas n Roof El Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load:._.__ # of Stories: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes E]No n #of Heads APPROVAIS: ZONING: UTILITIES: COMMENTS: ENGINEERING FIRE: Plumbing - # of Fixtures Fire Alarm Permit: Yes EJNo El WASTE WA'1' 1-"R: BUILDING: 14 '7 r ri)c I CITY OF PER ITAPPLICATIONSk4FORDM BUILDING DIVISION Application No: LZ7774 Documented Construction Value: Job Address: (.-37 1 s ct SEI NoL;'- 77 Historic Di trio; Ye Parcel ID: Residential Vcommercial Type of Work: New D Addition Alteration Repair [I Demo D Change of Use 11 Move E] Description of Work: -A "A t+ Plan Review Contact Person. Title: --- Q Phone: 3 a 2 - 064 iV - %V 4ZT Fax; Email: 'Zo i IIN 44 10 Q 't Property Owner Information Name sed- Phone: 152 - jj1!j - jt!jT2, Street: 'k 54orgr& Resident of property? City, State Zip: Sd_AA1—_A E! - 327 71 Contractor Information Name Ow ec &L, Phone: 5a*%t!1, 15L % Street: Fax. City, State Zip: State License No.: Architect/Engineer Information Name, Phont Street: Fax; — 1411-), City, St, Zip: E-mai Bonding Company: Mortgage Lei Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMEN TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICF OF COMN PosTED ONTHE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTI WITH YOUR LENDER OR AN ArrORNEY BEFORE RECORDING YOUR NOOK Application is hereby made to obtain it permit Lo do (lie work and installations as indica(ed I Certify that no work or histallation has conurreacetl prior to the issuance ot'a permit and that all work will lac performed to at"t 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. Grant Maley, Clerk Of The Circuit Court & Comptroller Seminole County, FL CER i UDMDOPY G N11 iu AL( .. Inst ##2019017743 Book:9300 Page:1657; (1 PAGES) RCD: 2/19/2019 2:09:12 PM Ctr R `7 f IT 1i REC FEE $10.00 THIS INSTRU ENT PREP BY.: D UiY 'i.(FtK Name: Address: IA4Cat NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit Number: t 8t y -!1 S 5 Parcel ID Number: ) 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. OF PROPERTY: (Legal description of the property and GENERAL DESCRIPTION OF OWNER INFORMATION: Address: Fee Simple Title Holder (if other than owner) Name: CONTRACTOR: Name: QWKt'a^ Address: Persons within the State of Florida Designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(t)(b), Florida Statutes. Name: In addition to himself, Owner Designates To receive a copy ofthe Lienof's Notice as Provided in Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement (The expiration date is 1 year from date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE TIME FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalties of perjury, I declare that 1 have read the foregoing and that the facts stated in it are tree to the best of my kn edge and belief. Owner's Signskxe . OwWs Printed Name Florida Stame 713.13(1)(a): • The owner must sign the notice of commauement and no one else may be permitted to sign in his or her stood.'/ State of IF tar ; 1 o county of i The foregoing Instrument was acknowledged before me this A16ay of CadYi . • —tU by ' Who Is personally known m Nae mpersonmakingstateent OR who has produced Identification type of Identification produced: era arw ANNETTE GLAD060623 O L-Y--+ NotaryFP,uDlic •State Commission #t GG Notary signMMyComm. Expires Ja Jqr" N 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 NW(A: In addition to the rcquifcmcnts of this perlllit, there may Ile additional restrictions applicable to this property that may be found it, file public records of this county, aild (here 1114y IV additional Permits rcclitir"I front orllcr gover,1111co till entities aucla as water inanagcnicut districts, State agencies, or rederal agencies. Acceptance of permit is Wrificatioll that I will notify tire owner of the property oftlic requirements of Florida Lien Law, FS 713, The City of Sanford requires Payment Ora Plan review fee at (Ile LillIC o(permit submit(al. A copy of the executed COMMA, is NqUiNd in order to calculate a [AA11 review charge 3od will be C011SidCrCd the estimated construction value Ol'the jot) at the time Of SUI)1114(al. The actual C0118trucGoll Value will he figurCd based oil the CUrrCilt If C Valriatioll Table in C11CO At the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed Contract exceed the actual construction valtie, credit will IV applied to your permit fees when file pertnit is issoccl. QMLNERJ_AfXJJVAy11. I certify, that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Signature 40wAwr/Agerit Print Owner/Agent's Naaw Date Signature of Notary -State of Florida Date Signature of ("Ontractor/Agent Date Print A"Ontractor/Agent's Name Signature or Notary-Statc Of Florida Dalc Owner/Agent, is _ Personally Known to Me or Contractor/Agent is _ Personally Known to Me or Produced ID - Type of 11) ProducedIT)TypeoflD BELOW IS EQR OFFICE USE QNLY Permits Require : Building D Electrical El Mechanical El Plumbing El Gas El Roof Construction Type: m 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: V XTC I XTV V: 0 1 J!T T1 -- COMMET ok for addition, meets area and dimension regulations for SR-1A zoning district. Revision 0 City of Sanford Response to Comments 0 Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # I Submittal Date Project Address: L7(Z Contact: Email: IC'j' Ok Trades encompassed in revision: Building Plumbing Electrical El Mechanical Life Safety Waste Water Department El Utilities El Waste Water El Planning 1:1 Engineering El Fire Prevention 1:1 Building Fax: General description of revision: ROUTING INFORMATION Approvals or— z - t 4 - 117 2/6/2019 Letter View srornt"I, Steve.fiorey@sanfordfJ.gov Sent: 02/06/2019 - 03; 06 PM To: siby10@juno.com CC: Subject: Residential Plan Review Comments Qk to submit paper copies City of Sanford Residential Building Permit Plan Review Comments From: Steve Fiorey Date: February 06, 2019 Application #: BR19-000216 Address: 212 West 18TH Street Business Residential Addition - Bathroom Name: (Replacing AS400 Permit #18-4755) Florida Product Approval and corresponding installation instructions are required for the window and exterior door that will be installed FBC 107 Please do not reply to this automated email. All resubmittals should be done using our online portal at https://www.citizenserve.com/sanford re -review. Furnishing the above requested information will help expedite the approval of your application. 1Cf file:/!!C:/Users/FioreySIDownloads/Residential%20PIan%20Review%20Comments%20(1).htm 1!1 1171111 -4 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 1, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. I understand that building permits are not required to be signed by a property owner unless he or she is 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 pen -nit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that a contractor is required by law to be licensed in Florida and to list his or her license numbers on all permit and contracts. 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 I year after the construction is complete, the law will presume that I built or substantially improved it 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. 1, 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 AAk, rw 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 40, N 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 AA C. understand that the construction must comply with all applicable laws, ordinances, building codes, and zoninE regulations. 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.tnyflorida.com/dbpr/pro/cilb/ for4-!> more information about licensed contractors. I am aware of, and consent to, an owner -builder building pen -nit applied for in my name and understand that I am the party legally and financially responsible for the proposed construction activity at the address OUS listed below. I agree to notify the building department immediately of any additions, deletions, or changes to any of the t45 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 A5 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 Address: 5fove_f SaLftA - 3Z73( ?nL P ( 1, M"f_ , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed and agree to the conditions specified above. Signature of Owner -Builder Form of Identification Dr-'asrN Must be Photo ID) Em A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding I 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 CITY OF Building & Fire Prevention DivisionS,A*NF ORD RESIDENTIAL AL TERA TIONIA DDI TION WIE DEPARTMENT PERMIT GUIDELINES All permit application packages must be complete prior to acceptance. You must check each box to the left or indicate n/a on this submittal. A complete application package shall include the following: PERMIT APPLICATION AND SUBMITTAL REQUIREMENTS Building Permit Application completed, signed and notarized. OWFloodplain development application completed and signed if any portion of the property is in a flood hazard area as identified on the most current flood insurance rate map. A* Copy of a contract, signed by the contractor and the property owner, indicating the documented construction value 0 Application must include correct address and complete parcel I.D. number. Contractor information is required to be included on the permit application (if contractor is applicant). Applicant must include the name of the designated plan review contact person, their phone number and either a fax number or email address on the Building Permit Application form. AX Copy of the contractor's license issued by the State of Florida (if contractor is applicant). AJ A site specific notarized power of attorney shall be required from the licensed contractor if he/ she appoints an employee of his/her company to sign the permit application as the contractor. OVA Certificate of insurance indicating worker's compensation insurance coverage and naming the City of Sanford as certificate holder, or a copy of a worker's compensation exemption issued by the State of Florida ( must be submitted with each application if contractor is the applicant). 2,' Completed and signed Owner Builder Statement / Affidavit (if owner is applicant). Two ( 2) copies of all applicable plans and related documentation. An accurate, signed and sealed, property survey which shows all improvements on the subject property and within 10 feet on adjacent parcels. C4," Plot plan showing location of proposed improvement(s) and setbacks to property line(s). May need to include infill lot requirements. Hand - drawn submittals must be submitted on plain white paper and include accurate dimensions, all details that apply to the project, and must be legible. Please see the following pages for construction document submittal guidelines ** P, Page 1 (?1'5 ffciive: August 1, 2017 THE CONSTRUCTION DOCUMENTS MUST INCLUDE, AT A MINIMUM, THE FOLLOWING, AS APPLICABLE: SITE PLAN / PLOT PLAN 0 Must indicate the location of the proposed addition, 2" Two (2) copies are required BUILDING PLAN — Structural any elements of 'the addition, alteration or renovation involve altering the structure or any structural elements, the following information must be included and must be signed and seated by a registered design professional. Any alteration or change to an exterior wall is considered structural and requires signed and sealed engineered plans. Two (2) copies of construction documents are required. 2,' Construction documents shall indicate code edition being applied G Construction type E;?,' Plans to minimum 1/4" scale 2' Designer information: name, address, registration #, seal and signature on all signed/seated pages E?e' Page size minimum I I" x 17" All pages numbered and labeled Wind design data required on drawings per FBC 1603.1.4 to meet 139 mph ultimate design wind speed for risk category 11 buildings (residential) 9'Ultimate design wind speed (Vult) 4-'Nominal design wind speed (Vasd) 0 Risk category El Exposure category 11 Enclosure classification Internal pressure coefficient Component and cladding design wind pressures in terms of psf Structural Calculations, if necessary FLOOR PLAN — ALL PERMITS (STRUCTURAL/NON-STRUCTURALI a Floor plan must include a layout of the entire home An existing floor plan and a proposed floor plan must be provided, indicating any structural/non- structural elements, electric, mechanical, plumbing, concrete slabs, and any other relevant details. 2" Must indicate the area that will be altered/renovated 21 Each room must be labeled (Kitchen, Bathroom, Bedroom, Living Room, ect.) Z Must be legible and to minimum 1/4" scale GY Include all applicable span lengths and dimensions, including porches Effective: August /, 2017 Page 2 of'5 ELEVATION if applicable) oW- Attic ventilation 1-1" Roof pitch Cam'' Roofing material Exterior finish/stucco thickness Height/bearing elevations r" Window and door opening locations 74- Chimney location/height ENERGY CALCULATIONS Required for Additions / Removing existing insulation and adding new insulation J1,11 Converting unconditioned space to conditioned space. Form 402 or Form 405 FOUNDATION / SLAB 2" Foundation plan Filled cells with reinforcement locations Footer denotation/details 1 r Footers minimum 12" below grade AM- Interior bearing walls/pads Ant- Porch pads/footers Brick ledge detail Slab thickness/steel/fiber mesh AA Vapor barrier/termite treatment type 2" Reinforcing steel over lap Relieving arch steel at pipe penetrations Q- All wood minimum 6" above grade 2' Crawl space ventilation ELECTRICAL if alaMicable) Please note: any renovation, alteration or addition will require the entire home to be updated with smoke detectors, located as requiredf6r new construction per FBCR R314 Level I Alterations will require 10-year, non -removable battery smoke detectors. r" Electrical existing floor plan and proposed floor plan for the work area. 1,4 Location of receptacles, switches, lighting, fans, disconnecting, service panels, ect. A, Service riser diagram (for new service, service rebuilds or upgrades to service size) R Bond ing/Grounding Electrical load calculations P_ T'l Re -wire of 50% or more of home Ltt,] Additions, required on existing home to verify service size is sufficient' o" GFC1 protection AFCI protection Tamper resistant outlets 00 Smoke/CO alarm locations Effective: August 1. 2017 Page 3 cif MECHANICAL (if applicable V Equipment location F , I 1P.] Anchorage for condenser, engineered to meet wind loads Protection in garage locations Clearances at equipment Structural detail for air handler in attic Ilk Room ventilation Adding or modifying ductwork requires a duct layout. J Duct layout must include a floor plan and indicate the duct sizes, R-value, register sizes Exhaust Bath exhausts size and termination Dryer exhaust discharge/make up air Energy calculations with equipment sizing calculations for new HVAC installations PLUMBING if a1112ficable) 13 Plumbing drain, waste and vent schematic for new plumbing installations 11 Bathroom or Kitchen existing floor plan and proposed floor plan. FUEL GAS if applicable) 07— BTUs each outlet and total BTUs AP Pipe type and total length Alt LP regulator and model type 04 Combustion air vents AtA Location of equipment Venting Gas Type Gas Pressure Gas piping riser ROOF TRUSS LAY OUT for new engineered trusses) MT Truss I. D. #s Layout, required on plans and a copy included with truss package Signed/Sealed truss engineering package Alk Strapping/fasteners/truss tie -downs DETAIL SHEETS OR NOTES L21 Footings Beam to wall and/or post attachments F?' Post/column and beam construction F-41*'- Interior bearing walls A-0- Stairs section AM- Chimney construction A* Dormer construction Floor framing Entry construction A4 Arched windows AAO, Bay windows Frame to block connections x4- Knee wall construction A14- Sky light framing 1 Top plate splicing requirements Effective: August 1, 2017 Page 4 (Y'5 9" Steel requirements (footers lintel,, vertical pour) T-1 Grade JU Over lap X* Veneer Shear wall locations and construction Connectors B]" Fasteners 20' Roof sheathing & diaphragms LP I Fasteners LIJ Blocking Wall and gable sheathing fastening X* Gable end, frame and block, vaulted and flat 05k Conventionally framed roof members Glass block 12-' Header schedule, including strapping/anchorage and frame supports (bearing walls) Bearing/non-bearing wall detail E;-,' Typical wall section detail, one and two story, block and frame, for all scenarios JR] Connectors 13K Anchorage bolts Materials and assembly MANUFACTURER'S PRODUCT INSTALLATION INSTRUCTIONS Roofing components 1,13! Underlayment J, Shingles / Tile /TPo / Rolled Off -ridge vents fir Window and mullion installation instructions Garage door, sliding glass door and swing door installation instructions Siding installation instructions Soffit installation instructions Glass block installation instructions Engineered lumber products installation instructions PRODUCT APPROVAL 17 Completed Sanford Product Approval specification sheet 0 Florida Product Approval can be located at Nvw N.florid abet ildLiig.o_r,-. 0 Product Approval must be approved under the current code edition A] FS 553.842, FAC 61 G20-3 These guidelines were compiled to assist the applicant in preparing a residential alteration / addition / renovation permit application submittal and may not be complete. The applicant is required to meet all city of Sanford, state, andfederal requirements. Effective: August 1, 2017 Page 5 (Y'5 City of Sanford Building and Fire Prevention Product Approval Specification Form Permit # Project Location Address 217- U) - IT"' Sf r, Sa^-&-k 0- $2-7-71 As required by Florida Statute 553.842 and Florida Administrative Code 9N-3, please provide the information and product approval number(s) on the building components listed below if they are to be utilized on the construction project for which you are applying for a building permit. We recommend that you contact your local product supplier should you not know the product approval number for any of the applicable listed products. Be aware that windows, skylights, and exterior doors must be tested in accordance with the Florida Building Code, Section 1714.5. More information about Statewide Product Approval can be obtained at www1loridabuilding org. The following information must be available on the jobsite for inspections: 1. This entire product approval form 2. A copy of the manufacturer's installation details and requirements for each product. Category / Subcategory Manufacturer Product Florida Approval # Description include decimal) 1. Exterior Doors Swinging Sliding Sectional Roll Up Automatic Other 2. Windows Single Hung Horizontal Slider Casement Double Hung Fixed Awning Pass Through Mullions Wind Breaker Dual Action Other June 2014 or Category / Subcategory Manufacturer Product Desc(tption Florida Approval # inciudin decimal 3. Panel Walls Sidin Soffits Storefronts Curtain Walls Wall Louver Glass block Membrane Greenhouse E.P.S Composite Panels Other 4. Roofing Products As Malt Shin les_ Underla meats Roofin Fasteners Nonstructural Metal Roofin Wood Shakes and Shin les Roofin tiles Roofing Insulation Built up roofing stemSy Modified Bitumen Single Ply Roof Systems Roofing slate._ Cements/ Adhesives l Coatinq_ Liquid Applied Roofing System Roof Tile adhesive Spray Applied Polyurethane Roofing E.P.S. Roof Panels Roof Vents Other June 2014 Or Category f Subcategory Manufacturer Product Description Florida Approval # include decimal 5. Shutters Accordion Bahama Colonial Roll u Other Sk rihts...__ Other 7. Structural onents— CO—m Wood Connectors Anchors Truss Plates En ineered Lumber Railin Coolers/Freezers Concrete Admixtures Precast Lintels Insulation Forms Plastics Deck / Roof Wall Prefab Sheds Other 8. New Exterior Envelopp_Products .. Applicant's Signature Applicant's Name Please Print) June 2014 3 Y 2 E 3 Y Fiber -Classic., & Smooth -Star, COMPOSITE EDGE OPAQUE FIBERGLASS SINGLE DOOR INSWING/OUTSW NG NOWIMPACT' GENERAL NOTES 1. This product has been evaluated and is in compliance with the 6th Edition (20171 Florida Buikting Code (FBC) structural requirements excluding the "tom Velocity Hurricane Zone" (HVHZ). 2. Product anchors shot be as listed and spaced as shown ondetails. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. For 2xstud framing construction, anchoring of these units shall be the same as that shown for2x buck masonry construction. 4. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. S. Fiber -Classic & Smooth-Shx Door panels require the use of "P pat numbers and must be stained or,painted within sicmonths of installation. TABLEOf CONTENTS SHEETS DESCRIPTION 1 Typicat Elevations, Design Pressures & General Notes 2 Door Panel Deta&s 3 Elevotions 4 Horizontal & vertical Cross Sections (2)( Buck) 5 Horizontal & Vertical Goss Sections (Ix Buck) 6 Horizontal & vertical Goss Sectons (erect to Masonry) 7 Vertical Goss Sections (Thresholds) 8 Buck & Frome Anchoring 9 Hardware Details 10 Components 11 BB of Materials 37.75'MAX O.A. FFRAMEWIDTH ZZ 3 d Oz a0 0 = e w e m=,= X fr DESIGN PRESSURE (PST) DESIGN PRESSURE (PSI) CONFIGURATION LOCK INSWING OUTSWING HARDWARE POSITIVE NEGATIVE POSITIVE NEGATIVE x latch & DeadboH 70.0 75.0 67.0 67.0 x MDttipofnt 80.0 80.0 80.0 80.0 See Sheet 3 for Hardware Specifications c 1 ON to 0 o a x 0 <, tEw zc o 0M 5 q 0 dE z 3'd A 00In az sJ[ C' 2KO W W W F=-W N JJQ W 0I da e a LL N.T.S. Ery: X BY: LFS WW Nor.: FL-2046 t . T ET _L or 1 h EXTERIOR 1. 198* 1.196, 1.875" O's. COMPOSITE CAP p INTERIOR LOCK BLOCK STILECOMPOSITEOSITEHINGESTILE CAP (ENGINEERED WOOD) (12.5- LONG LVQ (ENGINEERED WOOD) HORIZONTAL CROSS SECTION 3&G"MAX. DOOR PANEL WIDTH r3 2 J CDOOR PANEL40)ff BOOK 35.813"MAX. DOOR PANEL WIDTH r2 D Pi z 000 x DOOR PANEL41P . Hybdd Door m 0.406" EXTERIOR 1. 198" MPOSdE HINGE STILE INTERIOR CAP (ENGINEERED WOOD) 35,813"MAX. DOOR PANEL WIDTH r4 ' 1 p 42 U I DoorPANEL or V A. 1S75" 0.406" o fd COMPOSITE CAP COCK BLOCK STILE I2.5'LONG WOOD) (ENGINEERED WOOD) K-2-- HORIZONTAL CROSS SECTION TOP RAIL ZZ COMPOSITE(ENGINEERED lo 5-i dWOOD) n Z Luo 0 C3 00 FOAM CORE POLYURETHANE - 1.9 PCF MIN.) 0Z INTERIOR EXTERIOR INTERIOR EXTERIOR FIBERGLASS SKIN o (0,073 THK.) BOTTOM RAIL COMP.) ri VERMAL CROSS SECTION r4 VERTICAL CROSS SECTION LE, N.T.S. BY. JK Ery.. LFS AM NO.: FL-20461.1 XT -2 OF 11 SEE HARDWARE CHART HARDWARE TABLE MANUFACTURER MODEL KNOB: F51SCHLAGEDEADBOLT: 660 KNOB: SIGNATURE SERIESKWIKSETDEADBOLT: SIGNATURE SERIES (780) HOPPE MULTIPOINT : MPDGART THERMA-TRU) 3 pt. Manual Tongue) llllll III III71Lill_ Illlll 1111111 illltll It i 11 , ,Z, Fiber-Classic/Smooth-Star Door Panel Options Products approved include all embossed and recessed panel doors. Similar glazed panel configurations are allowed. Panels shown are for illustration and are representative only. z aIr z QN 5 to Q 03 00 i a nt.r.s. JK By. LF5 FL-20461.1 IT _L of 11 NQA, wl: D 2i i pi g — anmz° z 0 xoa E zmzcr t,: maa 6z 10 40 41 42 J a EXTERIOR INTERIOR x H O I.IS"MIN. m -o 1 VERTICAL CROSS SECTION EMB• (NP•) E 4 Shownw/ 2X Buck E ' w ^ ors n Outs" shown (Inswing -nilar) g W 0 a i L C °° a 0.15" C-SINK TYP) 0.15 C-SINK — > m n`P) L mo zap D ° ` D a R cn 6ozo Z INTERIOR INTERIOR 1 W s ° ! K DU O ^ Q < EXTERIOR EXTERIOR 23 24 ° n'^z n° 1-114"MIN. 40 41 42 40 41 42 27 L O1 5126116 i EMB. (iYP.) 24 t-I!4"MkN. 1 EMB. PP.) srAL N.T.S. o Mr. BY: JK 10 2 HORIZONTAL CROSS SEC17ON rY" HORIZONTAL CROSS SECTION CW, W. LFS 3 4 Shown w/ 2X Buck 4 Shownw/ 2X Buck DPAWM NO., rc Outs"nng shown (Inswing sur ) Outs"nng shown (Inswing sr na-j FL-20461. I T aNsrEU4OFTT E z Fiy0= e Y. y, 0020C 11rm zIBucktobesecuredto o, d m oonUN -z: masonry by others O zgo` Em z m cco Nn 5 6 L QOD 40 41 42 sue. 0Eccao 7 1 8 JQ rEXTERIORINTERIOR m 1 VERTICAL CROSS SECTION R$ Shown w/ IX sub -buck Iz Outswing shown (Inswing simriorj A m fir9EEN C T a 0 a c oe f 14 6 7 ° oN a oz z f INTERIOR INTERIOR G w` zz= 0 K K210511Z 24 EXTERIOR EXTERK o r n o 40 41 42 1-I!4"MIN. 29 40 4T 42lz27A I-I14"MIN. T 5126116 iEMB. (T(P.) EMB. (T(P.( soot, N.T.S. ° 2 HORIZONTAL CROSS SECTION H CROSS SECTION awc. BY: FDrat, BY: LFS 3ShownwIXsub -buck Outswing shown (Inswing sinubr) own w/ IX sub -buckShownw/ 1X sub•buck FL-20461.1 a Outswing shown (Inswing sim4ar( sratr -L OF 11 1-1/4"MIN. c EMB. (TYP.) - E ' MAX. s EXTERIOR _ r"'" INTERIOR 1 1 VERTICAL CROSS SECTION 6 Shown Drect to MasoryOutswuigonlyw! 4-9/16' jamb DIRECT TO MASONRY MAX. DESIGN PRESSURE: w/ STANDARD STRIKE _ ± 55 PSF w/ SECURITY STRIKE _ ± 65 PSF a E EXTERIOR JL INTERIOR r4'\ VERTICAL CROSS SECTION 6 Shown Direct to MasonryOutswingorgywl6.9/16' jamb nc INTERIOR // `V H :E , I 1, EXTERIOR E 1-1/4. MIN. EMB. (TYP.) 2 HORIZONTAL CROSS SECTION 3 HORIZONTAL CROSS SECTION 6 Ou swn lecl only w%49/16 jamb 6 Shown Direct to MasonryOutswingonlyw/ 4-9/16' jamb 6 Shown Direct to MasonryOutswingonlyw/ 6-9/ 16 jamb MAX. t a. r.:Tl,, 0 z d o! z dm o U N •• Z og Ew Z zm0o cw a w ', iL m Ci c Z 8 a FO c Q zC' Vt JWm z o0x,= 0 INTERIOR t D4142 ( N` 1 EXfFRIOR ( a ( E mil 1-1/'"MIN. 5126116 i EMB. (TYP.) sc N.T.S. CROSS SECTION om s: JK 6HORIZONTAL Shown Direct to Masora aec ay.. LFS Outswing only w/ 6.9/16 jamb DIVA„ G FL-20461.1 0 r 6 of t t Q Notes: 1. SM Item It's 17, 18, 32, 34, 35, 36, 37, 38 & 39 are attached to jambs w/ (3) #8 X 2-1 /T pth screws at each end. SM Item Its 16 & 33 are attached to jambs w/ (2) #8 X 2-1IT pfh screws at each end. SM Item # 15 is attached to jombs utiTulng (2) # tO X T pph SMS at each end. SEE NOTE I INTERIOR SEENOTE 1 EXTERIOR o ° ° A ll— VERTICAL CROSS SECTION 7 Inswing Sio INTERIOR 3 VERTICAL CROSS SECTION 7 Outswing SDI EXTERIOR SEE NOTE 1 INTERIOR 2 VERTICAL CROSS SECTION 7 Iruwing Sal INTERIOR A A r41 VERTICAL CROSS SECTION Public Access SM tF: N.T.S. t. er: JK BY.. LFS WM NO.: FL-20461.1 er 7 or IT D HEAD & JAMBS TYP.) 2X BUCK 60 PSF MAX f to MASONRY TYP.I .. ... ... . ..... D r HEAD & JAMBS TYP.1 0 PSF MAX M0 2X BUCK ANCHORING Z;•` h•i d):y Pz 3( FJ °`FO- new, HWSfit, H n 0 O di;z JAMBTOHEADDETAILTYP.) o v x z 0 oeEmim° ov Nmlo daa. i z m o v Q- o Q L 2X BUCKcn J IX BUCK i W BUCK M DIRECT TO jI o j NMASONRYofmFRAME HEAD & JAMBS a k a T Y Y TYP.j l K a-, 3 2 W n F m FRAME ANCHORING N -- Z DATE 5126116 sME N.T.S. ° owc BY: JK m cm BY: LFS 3 FL- 20461.1 0 SHM 8 of 11 O U3•, 2X BUCK L 2$ SEE HINGE _ IX BUCK G DETAIL (TYP.( t ta' o N m z° DIRECT TO M — -- g E w z m Z 26 0 MASONRY 8 u °c waNg9dsm L maa4 2XBUCK 2$ o`z y IXBUCK G H — —$ SEE TONGUE ' cW K 27 'N O O STRIKE DETAIL i 2X BUCK L DIRECT TO /yS O (TYP ' Tn h r MASONRY rn v , p ^ } IXBUCK G LATCH & DEADSOLT DETAIL ' m ( DIRECT TO M KwB*et ( ± MASONRY $1 a I y SEE LATCH TONGUE STRIKE DETAIL g >= Lu M point Lock2XBUCKL & DEADSOLTDETAIL SEE LATCH patty FTw rn IXBUCK G $ d MAIL tT m 04RECT TO MASONRY SUBSUB STRIKE z PLATE a a 2$ » m2XBUCKL IXBUCK G o m zZ 22 STIUKEJAMB HINGE JAMB STRIKE JAMB DIRECT TO M z o ^ 2X BUCK 25 Latch and Deadbolt Muftipoint Lock MASONRY a r- N N W ? 0IXBUCKGowtcn DIRECT TO 27 u aMASONRYML2XBUCKLATCH & DEADBOLTDETAIL $ w 29 M LATCH & DEADSOLT MAIL $$ G IXBUCK Schloge M DIRECT TO Z MASONRY MULTIPO NT LOCK STRIKE DETAILS ^ LATCH & DEADBOLTSTRIKE DETAILS DIRECT To a°^Q Standard Deadbolt Strike Plate) M MASONRY 24 23 0 ^ 0Z n N ^ Z U arE 5126116 i DEADBOLT STRIKE DETAILS HINGE DETAIL scmiL, N.T.S. Security Deadbolt Strike Plate{ JK m CHK, BY: LFS 3 OPAW c NO, FL-20461. T 0 sOFtrr Im to 4.56` 0 ti! % m CI! Oi 37 INSWfNG THRESHOLD — 2.35 tw z o moM INSWING THRESHOLD ' N o 34 swi- Basic Composite Adjustable SiR7-1/7 k sw F0 7 t sill WOOD JAMBo = F u z - 0z _ c° Nn r 4. 56' , . Ste•• _. ~ M 4.66" c cZ3 NSWING THRESHOLD INSWfNG 1HRESHOtd OUfSWING iHRESHOII) o k Insw ng Banc Poaed SR Inswing Composts Adjustable SR Composite SR C i 5. 75" h w w 5. 77- w y # 0 4.56" -- M a INSWING THRESHOLD T r! Iruwing ktoderate CSmafe SR 1-3lB" INSWING THRESHOLD m, Insw ng B c Compos to Adjustable SR \ OUiSWItdG THRESHOLD Composite ! AJumirwm SR z 5. 75' 6. 60 ZEE P N Z Z ON cs 35 INSWING THRESHOLD InsvingModerateCkmateSR 18 OUTSWtNG THRESHOLD 5. 75' 5 PULtLC ACCESS THRESHOLD Composite / l S.Hm SR TfiBffpal BBak# of w a oo t R d t 8 i _ f OT r' fN Z c n«: 5 26116 sGue N.Ts. fTMNG THRUHOCD 1.97 _— a 2.06". nsw ngBasic Fo ed 5 3/4" SVDPA*V4G o SWEEP SWEEP o SWEEP o 8910awcJ— BY. JK a g . LFS 3 n NO.: FL- 2046.. . ttliltIll BILL OF MATERIALS BILL C 7 }- C3'. Z * F:60tY m a n 1tlm aNa;Z v ogtmg Z. 0 t ua onav+n d 4a maam oEoz 6 noo J g o i m W n O mKo 0 a m i Z 6 n OdONozo z CONCRETEANCHOR NOTES: w 1. Concrete anchor locations at the comers may be adjusted to maintain the min. a edge distance to mortarjoints, MAX a o 2. Concrete anchor locations noted as ON CENTER" must be adjusted to o w maintain the min. edge distance to mortar(oints, additional concrete anchors o may be required to ensure the "MAX. ON CENTER" dimension are not exceeded. 3. Concrete anchor table: mnn o^'^¢ aon na-Z aTE 5126116 scmL N.T.S. BY, JK aMc er: LFS WOODSCREWINSTALLATION NOTES: NO, I. Mointain a minimum 5/8" edge distance, I" end distance, & I" o.c. spacing of FL-20461.1 woodscrews to prevent the splitting ofwood. sr r i 1 or 11 OF MATERIALS REM i DESCRIPTION MATERIAL . REM M DESCR/PAON MATERIAL A I X BUCK (SG >= 0.42j WOOD 25 8 x 2-I /T PFH WOOD SCREW STEEL B 2X BUCK (SG >= 0.42j WOOD 26 8 x S/8" PFH WOOD SCREW STEEL C I /4" MAX. SHIM SPACE 27 LATCH STRIKE PLATE STEEL D I /4" X 2-3/4"PFH ELCO OR ITW CONCRETE SCREW STEEL 28 DEADBOLT STRIKE PLATE (STANDARD] STEEL E MASONRY - 3,000 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C40 CONCRETE 28A DEADBOLT SUB STRIKE PLATE STEEL 286 DEADBOLT STRIKE PLATE (SECURITY} STEEL G 3/I b" X 3-I /4" lTYJ CONCRETE SCREW STEEL 29 4" X 4" HINGE STEEL J I /4" X 3-3/4" PFH ELCO OR IFW CONCRETE SCREW STEEL 30 LATCH & DEADBOLT STRIKE PLATE (TONGUE SYSTEM} ALUM/COMP L 10 X 2-i /7' PFH WOOD SCREW (1.1 5' MIN. EMBEDMENT] STEEL 31 MULTIPOINT STRIKE PLATE (TONGUE SYSTEM] ALUM/COMP M 3/i b" X 2-I /4" €lYJ CONCRETE SCREW STEEL 32 INSWING THRESHOLD ALUM/COMP N 3/i b" X 2-3/4" !TW CONCRETE SCREW STEEL 33 INSWING THRESHOLD ALUM/COMP I JAMB (FINGER JOINT PINE) WOOD 34 INSWING THRESHOLD ALUM/COMP b WEATHERSTRIP (MEDIUM REACH] FOAM 35 INSWING THRESHOLD ALUM/COMP 7 WEATHERSTRIP (LONG REACH] FOAM 36 INSWING THRESHOLD ALUM/COMP 8 SWEEP VINYL 37 INSWING THRESHOLD ALUM/COMP 9 SWEEP (USE w/ MODERATE CLIMATE THRESHOLD} VINYL 3$ INSWING THRESHOLD ALUM/COMP 10 SWEEP (USE w/ PUBLIC ACCESS THRESHOLD] VINYL 39 INSWING THRESHOLD ALUM/COMP I S PUBLIC ACCESS THRESHOLD ALUM 40 DOOR PANEL (BOOK] I b OUTSWING THRESHOLD ALUM/COMP 41 DOOR PANEL (HYBRID] 17 OUTSWING THRESHOLD ALUM/COMP 42 DOOR PANEL (UIj 18 OUTSWING THRESHOLD ALUM/COMP. 22 8 x 3/4" PFH WOOD SCREW STEEL 23 10 x 3/4" PFH WOOD SCREW STEEL 24 10 x I" PFH WOOD SCREW STEEL ANCHOR ANCHOR MIN. MIN. CLEARANCE MIN. CLEARANCE TYPE SIZE EMBEDMENT TO MASONRY TO ADJACENT EDGE ANCHOR ITW a 1/4" 1-t/4" Z" 4" TAPCON ECCO i/4" t•t/4" t" 4" ULTRACOk FTW ® 3C16" 1-t/4" AS SHOWN t-t/2" TAPCOM INSTALLATION NOTES: I. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. 2, THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION OF THE MAXIMUM SIZE LISTED. 3, INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF 11/2 INCH OF THE DEPICTED LOCATION IN THE ANCHOR LAYOUT DETAIL (I.E., WITHOUT CONSIDERATION OF TOLERANCES). TOLERANCES ARE NOT CUMULATIVE FROM ONE INSTALLATION ANCHOR TO THE NEXT. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S). MAXIMUM ALLOWABLE SHIM STACKTO BE 1/41NCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. THROUGH FRAME: FOR INSTALLATION INTO WOOD FRAMING USE N10 WOOD SCREWS THROUGH THE FRAME OF SUFFICIENT LENGTH TOACHIEVE 1 1/2 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6, THROUGH FRAME: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3/16 INCH DIAMETER ITW TAPCONS OF SUFFICIENT LENGTH TO ACHIEVE 11/4 INCH MINIMUM EMBEDMENT. 7, THROUGH FRAME: FOR INSTALLATION INTO METAL STUD OR APPROVED MULLION USE #10 GR- 5 SELF TAPPING SCREWS THROUGH THE FRAME OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL FRAME SUBSTRATE. 8. THROUGH FIN: FOR INSTALLATION INTO WOOD FRAMINGUSE N8 WOOD SCREWS THROUGH THE FIN OF SUFFICIENT LENGTH TO ACHIEVE 1 1/21NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 9. THROUGH FIN: FOR INSTALLATION INTO METAL STUD OR APPROVED MULLION USE #8GR. 5 SELF TAPPING SCREWS THROUGH THE FIN OF SUFFICIENT LENGTH TO ACHIEVE A MINIMUM OF 3 THREADS PENETRATION BEYOND METAL FRAME SUBSTRATE. 10. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING, 11. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING, 12. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. EDGE DISTANCE 15 MEA,URED FROM FREE EDGE OF BLOCK OR EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK. 13. 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 BY THE ANCHOR MANUFACTURER. 14, INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: A. WOOD - MINIMUM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. GROUT -FILLED CMU- UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI AND GROUT CONFORMS TO ASTM C 476, MINIMUM GROUT COMPRESSIVE STRENGTH OF 2000 PSI. D. HOLLOW BLOCK CMU - UNIT STRENGTH CONFORMS TO ASTM C-90 WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. E. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI, MINIMUM 18 GA. WALL THICKNESS. F. ALUMINUM - MINIMUM ALLOY 6063-TS. MINIMUM WALL THICKNESS OF 1/16" (0,0625" ), SERIES 1201130 HORIZONTAL SLIDER4 GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT IRC/IBC AND CURRENT FLORIDA BUILDING CODE (FBC), EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA l0l/LS.2/A440-05/08 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 3, IX AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. 4. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, A LICENSED ENGINEER OR ARCHITECT SHALL PREPARE SITE SPECIFIC DOCUMENTS FOR USE WITH THIS DOCUMENT IN NON-HVHZ AREAS. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: PVC 7. DISSIMILAR METALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM UNIT FRAMING SHALL BE PROTECTED IN ACCORDANCE WITH THE CURRENT FBC. 8. GLASS SHALL MEET THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 4FOR GLAZING DETAIL. 9, ALL SILL PENETRATIONS (WHETHER OR NOT FILLED WITH AN INSTALLATION ANCHOR) ARE TO BE OVER SEALED WITH AN APPROPRIATE SILICONE SEALANT. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 C GENERAL. & INSTALLATION NOTES 2 C ELEVATIONS 3 C ANCHOR LAYOUTS 4 C VERTICAL SECTIONS & GLAZING DETAIL S C HORIZONTAL SECTIONS MAX O.A. SIZE CONFIGURATION DESIGN PRESSURE MISSILE IMPACT RATINGWIDTHHEIGHT 74" 50" XO 50 PSF NOWIMPACT 74" 63" XO 35 PSF NON -IMPACT 108" 50" XOX 50 PSF NON IMPACT 108" 63" XOX 30 PSF NON -IMPACT G3 T ATRIUM WINDOWS AND DOORS Aus>s Row j.L ,T"; 511217 Fn.l2t1,617 E46 1. f3t 416L]33 ZT KW O Z T - O 0 0 m m sh n ZtiCO a6' 4 a Z J w mOGO w QF- a REMARKS BY DATE A-FBC SthED.CODE CHANGE SM 0603. t4 8-74"X63"DP REVISION SM 0603.11 C-FBC 2011 CODE CHANGE AG 1003.1i uAAA. s ro s+us xvucK, .ac wcr zm.•mco Axo nvNlDAis WRCERFKtGAipH. Tgoatily signed bbyy yy yy$$5F. No—e P.EReason { amrABdbEhkftFA document aad at sx nrE CM. OF A11T ORIZAM1 Ma M76 FL #: FL20472 DATE: 10.03.17 DWG. B CHK. BY: AR AG I HFN SCALE: NTS DWG.#: ATR116 SECTION: I UNIT MAX. HEIGHT 63" UNIT MAX. HEIGHT SO" UNIT MAX. WIDTH 74" SASH MAX. D.L.O MAX. WIDTH 36" WIDTH 33 ys" 4 4 TYPICAL ELEVATION OX CONFIGURATION UNIT MAX. WIDTH 74" SASH MAX. 1310 MAX. WIDTH 36' WIDTH 33Y4' a a TYPICAL ELEVATION OX CONFIGURATION D.L.O. MAX. HEIGHT 57 %" D.L.O. MAX. HEIGHT 45" UNIT HEI 6 UNIT MAX. WIDTH 108" SASH MAX. D.L.O MAX. WIDTH 35 5/is" WIDTH 325/8" A C 4 4 F 5 MAX. GHT 3" SASH MAX. HEIGHT G 5 60 I 44 TYPICAL ELEVATION XOX CONFIGURATION D.L.O. MAX. HEIGHT 57 1Y16" UNIT MAX. WIDTH 108" SASH MAX. D.L.O MAX. WIDTH 35 %" WIDTH 321Y fi' A c a a 5 r G UNIT MAX. D 5 S D.L.O. MAX. HEIGHT X" O" X" HEIGHT 50" 45 yfi. SASH MAX. HEIGHT 47 3/4" a TYPICAL ELEVATION XOX CONFIGURATION A2L ATRIUM WINDOWS AND DOORS 1 o-mso-svooa acne GA11, -S 45zn r Fxtuai5iz-zsss ro-Fauyaza-srl. Z W 0 m. N z waow 03Yamo_ m c 11 n REMARKS BY I DATE A-F3C Sth EO.CODE CHANGE SM 06.03.14 3-74"X63"DP REVISION I SM 06.03.14 GFBC 1017CODE CHANGE I AG 110,03.11 fxD SHMl N0- BE pF0.1tODtICED ixwNOtL CR at0.1 wn Df wUnEx CCivcExi x 6UItAItt4 DaOvS, wC. l I1111xS. *x5OOCUMfxxpp-!pN4. H KXiniMG. DR 6 tit0.apu65 Di sNf xOYOtk.W 1'iE.xDW! E UAraABFaa 3w. sm OAMIA RGGI. R 3.lOOs WE CERT. OFAUD40WATMMwM76FLk: FL20472 DATE: 10.03. 17 DWG. BY: CHK. BY: AR AG HFN SCALE: NTS DWG.O: ATR116 2 6" FROM CORNER, TYP. f 2" MAX. O.C. t 2" FROM CORNER, TYP. 8" MAX. O.C. 20OC. M6" FROM CORNER HEAD/ SILL,, TYP. X. ANCHOR LAYOUT OX CONFIGURATION - THROUGH FRAME ANCHOR LAYOUT OX CONFIGURATION - THROUGH FIN 6" FROM CORNER, TYP. 2" FROM CORNER HEAD/ SILL, TYP. 2" FROM CORNER, TYP. 8" MAX. O. C. Z MAX. O. C. 20" MAX. 6" FROM CORNER O. C. I HEAD/SILL, TYP. x 0. x' ANCHOR LAYOUT XOX CONFIGURATION - THROUGH FRAME ANCHOR LAYOUT XOX CONFIGURATION - THROUGH FIN 2" FROM CORNER HEAD/ SILL, TYP. n Al" P,DIUMATRIUM WINDOWS AND DOORS 4 i AMeASSA Rp ou1s. 11-lW I PN ( 2 Sa}6}]-t6% FAX. f21AW 1tr6lla um zTz a a cz N = # wo < m x o w a REMARKS BY DATE j A- F8C 5th ED.CODE CHANGE SM 0603,14 3- 74"X63"DP REVISION SM 06.03.M C- F8C 2017 CODE CHANGE AG 10.03.t7 uas no.uasFRoo KFa iM77Fw!' MgJi wRiZEM CCw'seRiO: R:n.O:MGpps4. ev(' 74 ax+. pMs,ww.aw+rmc,oaorRcx w,ews rorranooeuraMr.xe Mo* aaw+aieo.Mo Mvm, oue ouR cERnec,rnox. lSS{{ t{U1t112'' oA P• 46 _ MOt1E5 Wkit V iIOMA PL M 73M 6, 2 1G OROPA PIC 3N E. OAMM KAp1 Kb. 316 IlEAU!- FL33t iBPE CM.. OF WNORRAI M " IP67E FL a: FL20472 DATE: 10. 03.17 DWG. BY: CHK. BY: j AR/AG HFN SCALE: NTS DWG. a: ATR116 SECTION: OF 5 CONCRETE/MASONRY BY OTHERS SEALANT BETWEEN CONCRETE/MASONRY & 2X WOOD BUCK BY OTHERS 2X WOOD BUCK BY OTHERS f#8 WOOD SCREW INSTALLATION ANCHOR EXTERIOR FINISH j BY OTHERS PERIMETER SEALANT O.A. UNIT BY OTHERS HEIGHT j EXTERIOR 1 Y2" MIN EMBEDMENT a a" MIN. EDGE DISTANCE INTERIOR SEE GLAZING DETAIL VERTICAL SECTION 4 HEAD - 2X WOOD BUCK THROUGH FLANGE SEE GLAZING DETAIL SEALANT BY OTHERS, O.A. UNIT SEE GENERAL NOTE f#9, SHEET 1 HEIGHT PERIMETER 1/4" MAX. SEALANT SHIM SPACE BY OTHERS 1 1/4" MIN. EXTERIOR FINISH EMBEDMENT BY OTHERS PRECAST SILL OR CMU BY OTHERS e• 6' ITW TAPCON 1 1/2" MIN. EDGE INSTALLATION ANCHOR DISTANCE VERTICAL SECTION 4 J SILL - PRECAST CONCRETE THROUGH FRAME X16' ITW TAPCON INSTALLATION ANCHOR CONCRETE/MASONRY BY OTHERS SEALANT BETWEEN CONCRETE/MASONRY & 1X WOOD BUCK BY OTHERS 1X WOOD BUCK BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER — SEALANT O.A. UNIT BY OTHERS HEIGHT I 1 1/2" MIN. EDGE DISTANCE 1 MIN. EMBEDMENT 1/4"MAX. SHIM SPACE SEE GLAZING DETAIL VERTICAL SECTION 4 HEAD- 1X BUCK/CONCRETE/MASONRY THROUGH FRAME GLAZING TAPE INTERIOR EXTERIOR Y I I Y2" GLASS 7BITEf L %4" O.A. INSULATED GLASS GLAZING DETAIL NOTE: GLASS TYPE & THICKNESS SHALL COMPLY WITH ASTM E 1300 GLASS CHARTS. xf'pMumL3. ATRIUM WINDOWS AND DOORS ua. AAEeassaroa ww JALLAS, FE%AS'i2al Pry {Sia£537 76% — z m 0T11,4E—. El— w—,4O —1 N CONSENT 0".OWG OROFS,E4C 4YER4FFUJNS. 8" N(NnON5, kiG"t.6H(M6, ON 01.1. Nv F=o F. r r rO 0 N 7$ i * v T T G ONAI E xp 3M E. (A eEAOE elw. { ate FWE COM OF AMORIZATM e> "SIB FL f#: FL20472 DATE: 10.03.17 DWG. 6 CHK. By- AR/AG HFN SCALE: NTS DVVG,m: ATR116 SECTION: 4 3 THREADS MIN. PENETRATION BEYOND 4 METALSTRUCTURE METAL STUD FRAMING " 1/4" MAX. BY OTHERS SHIM SPACE 10 SELF -TAPPING SCREW INSTALLATION ANCHOR 3/4" MIN. EDGE F DISTANCE SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER SEALANT O.A. BY OTHERS UNIT - W IDTH HORIZONTAL SECTION 5 OPERABLE JAMB - METAL STUD FRAME THROUGH FRAME 3/4" MIN. EDGE r— DISTANCE METAL STUD FRAMING 1/4" MAX. BY OTHERS SHIM SPACE 8 SELF -TAPPING SCREW INSTALLATION ANCHOR r THREADS MIN. PENETRATION BEYOND METAL STRUCTURE SHEATHING ~ BY OTHERS SEALANT BETWEEN FIN & SHEATHING SEE GLAZING EXTERIOR FINISH DETAIL BY OTHERS O.A. UNIT — WIDTH HORIZONTAL SECTION 5 1 FIXED JAMB - METAL STUD FRAME THROUGH FLANGE 1 1/2" MIN. CONCRETE/MASONRY BY OTHERS EMBEDMENT SEALANT BETWEEN 1/4" MAX. CONCRETE/ MASONRY & 2X ATRgUM SHIM SPACE WOOD BUCK BY OTHERS 2X WOOD BUCK ATRIUM WINDOWS AND DOORS BY OTHERS tt10 WOOD SCREW INSTALLATION P. it to 63126%'A. ¢i.H24L734 ANCHOR vz z n m O via B4' MIN. wU ZoNo T' iezIs EDGE DISTANCE Ca Z C p= cD s m w E v 2 o Z00N= 1 } W CH commO O PERIMETER SEALANT aa O.A. BY OTHERS m UNIT REMARKS BY DATEWIDTHEXTERIORFINISH AFBC5thED.CODECHANGE SM 060314BYOTHERS HORIZONTALSECTION B-74"XWDPREVISION SM 06.0314 C-FBC 2017 CODE CHANGE AG 1003 175OPERABLEJAMB - 2X WOOD BUCK THROUGH FRAME npDSNa:tw0' & R£PROgYFO "WMNs OR R,tx'M HORIZONTAL SECTION 5 MEETING STILE tttttttrrrrT/ F. O 1"/ 7 • • O STAT (7 ONAL fiAWDA V.E. 7377E IIEBDNC DROPS NC Me 6 OUN !rF B190. I3MOuOFNJTHEtMMIBVEmtr. OF •t7iN3a7.tiu3t wa mm FL 4: FL20472 DATE: 10.03.17 DWG. BY: CHK. BY: AR/AG I HFN _ SCALE: NTS DWG.#: ATR116 OF 5