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HomeMy WebLinkAbout1012 S Magnolia Aver 0 iA ak Oki cam_ . , Ja,- s 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 off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. duA,ie;0fb0"%vner/Akgen'i bate Signature of Contractor/Agent Date Print 0%vner/A&nt's Name / Ix Sigrature of Notay-Statef Fae_ede Date RYAN-PAQl.GILL `' NOTARY PUBLIC STATEPF;AAARYLAND My Commissioti Explres'May1`0, 2016 Owner/Agent is Personally Known to Me or Produced ID X_ Type of ID 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: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONINOb l • ti? - I f UTILITIES: ENGINEERING: COMMENTS: FIRE: Flood Zone: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Sr f(4-Ko Revised: June 30, 2015 Permit Application Johnson, JoAnn From: Johnson, JoAnn Sent: Thursday, August 11, 2016 8:35 AM To: aea1156@gmail.com' Cc: Cole, Monica Subject: 1012 Magnolia Ave rear door permit Attachments: Owner Builder State ment.9.09.pdf Mr. Albach, I've attached the required form for an owner builder permit. Please sign off on each block to the left of each statement and complete the information on the back. Once we receive the completed form, we can complete processing the permit, payment can be made and arrangements to pick up the permit to have it on the job site for an inspection. Additionally, Code Enforcement still has an active and open case, 16-000104 with additional items that need to be resolved. I've copied Monica Cole, the Code Enforcement office on this email so she can update you on the outstanding items on this case. Thank you. JoAnn M. Johnson. Permitting & Licensing Coordinator Building & Fire Prevention Division City of Sanford 300 N.111ark Avenue Sanford, FL 3277.1-1244 Phone: 407.688.5057 E1'ax: 407.688.5152 Joann. i ohnsona,sanfordfl.;;ov www.sanfordfl.gov Out of Office Dates: 144 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 ofiz_ the property listed, may act as my own contractor with certain restrictions even though I do not have a lice" e_ 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. T understand that, as an owner -builder, I am the responsible party of record on a permit. T understand that T tff ,_ r __1;21 f-im= +i 0 rick bly I;,y1, ving tht! permit flrct in his or her name instead of my own name. I also understand that a contractor is required by law to be ' 1 licensed in Florida and to list his or her license numbers on all pennit and contracts. I 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 IWIUCIIL. G UlUbL UC ILII Illy V 1 LL C VI Ltt.VUPJ My. IL May IIVI VG I/LLlll Vl bUl).11i Mdlly I 1tlIUMU 1V1 J V UI iilease. 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 frenue_nt nrartire of unlicensed twraonc to have the nronerty 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 3 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 i' under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation lUr WC C111p1Uy CC. 1 LUIVCIJL'anU L11aL my 1dii= LU 1U11VW LUCDe idWJ Uldy hubjecL Luc LU Scr'IUW1 linduciai risk T2ev. 9.14.2009 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, and 1 zoning regulations. I am of aware of construction practices and I have access to the Florida Building Codes. t I understand that I may obtain more information regarding my obligations as an employer from the Internal 7 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/ for more information about licensed contractors. 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 v_ mt sustain ac a rrsnit of n complaint_ Vow only remedv anamst an nnlir.nmed rnntrartnr may he in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an 111# individual or finn is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to lure 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: /(J!ll Y/V l//ZrJ T C 32771 T 1V 4/K C/ 1'/ F1 /c7l T'— do hrroh t ctatr that I am nnnlifir+d and capable of performing the requested construction involved with the permit application filed and agree to the conditions specified above. 0//; a, T o Hera 1 Form of Identification r/ IJ9%2y. 19A/LLry1 Must be Photo ID) A violation of this exemption is a misdemeanor of the first deeree 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 OL D to BUILDI; OF AS 0049MkMIT ., Application No: Documented Construction Value: $ Job Address: I t' I '2, I Y (. Historic I Parcel ID: 6 — ( ' %/i % C 1) Residenti Type of Work: New Addition Alteration Repair 10 Demo Ch Description of Work: Plan Review Contact Person: Phone: 2c25-73hZ5' Fax: a Name Street: City, State Zip: Name Street: UIL City, State Zip: Name: Street: City, St, Zip: Bonding Company: Address: Property Owner Inform m t: Yes No Commercial of Use Move Title: Ar. . za 3 n hone: 0 Resident of property? Contractor Information Phone: 4tq Fax: CIO)— 8 6 State License No.: Arch ite Engineer Information Phone: Fax: E-mail: Mortgage Lender: Address: WARNING TO OWNER: YOUIFAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPRPVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED 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: 5" Edition (2014) Florida Building Code Revised: June 30, 2015 Pennit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirem/daenorida Lien Law, FS 7 The City of Sanford requires payment of a plan review fee at the time of permit submittal. A cexecuted co act is required in order to calculate a plan review charge and will be considered the estimated construction ve job at t tme of submittal. The actual construction value will be figured based on the current ICC Valuation Table in etime permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contrathe al 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 e and that all work will be do i ompliance * It all applicable laws regulating construction a>. Owner/Agent' s Name RACHEL K. CARNICELLI i .•; W COMMISSKfN O.fF9464M EXPIRES JwAsary 03.2020 020 f10/)l9YOz63 FleN ft Z/Agent is ersonally Kn n to Me or Produced ID Type o ID Permits Required: Building Construction Type: Total Sq Ft of Bldg:1 r Si ure o ctor/Agent Date X " y We— ACoactor,/.Agent' s Name tatc of Florid Date COLLEEN C DOTY Notary Public - State of Florida Commission #t FF 215229 Ay Comm. E W. n to M o or FOR OFFICE USE ONLY Mechanical Plumbing Gas Roof Occupancy Use: Flood Zone: _ Min. Occupancy Load: New Construction: EleZes of Amps Fire Sprinkler Permit: No # of Heads APPROVALS: ZOWNG: GINEERING: COMMENTS: UTILITIES: FIRE: of Stories: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application BY THIS AGREFINIENT, GETTLE & ASSOCIATES INC. herein called "Contractor", and Sputter Inc. called "Client", agree as follows ARTICLE 1- {a) SCOPE OF CONTRACT, Contractor shall hmiish all Labor, tools and equipment to work in strict accordance with the contract documents. Replace Sliding Glass Door .4 b) TIME IS OF THE ESSENCE. Total project construction time is I days. c) TOTAL CONTRACT AMOUNT: $ 750.00 Paid upon completion d) THE WORK SHALL BE ACCOMPLISHED AT: 1012 S Magnolia AVE. ford 'Project'. the Sputter Inc. GETME & ASSOCIATES Inc. 188 S Shadowbay Blvd. 670 EAST MASON AVENUE Longwood F1 32779 / APOPKA, FLORIDA 32703 Authorized Sigmature, T" -Wfl-IiIKGe* AWident z3 ) 1 (f ; /-2 Date Dale - ' REQUIRED INSPECTION SEQUENCE BP#- IL- LS%A Addrovm- In.7 Min Max escriL?flon Tooter / SetbackIF-- Stemwall Foundation / Form. Board Survey Slab /-M6no SIab-Prepour Lintel / Tie Beam / Fill Down Cell Sheathing— Walls Sheathing — Roof Roof Dry- In Frame Insulation. Rough In Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Final Solar Final Roof Final Stucco1 Siding Insulation Final Final Utility Building Final Door Final Window - Final Screen Room Final Pool Screen Enclosure Mobile Home Building. Final Pre -Demo Final Demo Final Single Family Residence - Final Building (Other), lEL Z CMCW& F.F-WMLT.--1 - I-.,,- - - . --1----- - 11- - - 1 -1-------- - LMin I max, I Ens2ection D Electric, Uhderground Fboter / Slab Steel Bond Electric Rough T. U.G. Pre - Power Final Electric Final, Sp, Minn Max —Ins ectionDeser ttion Plumbing Underground Plumbing Sewer Plumbing Tub, Set Plumbing Final T XiEcuAmeAr- pumwi 11 Minn I Max- I Insuection Deqerintinn Minn I Max Mechanical Roug Mechanical Final'. Gas Unde Gas Roug Gas Final REVISED: June 2014 Florida $;=gilding Code Online littps://www.tloridabtiilding.org/pr/l)r_app_dtl.aspx?parain=w. F rj? wfllr aCIS Home Log In User Registration Hot Topics Submit Surcharge Slats R Facts Publications FBC Staff BCIS Site Map Links Search Business; Professional Product t °)USER: Public UserApproval 7,j Product approval Menu > Product or Annh-hon Search > Application List > Application Detail FL # FL11646-R6 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Atrium Companies Inc. Address/Phone/Email 300 Welcome Center Blvd. Welcome, NC 27374 336) 731-9550 tbatten@atriumwindows.com Authorized Signature Thomas Batten tbatten@atriumwindows.com Technical Representative Address/Phone/Email Quality Assurance Representative Tommy Smith Address/Phone/Email 300 Welcome Center Blvd. Welcome, NC 27374 336)764-6400 tommy.smith@atrium.com Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/1.S.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/11/2015 Date Validated 06/16/201S I of 3 02/2 3/2016 01:19 Pb Florida Building Code Online https://www.floridabu i lding.org/pr/pr_app_dtl.aspx?paranl=w.. Date Pending FBC Approval Date Approved 06/25/2015 Summary.of Products FL # Model, Number or Name 11646.1 311/312/378 Sliding Glass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: All doors shall utilize safety glazing in accordance with the FBC. All frame components are fabricated from extruded vinyl (PVC). 11646.2 i 332/388 Sliding Glass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: All doors shall utilize safety glazing in accordance with the FBC. All frame components are fabricated from extruded vinyl (PVC). Description R-PG35'-1797x2019 (71x80)-SD (311), R-PG35-2407x2019 95x80)-SD (312), R-PG30-1899x2426 (75x96)-SD (312), R-PG35-1829x2083(72x82)-SD (378) Certification Agency Certificate FL11646 R6 C CAC ADW-08 311 312 SD XO SD-R30 75x96 AAMA APC D2326.01-801-47-rO.odf FL11646 R6 C CAC ADW-08 311 312 SD XO SD-R35 71x80 AAMA APC D0985.01-801-47.pdf FL11646 R6 C CAC ADW-08 311 .',12 SD XO SD-R35 95x3O AAMA APC D0985.01-301-47.pdf FL11646 R6 C CAC ADW-08 311 SD XO SD-R35 72x80 Finless AAMA APC D6923.01-801-47.pdf FL116,16 R6 C CAC ADW-08 312 SD XO SD-R30 75x96 Finless AAMA APC D6923.01-801-47-r0.odf FL11646 R6 C CAC ADW-08 312 SD Y.0 SD-R35 95x80 Finless AAMA APC D6923.01-801-47.pdf FL11646 R6 C CAC ADW-08 378 SD XO SD-R35 72x62 AAFIA APC D0986.01-801-47.1)df FL11646 R6 C CAC ADW-08 378 SD XO SD-R35 72x82 Finless AAMA APC D6923.01-801-47.odf Quality Assurance Contract Expiration Date 08/28/2017 Installation Instructions FL11646 R6 II ATR023 SS 2015-06-06.pdf Verified By: Hermes F. Norero, P.E. FL PE #73778 Created by Independent Third Party: Yes Evaluation Reports FL11646 R6 AE PER3630 SS 2015-06-06.odf Created by Independent Third Party: Yes SD-R40 72 x 96 (388), SD-R50 72 x 82 (388), SD-R50 71 x 96 332), SD-R50 95 x 80 (332) Certification Agency Certificate FL11646 R6 C CAC AD`v'J-08 332 SD XO R50 71 x96 Fin AAMA I APC D5177.01-801-47.1)df FL11646 R6 C CAC ADW-08 332 SD XO R50 71x96 Finless AAMA APC D5177.01-801-47.1)df FL11646 R6 C CAC ADW-08 332 SD XO R50 95x8O Fin AAHA AFC D5177.01-801-47.pdf FL11646 R6 C CAC ADW-08 332 SD XO 1250 95x80 Finless AAMA APC D5177.01-601-47.pdf FL11646 R6 C CAC ADW-08 388 SD XO R40 72r.96 Fin AAMA APC D5179.01-301-47.1W FL11646 R6 C CAC ADW-03 388 SD XO R40 72x96 Finless AAMA APC D5179.01-801-47.pdf FL11646 R6 C CAC ADW-08 388 SD XO R50 72x32 Fin AAMA APC D5179.01-801-47.odf FL11646 R6 C CAC ADW-08 388 SD XO R50 72x82 Finless AAMA APC D5179.01-801-47.pdf Quality Assurance Contract Expiration Date 02/14/2018 Installation Instructions FL11646 R6 II ATR025 SS 2015-06-06.pdf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL11646 R6 AE PER3631 SS 2015-06-06.pdf C t A I d d tTh'dP Y 11646.3 4000/R4000 Sliding Glass Door, HP, XO Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: All doors shall utilize safety glazing in accordance with the FBC. All frame parts are fabricated from 6063-T5 extruded aluminum. rea e y n epen en Ir arty. es SD-R45-1829x2032 (72x8o) XO, SD-R20 2438 x 2438 (96 x 96) XO, SD-1130 1829 x 2438 (72 x 96) XO Certification Agency Certificate FL11646 R6 C CAC ADW-01 4000 SD XO SD-R20 96x96 AAA APC D2325.01-801-47.pdf FL11646 R6 C CAC ADW-01 4000 SD XO SD-R30 72x96 AAA APC D2325.01-301-47.pdf FL11646 R6 C CAC ADW-01 4000 SD XO SD-R45 72z80 AAA APC C3400.01-801-47.pdf Quality Assurance Contract Expiration Date 10/25/2016 Installation Instructions FL11646 R6 II ADW-01 4000 SD HP ASSY.pdf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: 2 of 3 02/23/2016 01:19 Plv Florida l3pilding Code Online https://www. flori dabu i ld ing.org/pr/pr_app_dt I.aspx?paraln=w. 11646.4 4000/114000 Sliding Glass Door, Standard, XO Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: All doors shall utilize safety glazing in accordance with the FBC. All frame parts are fabricated from 6063-TS extruded aluminum. Evaluation Reports Created by Independent Third Party: SD-R25-1829x2032(72x8o)XO Certification Agency Certificate FL11646 R6 C CAC ADW-01 4000 SD XO SD-R25 72x30 AAMA APC C3400.01-801-47.odf Quality Assurance Contract Expiration Date 10/25/2016 Installation Instructions FL11646 R6 11 ADW-01 4000 SD STD ASSY.odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: Back next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an WEED employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic 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 are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: T f El 0 sn urit,t: ur WEI 3 of 3 02/23/2016 01:19 PM AAMA Validator/Operations Administrator) CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION Atrium Windows & Doors 9001 Ambassador Rd. Dallas, TX 75247 Attn: Jason Seals The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTED AAMAIWDMA/CSA 101/I.S.2/A440-08 R-PG35*-1797x2019 (71x80)-SD COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED DESCRIPTION Atrium Windows & Doors 311/312 SGD FRAME PANEL 11634 PVC)(OX)(OG)(INS GL) 1797 mm x 2019 mm 927 mm x 1961 mm Code: ADW REINF)(ASTM) 5'11" x 6'8") 3'0" x 6'5") 2. This Certification will expire August 28, 2017 and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: Architectural Testing, Inc. Report No.: D0985.01-801-47 Date of Report: October 3, 2013 (Revised October 25, 2013) Date: November 7, 2013 Cc: AAMA JGS ACP-04 (Rev.1/11) Validated for Certification h, 'L;L A oci ted Laboratories, Inc. Authorized for Certification American Architectural Manufacturers Association INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHORS ARE 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. 3. -INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF t1/2 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 STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. NAILING FIN: FOR INSTALLATION INTO WOOD FRAMING USE #8 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1121NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. NAILING FIN: FOR INSTALLATION THROUGH STEEL STUD USE #8 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM PENETRATION BEYOND STEEL STRUCTURE. 7. THROUGH FRAME: FOR INSTALLATION INTO WOOD FRAMING USE #10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE 8. THROUGH FRAME: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3116 INCH DIAMETER ITW TAPCON OF SUFFICIENT LENGTH TO ACHIEVE 1114 INCH MINIMUM EMBEDMENT. 9. THROUGH FRAME: FOR INSTALLATION THROUGH STEEL STUD USE #10 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM PENETRATION BEYOND STEEL STRUCTURE. 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 IS MEASURED 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. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. STEEL - MINIMUM YIELD STRENGTH OF 33 KSI. MINIMUM WALL THICKNESS OF 33 MILS. (20 GAUGE) ATRIUM CORPORATION J 31113121378 SLIDING GLASS DOOR NON -IMPACT) AMB TOD9DA1LAS, TEXAS RTEXASPH:( 214)637.2696 FX:(214)424-6734 At GENERAL NOTES: S ZO w+wT mg OTo3mmJ1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND U., MANUFACTUREDTOCOMPLYWITHTHECURRENTFLORIDAm < C Z Q 12 < BUILDING CODE (FBC) AND THE CURRENT IRC/IBC, 9-3H E, EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING m 2 u~iw h m TO THE FOLLOWING: z31Z-1I' m a -; AAMA/ WDMA/CSA 301/I.S.2/A440.08 L93 L<]a o 2. ADEQUACY OF THE EXISTING STRUCTURAL j,j m a CONCRETE/ MASONRY, STEEL STUD, AND 2X FRAMING AS A _ a MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF 1.1 i e WITHSTANDING AND TRANSFERRING APPLIED PRODUCT n. W r^, LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD FOR THE PROJECT OF INSTALLATION. F- Q06 Oi i OJ7 N 0 o3. 1X 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. S. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: WHITE OR BEIGE VINYL 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 5 FOR GLAZING DETAIL. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 B INSTALLATION 6 GENERAL NOTES 2 B ELEVATIONS ANCHOR LAYOUTS 3 B ELEVATIONS ANCHOR LAYOUTS 4 B VERTICAL SECTIONS 5 B HORIZONTAL SECTIONS 6 GLAZING DETAL DESIGN PRESSURE RATING SIZE DESIGN PRESSURE PArsSILE IMPACT RATIN 95. 625" X 79.50" 35.0 / -35.0 PSF NOT RATED 75, 75" X 95.50" 30.0 / -30.0 PSF 71. 5625" X 79.50" 35.0 / -35.0 PSF 72" X 82" 35.0 / -35.0 PSF Digitally signed by Hermes F. Norero, P Reason: I am approving this document Date: 2015.06.06 17:36:32-04'00' to W O Z Z Z Z S V HO u UJ H LU H N U U V p V) O W LU 46 N V L0 GC L.) LL m L, LL q R QQ/ 31L* Ej Nz N. V t7DWG #: ATR023 SHEET: i OF 5 95.625" MAX. DOOR WIDTH r43. 625" MAX. D. L.O. WIDTH I BCG4 4 4 79. 50" MAX. D ,IX.. F "0" DOOR 5 5 HEIGHT yo' yo A 95. 50" MAX. DOOR HEIGHT DOOR WIDTH 33. 625" MAX. D. L.O. WIDTH kii ELEVATION 2. 50" MAX. FROM CORNERS, TYP. 2. 50" MAX. FROM T CORNERS, TYP. t 72. 4375" MAX. D. L.O. HEIGHT 88. 375" MAX. D. L.O. HEIGHT 10, 00" MAX. O. C., TYP. I ANCHOR LAYOUT 2MAX. FROM CORNERS, TYP. 2.50" MAX. OM L I CORNERS , TYP. T-}}f f i DP: +/- 2S PSF 10.00" MAX. H O. L.,TYP. ANCHOR LAYOUT DP: +/- 25 PSF 710.00" MAX. O.C., TYP. 0.00" MAX. O.C., TYR ATR Ja 1UM 9001 AMBASSADOR ROW OALLAS. TEXA5 75247 PH:(214) 637.2696 ":(214)424-6734 CL N m T m$ NCO j l9m{F-J=Y" lbkb IZ- I HM <1i Z S w n< ufm co Z N O Qa a w IaHliZDWG #: ATR023 SHEET: 2 OF 71.5625" MAX. d DOOR WIDTH 2.50" MAX. FROM 10.00" MAX. ATROUM MAX. CORNERS, TYP. {'-I O.C., TYP. D.L.O. WIDTH B G C 4 4 4 9001 AMBASSADOR NOW F DALLAS, TEXAS 732N 2,50" MAX. FROM PH:(2N)637.2696 FX:(21Q/2{-673A CORNERS, TYP. T af > mm 110.00" MAX. m h' o Q u m -' w 79.50' 72.375" O.C., TYP. kD j Z < < MAX. X„ O, MAX. X• 0^, Z > = 0 2 w mDOORDFED.L.O. M < HEIGHT 5 5 5 HEIGHT p wZ m w Z• w Lu o_ W Q x F3 w V H L 3 F co N A < O O 0 N 4 • O ELEVATION ANCHOR LAYOUT m V) DP:+/-35 PSF (n Z W W In Lb 72.00" MAX. 0 Z < vZDOORWIDTH 2.50" MAX. FROM 30.00" MAX. H O u W 36.75" MAX. CORNERS, TYP. O.C., TYP. H p O OD.L.O. WIDTH B G C > v p a j = N V- 2.50" MAX. FROM U Lo CORNERS, TYP. T LL LL0j00 o < m Z 82.00" 75.00" `%% MAX. X, O MAX. ..X.. O, 10.00" MAX. ` p -x DOOR D F E D.L.O. O.C., TYP. .` •• ' •• HEIGHT 5 5 5 HEIGHT poo• .LLO gV g _ z-i``zjj Till .• .Z v3. N A2: u Z ELEVATION ANCHOR LAYOUT DWG #: u DP: +/- 35 PSF A TR0 2 3 SHEET: 3 OF 5 3/4" MIN. 3/4" MIN. Ica 2X WOOD FRAME EDGE DISTANCE EDGE DISTANCE ATROUM BY OTHERS 10 PAN HEAD WOOD SCREW 10 TEK SCREW SHEATHING INSTALLATION ANCHOR INSTALLATION ANCHOR BY OTHERS EXTERIOR FINISH EXTERIOR OR ROWTEXAS75247 BY OTHERS 11/2" MIN. OTHERS THREE (3) THREADS PH: (2u) 6n4696 FX: (a4}i24-6734 pMIN. PENETRATION PERIMETER CAULK EMBEDMENT PERIMETER CAULK BEYOND STEEL STRUCTURE BY OTHERS f,'_' BY OTHERS O a m mp_ Mv) O a<Do x MAX. 1/4" MAX. n Ilk SPACE SHIM SPACE S 0 N H - '" io Z < p i V) T Np <^ H O.A. O.A. N ° m 5 w o m<sz DOOR EXTERIOR DOOR EXTERIORTSHHEIGHT tiie°pHEIGHT aSEEGLAZINGSEEGLAZING DETAIL DETAIL ao N0NTERIORINTERIOR VERTICAL SECTION VERTICAL SECTION Z W 4 2X WOOD FRAME - HEAD 4 STEEL STUD FRAME - HEAD O e2XWOODFRAME 11/2" MINBYHZv OTHERS. SHEATHING EMBEDMENT O w w EXTERIOR SEE GLAZING BY OTHERS 8 PAN HEAD WOOD SCREW H O DETAIL EXTERIOR FINISH INSTALLATION ANCHOR w v i o wBYOTHERS6, 3/4" MIN. w N PERIMETER CAULK EDGE DISTANCE m v O.A. INTERIOR BY OTHERS DOOR HEIGHT 0 m SEALANT OVER 1/4" MAX. 0 SCREW SHIM SPACE 1/4" MAX. SHIM SPACE O.A. Q • DOOR EXTERIOR HEIGHT 1 - PERIMETER SEALANT 1 I/4" MIN. SEE GLAZING J? Z v~i dj BY OTHERS DETAIL PRECAST SILT EMBEDMENT Q is i+'R BY OTHERS 2 1/2" MIN. EDGE 3/16" ITW TAPCON INTERIOR Q N' m X Z DISTANCE INSTALLATION ANCHOR a v n DWG#: TR0 2rk VERTICAL SECTION rG-- VERTICAL SECTION 4 CONCRETE -SILL 2X WOOD FRAME- HEAD A 3 SHEET: 4 OF 5ALTERNATEFININSTALLATION (TYP.) ZX WOOD FRAME BY OTHERS 10 PAN HEAD WOOD SCREW INSTALLATION ANCHOR 3/4" MIN. EDGE DISTANCE BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS a SEE GLl 11/2" MIN. EMBEDMENT 1/4" MAX ACE EXTERIOR 1 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE CAULK BETWEEN IX WOOD BUCK A INTERIOR CONCRETE/MASONRY BY OTHERS INTERIOR SEE GLAZING DETAIL i O.A. DOOR WIDTH g)HORIZONTAL SECTION 5 2X WOOD FRAME -JAMB INTERIOR SEE GLAZING DETAIL EXTERIOR HORIZONTAL SECTION 5 / MEETING STILE 2 1/2" MIN. EDGE DISTANCE 1 3/16" ITW TAPCON INSTALLATION ANCHOR SEE GLAZING DETAIL IX WOOD BUCK BY OTHERS (OPTIONAL) EXTERIOR EXTERIOR FINISH BY OTHERS PERIMETER CAULK O.A. DOOR WIDTH BY OTHERS E HORIZONTAL SECTION S CONCRETE/MASONRY-JAMB 0.8125" O.A. FINSULATED GLASS GLAZING TAPE a 0.5" GLASS I BITE I GLAZING DETAIL 1 NOTES: 1. GLASS THICKNESS AND TYPE SHALL COMPLY WITH ASTM E 1300 REQUIREMENT GLASS CHARTS. 2. ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OUTLINED IN THE CURRENT FBC. 9001 AMBASSADOR ROW DALLAS. TEXAS 75247 PH:(214)637.2696 FX:(214)424.6734 0 O o O m= aM Z w¢ Z Z 0NNN In Z in m MQm N m w0coZa N S uj <3 m G x a mO NO Z w w O th Z ZZ Z ¢ N o =Q 0w F--i „' ou u o w v) o w C.) O cD V LL- co DWG #: 5 OF 5 0 Florida B ilding Code Online https://www.floridabtiilding.oi-g/pi-/pr_al)p dtLaspx?param—w... P4r G f f"', 4 pp a Ni-1 Jam} l{ _ .,! S m, 4 i ) 1 d u _- ._... .. .........., ,x, ..,.-.. .,.. . „, „:.J f BCIS Home Log in User Registration Hot Topics - Submit Surcharge Slats R Facts Publications FBC Staff BCIS Site Map Links Search Business° Professional USER.bl,cU-erApproval Product Ao Pro.al Hen. > Product or.Apnhcation Search > Application List > Application Detail FL k FL11646-R6 Application Type Revision Code Version 2014 Application Status Approved Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived Product Manufacturer Atrium Companies Inc. Address/Phone/Email 300 Welcome Center Blvd. Welcome, NC 27374 336) 731-9550 tbatten@atriumwindows.com Authorized Signature Thomas Batten tbatten@atriumwindows.com Technical Representative Address/Phone/Email Quality Assurance Representative Tommy Smith Address/Phone/Email 300 Welcome Center Blvd. Welcome, NC 27374 336)764-6400 tommy.smith@atrium.com Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency American Architectural Manufacturers Association Validated By American Architectural Manufacturers Association Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2005 AAMA/WDMA/CSA 101/I.S.2/A440 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/11/201S Date Validated 06/16/201S I of 3 02/23/2016 0l : l Q PM Florida Bijilding Code Online https://www.floridabuilding.org/pr/pr app dtl.aspx?param=w... Date Pending FBC Approval Date Approved 06/25/2015 Summary of Products FL # Model, Number or Name 11646.1 311/312/378 Sliding Glass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: All doors shall utilize safety glazing in accordance with the FBC. All frame components are fabricated from extruded vinyl (PVC). 11646.2 332/388 Sliding Glass Door Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: All doors shall utilize safety glazing in accordance with the FBC. All frame components are fabricated from extruded vinyl (PVC). 11646.3 4000/R4000 Sliding Glass Door, HP, XO Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: All doors shall utilize safety glazing in accordance with the FBC_ All frame parts are fabricated from 6063-T5 extruded aluminum. Description R-PG35*-1797x2019 (71x80)-SD (311), R-PG35-2407x2019 95x80)-SD (312), R-PG30-1899x2426 (75x96)-SD (312), R-PG35-1829x2083 (72x82)-SD (378) Certification Agency Certificate FL11646 R6 C CAC ADW-08 3.1.1 312 SD XO SD-1230 75x% AAMA APC D2326.01-801-47-r0.pdf FL11646 R6 C CAC ADW-08 311 312 SD XO SD-R35 7ix80 AAMA APC D0985.01-801-47.0df FL11646 R6 C CAC ADW-03 311 312 SO XO SD-R35 95x80 AAMA APC D0985.01-801-47.ndf FL11646 R6 C CAC ADW-08 311 SD XO SD-R35 72x8(,' Finless AAMA APC D6923.01-801-47 odf FI_11646 R6 C CAC ADW-08 3:12 SD XO SD-R30 75x96 Finless AAMA APC D6923.01-801-47-r0.odf FL11646 R6 C CAC ADW-08 312 SD XO SD-R35 95x80 Finless AAMA APC D6923.01-801- 17.1)df FL11646 R6 C CAC ADW-08 378 SD XO SD-R35 72x62 AAHA APC D0986.01-801-47.Ddf FL11646 R6 C CAC ADW-08 378 SD XO SD-R35 72x82 Finless AAMA APC D6923.01-801-47.odf Quality Assurance Contract Expiration Date 08/28/2017 Installation Instructions FL11646 R6 II ATRO23 SS 2015-06-06.edf Verified By: Hermes F. Norero, P.E. FL PE #73778 Created by Independent Third Party: Yes Evaluation Reports FL11646 R6 AE PER3630 SS 2015-06-06.pdf Created by Independent Third Party: Yes SD-R40 72 x 96 (388), SD-R50 72 x 82 (388), SD-R50 71 x 96 332), SD-R50 95 x 80 (332) Certification Agency Certificate FL11.646 R6 C CAC ADW-08 332 SD XO RSO 71x96 Fin AAHA APC D5177.01-801-47.pdf FL11646 R6 C CAC ADW-08 332 SD XO R50 71.x96 Finless AAMA APC D5177.01-801-47.pdf FL11646 R6 C CAC ADW-06 332 SD XO R50 95x80 Fin AAMA APC D5177.01-80t-47.pdf ---- FL11646 R6 C CAC ADW-08 332 SD XO R50 95x80 Finless AAMA APC D5177.01-80:1-47.odf FL11646 R6 C CAC ADW-08 388 SD XO R40 72x96 Fw AAMA APC D5179.01-801-47.pdf FL11646 R6 C CAC ADW-08 388 SD XO R40 72x96 Finless AAMA APC D5179.01-801-47.1)df FL-11646 R6 C CAC ADW-08 388 SD XO R50 72x82 Fin AAMA APC D51.79.01-80t-47.pdf — — FL11646 R6 C CAC ADW-08 388 SD XO R50 72x82 Finless AAMA APC D5179.01-801.-47.pcif Quality Assurance Contract Expiration Date 02/14/2018 Installation Instructions FL11646 R6 11 ATR025 SS 2015-06-06.pdf Verified By: Hermes F. Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL11646 R6 AE PER3631 SS 2015-06-06.pdf Created by Independent Third Party: Yes SD-R45 1829x2032 (72x80) XO, SD-R20 2438 x 2438 (96 x 96) XO, SD-R30 1829 x 2438 (72 x 96) XO Certification Agency Certificate FL11.646 R6 C CAC ADW-01 4000 SD XO SD-R20 96x95 AAA APC D2325.01-801-47.pdf FL11646 R6 C CAC ADV4-01 4000 SD XO SD-R30 72x96 AAA APC D2325.01-801-47.pdf FL11646 R6 C CAC ADW-01 4000 SD XO SD-R45 72x80 AAA APC C3400.01-801-47.pdf Quality Assurance Contract Expiration Date 10/25/2016 Installation Instructions FL11646 R6 I1 ADVJ-01 -1000 SD HP ASSY odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: 2 of 3 02/23/2016 01:19 PM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.aspx°param=w... 11646.4 4000/R4000 Sliding Glass Door, Standard, XO i Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: N/A Other: All doors shall utilize safety glazing in accordance with the FBC. All frame parts are fabricated from 6063-T5 extruded aluminum. Evaluation Reports - Created by Independent Third Party: SD-R25-1829x2032 (72x80) XO Certification Agency Certificate FL11646 R6 C CAC ADW-01 4000 SD XO SD-R25 72x80 AAMA APC C3400.01-801-47.odf Quality Assurance Contract Expiration Date 10/25/2016 h ! Installation Instructions FL11646 R6 II ADW-01 4000 SD S"ID ASSy odf Verified By: American Architectural Manufacturers Association Created by Independent Third Party: Evaluation Reports Created by Independent Third Party: eack Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement under Florida law, e ail addresses are public records. If you do not want your e-mail address released in response to a public -records request, do nor 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(i), 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 click here . Product Approval Accepts: g ® O ,„; zc 3 of 3 02/23/2016 01:19 PM Validator / Operations Administrator) Atrium Windows & Doors 9001 Ambassador Rd. Dallas, TX 75247 Attn: Jason Seals AAMA CERTIFICATION PROGRAM AUTHORIZATION FOR PRODUCT CERTIFICATION The product described below is hereby approved for listing in the next issue of the AAMA Certified Products Directory. The approval is based on successful completion of tests, and the reporting to the Administrator of the results of tests, accompanied by related drawings, by an AAMA Accredited Laboratory. 1. The listing below will be added to the next published AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTED AAMA/WDMA/CSA 101/I.S.2/A440-08 R-PG35'-1797x2019 (71x80)-SD COMPANY AND CODE CPD NO. SERIES MODEL & PRODUCT MAXIMUM SIZE TESTED DESCRIPTION Atrium Windows & Doors 311/312 SGD FRAME PANEL Code: ADW 11634 PVC)(OX)(OG)(INS GL) 1797 mm x 2019 mm 927 mm x 1961 mm REINF)(ASTM) 5'11" x 6'8") 3'0" x 6'5") 2. This Certification will expire August 28, 2017 and requires validation until then by continued listing in the current AAMA Certified Products Directory. 3. Product Tested and Reported by: Architectural Testing, Inc. Report No.: D0985.01-801-47 Date of Report: October 3, 2013 (Revised October 25, 2013) Date: November 7, 2013 Cc: AAMA JGS ACP-04 (Rev.1/11) Validated for Certification h , 'k-L A oci ted Laboratories, Inc. Authorized for Certification American Architectural Manufacturers Association INSTALLATION NOTES: 1. ONE (1) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION SHOWN, 2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED 15 THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR PRODUCT INSTALLATION. 3. •INSTALL INDIVIDUAL INSTALLATION ANCHORS WITHIN A TOLERANCE OF±1/2INCH 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 STACK TO BE 1/4 INCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER. S. NAILING FIN: FOR INSTALLATION INTO WOOD FRAMING USE #8 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1112 INCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE. 6. NAILING FIN: FOR INSTALLATION THROUGH STEEL STUD USE #8 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM PENETRATION BEYOND STEEL STRUCTURE. 7. THROUGH FRAME: FOR INSTALLATION INTO WOOD FRAMING USE #10 WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 1121NCH MINIMUM EMBEDMENT INTO WOOD SUBSTRATE 8. THROUGH FRAME: FOR INSTALLATION THROUGH 1X BUCK TO CONCRETE/MASONRY, OR DIRECTLY INTO CONCRETE/MASONRY, USE 3116 INCH DIAMETER ITW TAPCON OF SUFFICIENT LENGTH TO ACHIEVE 1114 INCH MINIMUM EMBEDMENT, 9. THROUGH FRAME: FOR INSTALLATION THROUGH STEEL STUD USE #10 SELF -TAPPING SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM PENETRATION BEYOND STEEL STRUCTURE. 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 DISTANCEIS MEASURED 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- MINI M UM SPECIFIC GRAVITY OF 0.55. B. CONCRETE -MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI. C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER). D. STEEL- MINIMUM YIELD STRENGTH OF 33 KSL MINIMUM WALL THICKNESS OF 33 MILS. (20 GAUGE) 31113121378 SLIDING GLASS DOOR NON -IMPACT) GENERAL NOTES: 1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH THE CURRENT FLORIDA BUILDING CODE (FBC) AND THE CURRENT IRC/IBC, EXCLUDING HVHZ AND HAS BEEN EVALUATED ACCORDING TO THE FOLLOWING: AAMA/WDMA/CSA 101/I.S.2/A440-08 2. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY, STEEL STUD, 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. 1X 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, 5. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED ON THIS PRODUCT IN AREAS REQUIRING IMPACT RESISTANCE. 6. WINDOW FRAME MATERIAL: WHITE OR BEIGE VINYL 7. GLASS MEETS THE REQUIREMENTS OF ASTM E 1300 GLASS CHARTS. SEE SHEET 5 FOR GLAZING DETAIL. TABLE OF CONTENTS SHEET REVISION SHEET DESCRIPTION 1 B INSTALLATION A GENERAL NOTES 2 B ELEVATIONS 6 ANCHOR LAYOUTS 3 B ELEVATIONS d ANCHOR LAYOUTS 4 B VERTICAL SECTIONS 5 B HORIZONTAL SECTIONS A GLAZING DETAL DESIGN PRESSURE RATING SIZE DESIGN PRESSURE MISSILE IMPACT RATIN 95.625" X 79.50" 35.0 / -35.0 PSF NOT RATED 75.75" X 95,50" 30.0 / -30.0 PSF 71.5625" X 79.50" 35.0 / -35.0 PSF 72" X 82" 35.0 / -35.0 P5F A 9001 AMBA55ADOR ROW DALLAS, TEXA5 75247 PH: (214) 637-2696 FX:(214)424-6734 a am m$ O wm= am LLH M Z n Z ZZ V m a IDe L3 H w Zd pm„J, m < m mO Z LU W Z O ZZ 2 F--1 z 2 u V UjQ LU O V w VV) O W 0 O 1cl tmi m w U — L DWG #: Digitally signed by Hermes F. Norero, P.E ATR02,: Reason: I am approving this document SHEET: 1 OF 5Date: 2015.06.06 17:36:32-04'00' 1 V) F— Z 95.625" MAX. DOOR WIDTH 2.50" MAX. FROM 43.625" MAX. CORNERS, TYP. B C G D.L.O. WIDTH I F. 4 4 4 2.50" MAX. FROM CORNERS, TYP. 79.50" 72.4375" MAX. D ,X„ F ,0,. E MAX. DOOR 5 5 5 D.L.O. HEIGHT HEIGHT ELEVATIO 75.75" MAX. DOOR WIDTH 33.625" MAX. D.L.O. WIDTH B G C a a a 7 95.50" MAX. DOOR HEIGHT D F 5 5 ELEVATION 10,00" MAX. O.C., TYP. 1 ( I —I ANCHOR LAYOUT DP: +/- 25 PSF 2.50" MAX. FROM 10.00" MAX. CORNERS, TYP. O.C.,TYP. L 2.50" MAX. FROM CORNERS, TYP. 88.375" MAX. E D.L.O. HEIGHT Lall ANCHOR LAYOUT DP: +/- 25 PSF f0.0 MAX. O.C., TYP. 10.0 MAX. O.C., TYP. 9001 AMBASSADOR ROW DALLAS, TE-75247 9H.(214)637-2696 W(214)424-6734 C) a <m m $$ mV) 'n0 M a M N p LUmm= Zap.. m H W Z V m J e ZdJ y mw OaRD <m a Ul w zw D O Z Z Z H o = LU v ow Ha4 pO O Oe v w v"i o w ix o o M m U w [n1L F fl,11:02"Iff P-11) Z I DWG #: ATR023 SHEET: 2 OF 5 u 71.5625" MAX. DOOR WIDTH 31.625" MAX. D.L.O. WIDTH B 4 79.50" MAX. DOOR HEIGHT ELEVATION 72.00" MAX. DOOR WIDTH 36.75" MAX. D.L.O. WIDTH B G C 4 4 4 82.00" MAX. DOOR D F HEIGHT 5 5 L v ELEVATION 72.375" MAX. D.L.O. HEIGHT 2.50" MAX. FROM CORNERS ,TYP. 2MAX. FROM CORNERS TYP. T I II i 10, 00" MAX. O. C., TYP. ANCHOR LAYOUT 10. 0MAX. C.., OTYP. lakMou 9001 AMRA55ADQR ROW DALLAS. TEX45 75247 PH: (214)637- 2696 FX:(214)424- 734 Q a m mV) NJZ j w mU.. de°L x1Z4H+< m H w 2 N OR w G m W ohm am m1J J t ad W I jOp N O O N O O DP: +/- 35PSF Lu Zlb w Z OZ H Z = 2. 50" MAX. FROM 10.00" MAX. O V Lu CORNERS, TYP. O. C., TYP. H w H p O V p w1n O w Lu 2.50" MAX. FROM v ~n CORNERS, TYP. In V co 6 < m75. 00' Z MAX! X'. 0 10.00" MAX. ```O D.L.O. O.C., TYP. •` F ,•......,•• HEIGHT Oo'iu,` U'.......LL °^ 2-. 7 rr a 00, to ; U. U1 1.z.. r R rl-): 3(Z VANCHOR LAYOUT DWG#: DP: +/- 35 PSF A TR0 2 3 SHEET: 3 OF 5 2X WOOD FRAME BY OTHERS SHEATHING BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS O.A. DOOR EXTERIOR HEIGHT 3/4" MIN. EDGE DISTANCE 10 PAN HEAD WOOD SCREW INSTALLATION ANCHOR 1 1/2" MIN. F-EMBEDMENT 1/4" MAX. lu SHIM SPACE ILOW-" I `i\P I SEE GLAZING DETAIL INTERIOR 4 VERTICAL SECTION D EXTERIOR SEE GLAZING DETAIL O.A. DOOR ( ) INTERIOR HEIGHT \ J 0 SEALANTOVER u 0 SCREW 1/4" MAX. SHIM SPACE s., PERIMETER SEALANT BY OTHERS 1 1/4" MIN. PRECAST SILL EMBEDMENT BY OTHERS 3/16" ITW TAPCON2I/2" MIN. EDGE DISTANCE INSTALLATION ANCHOR A) VERTICAL SECTION 4 CONCRETE - SILL 10 TEK SCREW INSTALLATION ANCHOR EXTERIOR FINISH BY OTHERS PERIME YECAULKOTHERS `> O.A. DOOR EXTERIOR HEIGHT I \ 3/4" MIN. EDGE DISTANCE THREE(3)THREADS MIN. PENETRATION BEYOND STEEL STRUCTURE 1/4" MAX. SHIM SPACE SEE GLAZING DETAIL INTERIOR VERTICAL SECTION 4 STEEL STUD FRAME - HEAD 2X WOOD FRAME 11/2" MIN. BY OTHERS EMBEDMENT SHEATHING BY OTHERS 8 PAN HEAD WOOD SCREW EXTERIOR FINISH INSTALLATION ANCHOR BY OTHERS 3/4" MIN. PERIMETER CAULK EDGE DISTANCE BY OTHERS I/4" MAX. SHIM SPACE O.A. DOOR EXTERIOR HEIGHT SEE GLAZING DETAIL INTERIOR VERTICAL SECTION 4 2X WOOD FRAME- HEAD ALTERNATE FIN INSTALLATION (TYP.) M AMBA 55ADOR ROW DALLA5. TEXAc 75247 PH: (214)63]-2696 FX.(214)424-6734 o m 8Q op Z C)= M N 0 cV m Jam. w m LL m NJCw U m ( S Vic ml9ZQI— Z< m~ 10 Z N m p m Lu P e w w< Drn Qm pq in m a wi a F o6 N Q o 0 p N D J m Zw w z' O ZZ Z Q H oLLJ H o 0 U O wv) o p w o o H m wV Ep O' 09ri._ uj u L UN g 1.•' w N Q N HI p U DWG #: ATR023 SHEET: 4 OF 5 2X WOOD FRAME BY OTHERS 10 PAN HEAD WOOD SCREW INSTALLATION ANCHOR 3/4" MIN. EDGE DISTANCE BY OTHERS EXTERIOR FINISH BY OTHERS PERIMETER CAULK BY OTHERS f O.A. DOOR WIDTH ORIZONTAL SECTION FRAME2XWOOD 1 1/2" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE INTERIOR 1- ,== 1 1 lz — E GLAZING EXTERIOR INTERIOR SEE GLAZING DETAIL SEE GLAZING DETAIL EXTERIOR HORIZONTAL SECTION MEETING STILE AM TM 1 1/4" MIN. EMBEDMENT 1/4" MAX. SHIM SPACE CAULK BETWEEN 1X WOOD BUCK d 9001 AMBASSADOR ROW CONCRETE/MASONRY BY OTHERS DALLA5. TEXA575247 PK (214) 637-2696 FX.(214)424-6734 INTERIOR 2 1/2" MIN. EDGE ' Q p H a m om q DISTANCE RD... is. m;Nww o<LLq z Ma NtD T H p Hmm ZoMCtl111 N <3 m Q m3/16 ITW TAPCON ui INSTALLATION ANCHOR 0 a1wcc SEE GLAZING DETAIL 1X WOOD BUCK BY OTHERS(OPTION < o 0 J! a 'o EXTERIOR EXTERIOR FINISH BY OTHERS m PERIMETER CAULK O.A. DOOR WIDTH BY OTHERS -''- • Y w t w v1 rE HORIZONTAL SECTION' ,O Z Q 5 CONCRETE/MASONRY - JAMB tK°° O v o w O U 0,8125" O.A. w w o w INSULATED GLA55 (Y o u LO On u LL mLL GLAZING TAPE Z < co a0. 5" GLASS I BITE GLAZING DETAIL 1 •.• . ; n NOTES: w'tm 1. GLASS THICKNESS AND TYPE SHALL COMPLY WITH ASTM E 1300 = Z REQUIREMENT GLASS CHARTS. a c o u v) 2. ALL GLAZING CONFIGURATIONS SHALL COMPLY WITH SAFETY DWG #: GLAZING REQUIREMENTS OUTLINED IN THE CURRENT FBC. TRH ^ SHEET: 5 OF 5 RECORD COPY City of Sanford Building and Fire Prevention PERMIT CONDITIONS Application #: 16-634 Address: 1012 Magnolia Ave Description of Work: Door These comments are provided for the permit listed above only. This sheet must remain with the approved set of plans and be made available to the inspector at the time of inspection. All conditions must be met and strictly adhered to. Scope of Work Replace Rear Door Conditions Permit is limited to the installation of the rear door only. Any additional work will require a separate permit or a revision, pulled by a properly licensed contractor for the type of work. H7STOM PERMIT All work mast be done in strict accordance with the Approved Certificate of Appropriateness Baiming does not approve any work OUW& this scope permit Appiicnt is soley responsible for compliance REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER DATE 16-634 SANFORD BUILDING DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A 1_I(;ENSE TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES. NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REOUIRING A CORRECTION OF ERRORS IN PLANS, CONSTRUCTION OR VIOLATIONS OF THIS CODE If you experience any difficulty, please call 407.688.5150 for assistance. RECORD COPY 1877- CERTIFICATE OF APPROPRIATENESS HISTORIC PRESERVATION BOARD CITY OF SA N FO R D HISTORIC PERMIT All work must be doneM strict accordance with the 300 S. Park Avenue A cectiticate ofAppropriateness Iding does not approve any work euWde this scope Sanford, Florida 32WQh1AWHcw is sole respmflge for a mpliance 407.688.5145 e wwW.sanfo,rdfl.gov/HP THIS DOCUMENT MUST BE POSTED AT ALL TIMESUNTIL, PROJECT IS COMPLETED. ISSUED TO: DATE ISSUED: Andrew Albach June 23, 2016_ , for 1012 Magnolia Avenue DATE EXPIRES: Sanford, FL 32771 December 23, 2016 BP# 16-1214 Approved to install wood doors on rear elevation to replace non -approved sliding glass doors. Wood doors to match design depicted in Figure 1, to be installed in location shown in Figure 2. p PAR, Christine Dalton, AICP Historic Preservation Officer/Community Planner # 1 6 - 6 3 +' Please be advised it is the owner and/or agent's responsibility to notify staff of any potential changes from the approved COA that arise and obtain approval prior to commencing the changes. This Certificate of ' Appropriateness does not constitute final development approval. The applicant is responsible for °obtaining, all necessary permits and approvals from applicable departments before initiating de lopment. " IS A BUILDING PERMIT REQUIRED OR E ACTIVITY LISTED ABO VET L' YES 'NO Building Department Representative APPLICATION # 31 FOR A CERTIFICATE OF APPROPRIATENESS Answer all the questions on this form and submit all, required attachments. Incomplete applications will not be reviewed. If you have questions about application requirements contact the Historic Preservation Officer at 407.688.5145 to ensure your application Its complete. General Information Downtown Commercial Historic District [Residential Historic District Is this a retroactive request? Yes Do Is this application .filed inresponse to a Notice ui Violation from the Code Eniorceinerd Department? Yes &No Proposed. improvements will affect the following elevations: North South East West Property Address: 10 % 3, S, M A-& u tl 3 s 1 Property Owner I ormation e , Print Name: 03 1(t - Mailing Address: Phone: `% 61- Applicant/ Agent Print Name: Mailing Address: Phone: ol•- nature: BY SIGNING BELOW YOU ACKNOWLEDGE THAT A BUILDING PERMIT MAY BE REQUIRED FOR THE SCOPE OF WORK LISTED BELOW. YOU MUST CONTACT THE BUILDING DEPARTMENT TO DETERMINE IF A BUILDING PERMIT IS REQUIRED. FAILURE TO OBTAIN A BUILDING PERMIT OR DEVIATION FROM AN APPROVED CERTIFICATE OF APPROPRIATENESS WILL RESULT IN A STOP WORK ORDER, DOUBLE PERMIT FEES, AND POTENTIAL FINES. BY SIGNING BELOW, YOU ALSO ACKNOWLEDGE THAT THE INFORMATION CONTAINED IN THIS APPLICATION IS TRUE AND ACCURATE TO THE BEST OF YOUR KNOWLEDGE. Signature: _`* - ^ ( \/, Date, 1 tk u Yes, I would you like to receive emails regarding Historic Preservation and Community Planning within your community. Description of proposed work Completely describe the entire scope of work, including changes in material and color, and methods that will be used to accomplish the proposed work. For large projects an itemized list is required. Use the reverse side if°necessary. HISTORIC PRESERVATION BOARD • 300 N. Park Avenue • Sanford, Florida 32171 • 407..688.5145 • www.sanfordn,govlHP SPECIFICATIONS For wood doors, all riverall measurements include stick inqJ1 Thicknesses C Stiles 4.11211 Top Rail 4-1/2" Bottom Rail 9-V4" Glass Options its" CLEAR SGM Sticking OVOLO Width 2' 6" 12'8" 13' Height 6 8" Custom jambs, brick golds,astragals and sills are availahle in the same species to rr.#,ch your wood door. DOOR SELECTION GUIDE You can always custornize any of our duoFs to your exact specifications. r._ l C. ; M _ __ _ _._ , Page 1 of 3 RECORD COPY BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff ( BCIS Site Map Links Search Florida P g}Product Approval USER: Public User fleis to Product Approval Menu > Product or Application Search > Application List > Application Detail i 4t FL # FL13137-R2 Application Type Revision Code Version 2014 HISTORIC PERMIT Application Status Approved All work —..# be done Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email m strict accordance with the Approved Certificate of Appropriateness Building does not approve any work outside this scope C Permit Applicant is soley responsible for compliance Rogue Valley Door 123 NE Beacon Drive Grants Pass, OR 97526 541)479-5354 Ext117 ry@rvsdoor.com Vivian Wright rickw@rwbldgconsultants.com a 1 6 - 6 3.4 Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer lJ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt, P.E. the Evaluation Report Florida License PE-43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2016 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL13137 R2 COI CERTIFICATE OF INDEPENDENCE.pdf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard AAMA/W DMA/CSA101/I. S.2/A440 ASTM E330 Florida Licensed Professional Engineer or Architect FL13137 R2 Eouiv Eouivalencv Of Standards.pdf Year 2005 1997 8/8/2016 Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 10/19/2015 Date Validated 10/20/2015 Date Pending FBC Approval 10/21/2015 Date Approved 12/15/2015 Summary of Products FL # Model, Number or Name Description 13137.1 a. Glazed or Opaque Wood Door Up to a 3'6 x 8'0 Non -impact Stile and Rail Wood Door - Opaque or Glazed 3/4 Lite Insulated Glass with or without Non -impact Insulated Glass Sidelites - (X, XO or OX, OXO Configurations) Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No FL13137 R2 II Inst 13137.1.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 13137.1 for Design Pressure Ratings, any FL13137 R2 AE Eval 1313.1.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 13137.2 b. Glazed or Opaque Wood Door Up to a 3'0 x 8'0 Non -impact Stile and Rail Wood Door - Opaque or Glazed Full Lite Insulated Glass with or without Non -impact Insulated Glass Sidelites - (X, XO or OX, OXO Configurations) Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No FL13137 R2 II Inst 13137.2.1)df Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 13137.2 for Design Pressure Ratings, any FL13137 R2 AE Eval 1313.2.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 13137.3 c. Glazed or Opaque Wood Door Up to a 6'0 x 8'0 Non -impact Stile and Rail Wood Door - Opaque or Glazed Full Lite Insulated Glass with or without Non -impact Insulated Glass Sidelites - (XX or OXXO Configurations) Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No FL13137 R2 II Inst 13137.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 13137.3 for Design Pressure Ratings, any FL13137 R2 AE Eval 1313.3.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 13137.4 d. Glazed or Opaque Wood Door Up to a 3'6 x 8'0 Non -impact Stile and Rail Wood Door with Transom - Opaque or Glazed 3/4 Lite Insulated Glass with or without Non -impact Insulated Glass Sidelites - (O/X, O/XO or O/OX, O/OXO Configurations) Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No FL13137 R2 II Inst 13137.4.0f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 13137.4 for Design Pressure Ratings, any FL13137 R2 AE Eval 1313.4.0 additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 13137.5 e. Glazed or Opaque Wood Door Up to a 3'0 x 8'0 Non -impact Stile and Rail Wood Door with Transom - Opaque or Glazed 3/4 Lite Insulated Glass with or without Non -impact Insulated Glass Sidelites - (O/X, O/XO or O/OX, O/OXO Configurations) Inswing or Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No FL13137 R2 II Inst 13137.5.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 13137.5 for Design Pressure Ratings, any FL13137 R2 AE Eval 1313.5.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 13137.6 f. Glazed Wood Door Up to a 3'0 x 8'0 Non -impact Stile and Rail Monolithic Glazed Wood Door - Full Lite or 18 Lite - (X Configurations) 8/8/2016 Page 3 of 3 Limits of Use Installation Instructions Approved for use in HVHZ: No FL13137 R2 II Inst 13137.6.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 13137.6 for Design Pressure Ratings, any FL13137 R2 AE Eval 1313.6.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 13137.7 g. Glazed Wood Door Up to a 3'0 x 8'0 Non -impact Stile and Rail Monolithic Glazed Wood Door - Full Lite or 18 Lite with Sidelite - (XO or OX Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL13137 R2 II Inst 13137.7.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 13137.7 for Design Pressure Ratings, any FL13137 R2 AE Eval 1313.7.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 13137.8 h. Glazed Wood Door Up to a 3'0 x 8'0 Non -impact Stile and Rail Monolithic Glazed Wood Door - Full Lite or 18 Lite with Sidelites - (OXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL13137 R2 II Inst 13137.8.Ddf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 13137.8 for Design Pressure Ratings, any FL13137 R2 AE Eval 1313.8.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 13137.9 i. Glazed Wood Door Up to a 6'0 x 8'0 Non -impact Stile and Rail Monolithic Glazed Wood Door - Full Lite or 18 Lite - (XX Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL13137 R2 II Inst 13137.9.0f Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 13137.9 for Design Pressure Ratings, any FL13137 R2 AE Eval 1313.9.0f additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 13137.10 j. Glazed Wood Door Up to a 6'0 x 8'0 Non -impact Stile and Rail Monolithic Glazed Wood Door with Sidelites - Full Lite or 18 Lite - (OXXO Configurations) Limits of Use Installation Instructions Approved for use in HVHZ: No FL13137 R2 II Inst 13137.10.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 13137.10 for Design Pressure Ratings, FL13137 R2 AE Eval 1313.10.1)df any additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: 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 are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: Credit! we_tETRIGSk 8/ 8/2016 I FAIJNFIA. 123 NE Beacon Dr. Grants Pass, OR 97526 GLAZED WOOD DOUBLE DOOR INSWING / OUTSWING NON -IMPACT" GENERAL NOTES 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code FBC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 4. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET i DESCRIPTION I Typical elevation, design pressures & general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical cross sections 5 Buck & frame anchoring - 2X buck masonry construction 6 Frame anchoring - I X buck masonry construction 7 Bill of materials, glazing detail & components 74.31"MAX. OVERALL FRAME WIDTH +{ I mill 1518 TRUE DIVIDED LITE SHOWN 1501 FULL LITE ALSO APPROVED) QV fG1ki1 1htAX• Gi SS DEStt3AI T'RESSSJRrz iPsfi,' i°OSffIVE t+TEGATNE, DtM.tfiTSK)IV,;' AfM;wNSIQTV 1YPE 1501 PULL LITE 74.31" x 97.50" 27.00" x 81.36' 47.0 47.0 G1 1518 TRUE 7431" x 97.50" 8.17" x 12.52' 47.0 47.0 DIVIDEDLITEsrur• N.T.S. M. AL cHK W. LFS FL- 13137.9 ar 1 of 7 EXTERIOR INTERIOR r1-'\ HORIZONTAL CROSS SECTION 2 36.00" MAX. OVERALL PANEL WIDTH F r 2 v w a aFY, OikO O 1 a 2 i DOOR PANEL 1518 true dNided Ste sa 36 U MAX. OVERALL PANEL WIDTH i DOOR PANEL 1501 M ke EXTERIOR NOTE 1 17 VGI 3 INTERIORERIOR SEE 17 NOTE i INTERIOR 1 NC 3 2 HORIZONTAL CROSS SECTION 2 4 VEIMCAL CROSS SECTION 2 INTERIOR F —1.75" S BOTTOM RAIL NOTE: 1. Staples located 1" from each end and 4" o.c. thereafter so NOTE f IIh— 0.375- S GLASS STOP EXTERIOR cro n So 5C J ZmQ WW a o I N.T.S. DM. owc. W. AL, a+K BY. LFS 3 VERTICAL CROSS SECTION a:A c o.. 2 FL-13137.9 sHEM _L or 7 E 4 4 10 u„ & Mh 7 e ZEXTERIORo U N ° gE 9 16 NOTE: INTERIOR v '' 1 q E u1. Attach astragal to the lock stile 3 X 2 X 3 3 of the secondary panel with 3 4 screws (#10%2-1/7pfh) 1"from eeachendandB" o.c. 7 p f C ao FF m U 1-1/4 MIN. o a EMB. (TYP.) N z E l2, HORIZONTALCROSS SECTION o m 3 4 shown w/ IX sub -buck E o 4 4 a a m B10 13 10SEE B g 11 11 EXTERIOR 1 8 NOTE 1 EXTERIOR 11 11 8 a q c N O U7 e q i INTERIOR q 1 INTERIOR o z w 4 ° ad 7 24 7 i IT 2HORIZONTALCROSSSECTIONz8 3 Outswmg shown -inswing 6 MBE: 10125112 i D C oho approved C D SCU . N.T.S. ° MW. er: AL m 1- 1/4" MIN. 1-1/4' MIN. crar. BY. LFS 3 EMB. ( TYP.) EMB. (IYP.j R" wM N : h 1HORIZONTALCROSSSECTION3HORIZONTALCROSSSECTION3 Outswing shown -inswing Outswing shown -inswing FL-13 i 37.9 0 ohoapprovedalsoapproveds»aer L or 7 " S e E N t h O M w A Op ~t 3 C 7- 0 9m'c Eo 4 0 8 P g aaa o zGc S 9 9 7 7 U INTERIOR EXTERIOR INTERIOR EXTERIOR 3 m 2 VERITCA! CROSS SECTION w z 1ZERTICAL CROSS SECTION q Shown w/ 1 x sub -buck q Outsmr shown - inswing also opproved I o o0 a re a Y INTERIOR EXTERIOR EXTERIOR INTERIOR 1 z 0 p 21 a— 9 Lim) 1 19 E B o c a 7 E O i wa: 10125112 v. scut: MT.& Mr. ar AL o VERTICAL CROSS SECTION 4 VERTICAL CROSS SECTION W. BY. LFS DR FL N q Inswing threshold q Outswing threshold FL-13137.9 - c SHEET 4 or 7 4" to iI TYP. HEAD II JAMB II MASONRY OPENING ASTRAGAL I I II SHOWN FOR II REF, ONLY 2X BUCK --,,,II II - Z II 0 II II II II BUCK ANCHORING gMAX. ON CENTER 2 I i f 1 I i 1 i 1 i t AA J — iN 5 TYP. HEAD JAMB — MASONRY OPENING r FRAME to z a HINGE JAMB 2X BUCK TYP. SILL 1 — B- B 4" 8° FRAME ANCHORING Masonry 2X buck construction CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. 2. Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortarjoints. If concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the mirdmum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 3. Concrete anchor table: ANCHOR fiYPE. CHOR Sl1Et T._. i.... %GiNtAUM EtiiBEi31NENi A__. t..Y.__.G...UA..,..C._I..,.E,.ARA. N_C_..E.__.... T© 141ASG3IlRY.EDGE ;: Y. I...N...t..M...VM'C.L..E...A...R.ANC_..f._.i_.o_- 3i ADJACENT. ANCHOA ., 2- 1/7 3" EICtS 1/4" 1-1/4" 1" 4" HINGE DETAIL VIEW A -A Astragal strike plate head VIEW 84 Astragal strike plate siI ASTRAGAL STRIKE JAMB OUCH d DEADSOLTDEfAR ro N.T.S. AL L ar: LFS wds No.: FL- 13137.9 rry5 OF 7 € B" MAX. 7 ON CENTER t 1 1 1l 11 1 I I 'Z F L JAA N F TYP. HEAD JAMB — MASONRY — — OPENING — — FRAME L 10 z O ix BUCK TYP. SILL 1 J B-B s HINGE JAMB FRAME ANCHORING Masonry 1 X buck construction CONCRETE ANCHOR NOTES: 1, Substitution of equal concrete anchors from a different supplier may have different edge distance and center distance requirements. 2. Concrete anchor locations at the comers may be adjusted to maintain the min. edge distance to mortar joints. If concrete anchor locations noted as "MAX. ON CENTER" must be adjusted to maintain the min. edge deonce to mortarjoints, additional"concrete anchors may be required to ensure the MAX, ON CENTER" dimensions are not exceeded. r a Concrete anchor table: ANCHOR ANCHOR M11V MIW CLEARANCE 7t? MIN.:CLEARAN CE 1'Q >. TYPE SIZE > EMBEQAAEWT MA5aNRY[SGE ::: ADJACENT ANCftC)R. ITw 1/4" 1-1/4" 2.1/2' 3" ELCO 1/4" 1.1/4" ITw 3/16" 1-114" r 2-5/8" ASTRAGAL 11 TRUCE JAMB HINGE DETAIL VIEW A -A Ashagol strike plate a head VIEW B-B Astragal strike plate A LATCH 6 DEADBOLT DETAIL u:: N.T.S. V. AL BY. LFS MM na: FL- 13137.9 fT 6 Or 7 3 ri ro BILL OF MATERIALS ITEM DESCRIPTION MATERIAL A IX BUCK WOOD B 2X BUCK (SG >= 0.55 WOOD C 1 /4" MAX. SHIM SPACE D 1 /4" X 2-3/4" ELCO OR ITW CONCRETE SCREW STEEL E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1/4" X 3-3/4" ELCO OR ITW CONCRETE SCREW STEEL H 3/16" X 3-1 /4" I1W CONCRETE SCREW STEEL I I/4" X 2-1/4" ELCO OR ITW CONCRETE SCREW STEEL 1 DOOR PANEL - SEE DOOR PANEL DETAIL SHEET FOR DETAILS 2 STILE PINESG>=0.35 WOOD 3 GLASS STOP PINE SG >= 0.35 WOOD 4 TOP RAIL PINE SG >= 0.35 WOOD 5 BOTTOM RAIL PINE SG >= 0.35 WOOD 6 DOWEL WOOD 7 JAMB PINE SG >= 0.35 WOOD 8 10 X 2-1/Z' PFH WOOD SCREW STEEL 9 WEATHERSTRIP FOAM 10 HINGE STEEL 11 10 X 1" PFH WOOD SCREW STEEL 13 LATCH STRIKE PLATE STEEL 14 SECURTTY STRIKE PLATE STEEL 15 KWIKSET SERIES LOCKSET 400 STEEL 16 KWIKSET SERIES DEADBOIT 660 STEEL 17 22 a. X 3/16" CROWN X 5/8" LONG STAPLE STEEL 18 MUNTIN PINE SG >= 0.35 WOOD 19 THRESHOLD INSWING ALUM. 20 THRESHOLD OUTSWING ALUM. 21 DOOR SWEEP VINYL 24 ASTRAGAL PINE SG >= 0.351 1 WOOD 25 ASTRAGAL STRIKE PLATE I STEEL 3 L f— 2.25' o I4 ASTRAGAL 5a J 4.56" Z^ m Z 3 g=z o W I 8 a ME 7 HEAD 3 SIDE z$= b m Jamb a a c E ij q 3CY 4.627 C cS z Szo Z T9 THRES LD m W W 00 a a 00 o o 7.81" — 00 I 'm a m 20 9 1D ' 0.344" GLASS BITE 1/8"TEMPERED GLASS 17 sue: N.T.S. GLAZING DETAIL DWG, BY: AL G1 04L er: LFS OM04 No.: FL-13137.9 sH¢r 7 of 7 CITY OF SANFORD BUILDING & FIRE, PREVENTIONOPERMITAPPLICATION Application No: ocumented Construction Value: S 0' Job Address: IOU) ALc--7 6;wfw ' 3,277/Historic District: Yes E?/N0oF] ommerciall I Type ofWork: Newrl Addition[:] AlterationEl Repair D Dtmo,E] Change of'Use Ll Move Description of 'Work- --, - - A I' ll, Plan Review Contact Person: Ayb aaock/ Title: Alz;Q Phone: y*6—q-C:7Fax: Email: (SmPliz, (r4r;j Property Owner Information Name JqA1b120J 25ML 19/4 Pt one*&43 AStreet: zova lnm lvaLD4 J91)E- Resident of property? City, State Zip: 3R77 Name Street: City, State Zip: Contractor Information Phone: Fax: State License No.: Name: Phone: Street: Fax: 1 7 IrT City, St, Zip: E-mail: Bonding Company: Mortgage Lender: Address:, Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB, SITE BEFORE THE 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 pn'or to the ussuance of a permit and"O'KE ali worn VAt I 1 1 be performed- to meet standartis of ai i taws reguiating conscruCE I ionin 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,Sball be inscribed with the date of application and the code in effect as of that date: 5h Edition (2014) Florida Building Code NOTICE:, In addition to the requirements of this permit, there may be additional restrictions applicable to this property, that may be tt)"d in'the public -records of this county, and there may be, additional pehnits requitedfroin other governmental entities such As Water managorinent districts, statd.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 J4riibrd rpqwires payment of - a pian review i . ee,at me time or 1. permit . t su I Drm . ttat I . A copy or the I executed contract i . s required, in order to calculate a plan review charge And will be considered the estimated construction value of the job at, the time of subn,iittal. The actual construction value will, 1, be figured based on the cuftent ICC Valuation Table, in effect at the time the permit, is issued, in accordance . localwith 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. owNEWS AIFYIDAV11': 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. vy1 JDAW 1A JOHN" W COMMISSION # IT ZM EXPIRES. March 23,2020 81 Thru Notary 1I Underwrilers Ovrner gent is eson'N.11ovill1 to Me or Produced ID Type of ID Print CdntractbriAgent's Name sigkww Au Y- -a i di4 VL,TI1ULL'U`4 , U.; Corittactor/Agent is . Personally Known to 'Me or Produced ID _ Type of ID Permits Required: Building, F] ElectncaIF] Mechanical[] Plumbingr] Gas[] Roof F1 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: YcsE] No F] # of Heads Fire Alarm Permit: Yes F] No tlx r VtV1.46. ENGINEERING: COMMENTS: T- -- v . , . _,-_ T 1,? . Tin , U I lj& I lj_rO. VV P&O I J_i, YT 11& 1J_Uk. BUILDING:. Revised: June 30, 2015 Permit Application OWNER BUILDER STATE M ENTIAFFIDAVIT 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 rDIVISION.TO SIGN THIS DOCUMENT BY SIGNING THIS STATEMENT, I ATTESTTHAT: (Initial to the left of each stafemenf) 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 permit. 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 imp"rove 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 owlet -builder, I irtust provi le direct, onsite supetvisiuir of the curisicue tiuli; 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 injuries3 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- 1 x.ilrlor rid uM- arrs of he .`te nF rrsxa i:n saranna rns ara++a to ,vas ers r», Est =Per-t`.r are .,. ....,, ... j ., .. ..b ! Y Y 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 I agree that,, as the party legally and financially responsible for this proposed constructionactivity, I will abide by all applicable 'laws, and requirements, that govern owner -buildersIders as well as employers. I also understand that the construction must comply with, all applicable laws, ordinances, building codes, and zoning regulations. I am of aware of construction practices and I have'access to the Florida Building; Codes. I understand that I, ma obtain more information regarding my obligations as emplo ey _9 from 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 c6titAct the Florida Construction Industry Licensing Board at 1-850487-1395 or at www.myflotida.1c o,m/dVpr/pro/"`cilb/` for, more information about licensed contractors. anowner-builder building permit applied for in my name Iamawareof, and consent to and understand that I am the partylegally andfinancially responsiblefor the proposed construction activity at the address listed below. one,ues ahoftheto_I,tol-r_=.g.0IIt. 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,.youto understand that, if an unlicensed contractor or employee of an I I e working on your property, you maybe held liable for damages. If you dividual or firm is injured whileobtainanowner -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 1, - &V-. in and capable of performing: g thereqiFormofIdentification9 . do hereby state that I am qualified permit application filed and agree to the 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