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Home My WebLink About1804 Chase AveRECEIVED OCT 0 1 2010 r CITY OF, SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $449" Job Address: <ga aaw— 4yo . Historic District: Yes NoV Parcel IID: Zoning: Description of Work: Plan Review Contact Person: 1"1(t,n ,I Q Title: n _ Phone: 32-1J55-/O 7`753 Fax: E-mail: Property Owner Information Name Phone: 2 -Onp -115 Street. 01 611 AV P Resident of property? City, State Zip{ Contractor Information Name Phone: Street: Fax: City, State Zip: State License No:: ` Architect/Engineer Information Name: F Phone: Street: Fax: City,. St, Zip: E-mail: Bonding Company: Mortgage Lender: Address: Address: PERMIT INFORMATION Building Permit Square Footage: Construction Type: No of<Stories, No. of Dwelling Units: Flood Zone: hi% Electrical. .; Plumbing 11 New Service—, Ao. of AMPS: New Construction - No. of Fixtures: - Mechanical (Duct layout required for new systems) Fire Sprinkler/Alarm 0 No. of heads: o 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. 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. 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 THEJOB 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. 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. A copy of the executed contract is required in order to calculate a plan review charge. If the executed contract is not submitted, we reserve the right to calculate the plan review fee based on past -permit activity levels. Should calculated charges exceed the documented construction value when the executed contract. is submitted, credit will be applied to your permit fees when the permit is released. ID Ag`nature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Print Contractor/Agent's Name 10-01-- lo Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/Agent is Pers9naff Contractor/Agent is Personally Known to Me or Produced ID TyEw — m - Produced ID Type of ID T 'J APPROVALS: ZONIl 'ZQnuse oG5'4 UTILITIES: WASTE WATER: ENGINEE NNE v Y- e FIRE: BUILDING: c d COMMENTS: Rev 11.08 OWNER BUILDER STATE ENT/AFFIDAVIT JAUtamonto Springs, %.#a lberry, ftry, LO.,,,,,..G ,-Ovied^, Ca nfnrd Seminole County, winter Springs Florida Statutes are quoted here in part for your information to indicate the authority for exemptions .for --- homeowners from qualifyingas 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 VC, 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 DG 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 PC residence must be for my own use or occupancy. It may not be built or substantially improved for sale or. lease. If a building or residence that I have built or substantially improved myself is sold or leased within in 1.year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates this exemption. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. I understand that I may not hire an unlicensed individual person to act as my contractor or to supervise persons working on my building or residence. It is my responsibility to ensure that the persons whom I employ have the licenses required by law and by city ordinance. I understand that it is a frequent practice of unlicensed persons to have the property owner obtain an owner= builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder; may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or her employees while working on my property. My homeowner' s insurance may not provide coverage for those injuries. I am willfully, acting, as an owner - builder and am aware of the limits of my insurance coverage for injuries to workers on my property. I understand that I may not delegate the responsibility for supervising> work to a licensed contractor who.is, not licensed to. perform the work being done. Any person working on my building who Is not licensed must work under my direct supervision and must be employed by me, which means that .I must comply with laws requiring the withholding of federal income tax and. social security contributions under the Federal Insurance Contributions Act (FICA) and must provide workers' compensation for the employee. I understand that my failure to follow these laws may subject me to serious financial risk. Rev. 9.14.2009 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 JC I am of aware of construction practices and I have access to the Florida Building Codes. regarding- anaanmpoefrnuerstandthatlmayobinmoemrmtionrriyobligteyromthetIne 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.mnorida.com/dbpE/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. s Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Construction Industry Licensing Board, the Department of Business and Professional Regulation and the building department may be unable to assist you with any financial loss that you sustain as a result of a complaint. Your only remedy against an unlicensed contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is property licensed and the status of the contractor's workers' compensation coverage. Property Address: / 0 u 'C 1, Tp r I 2r l ,`'Tf : U , 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 Must be Photo ID) Date ID-0I-III A violation of this exemption is a misdemeanor of the first degree punishable by a term of imprisonment not exceeding 1 year and a $1,000.00 fine in addition, to . any civil penalties. In addition, the local permitting jurisdiction shall withhold final approval, revoke the permit, or pursue any action or remedy for unlicensed activity against the owner and any person performing work that requires licensure under the permit issued. Rev. 9.14.2009 OFFICE MAN iGS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts. PublicationsFBC Product Approval I T 0 USER: Public User rtnlA Product Anwoval Menu > Product or Anplication Search > Application List > Application History > Application Di FL # FL4334-R4 Application Type Revision Code Version 2007 Application Status Approved Comments Archived Product Manufacturer Address/ Phone/Email Authorized Signature Technical Representative Address/ Phone/Email Quality Assurance Representative Address/ Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Masonite International'" i rnth^Qa'1''IrXabry Suite 950 Tampa, FL 33609 615) 441-4258 sschreiber@masonite. com Steve Schreiber sschreiber@masonite. com PO Exterior Doors Swinging Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute, National Accreditation & Management Institute, Standard TAS 201 TAS 202 TAS 203 NOTICE OF PROW T CERTIFICATION Company: Masonite International Corporation Certification No.: 1955 Powis Road Certification Date: Nest Chicago, IL 60185 Expiration Date: Revision Date: Product: Metal -Edge Impact Rated Steel Door w/Hollow Metal Steel Frame Specifications Tested To: TAS 201/202/203-94/ASTM E330 NI006591-R2 Page 2 06/14/2006 12/30/2010 - 12/18/2008 The "'.Notice of Product Certification" is only valid if the NAAII Certification Label has been applied to the product as described within this document. The certification label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing withinNAMI's Certified Product Listing at w-%w.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Configuration X Single Inswing or Outswing I/S Glazed or O a ue Opaque Maximum Size 3'0" x 6'8" Design Pressure Pos/Ne 80/-80 11lisslie Impact Rated Yes Test Report Number Drawing Number & Comments NC•TL.210-1915-1,2,3 Anchor Detail-M A-F L0150-06 X OYS Opaque 3'0" x 6'8" 80./-80 Yes NCT Detail- A -FL 2.3 Anchor Detail-MA-FLO 150-06 Single National Accreditation & Management institute, Inc.7118-7u Merchants WHIK 3une 4uLi1rcwp9J1t 1.r..3, • l+ Tel-757.594.8658/Fax-757.594.8659 NAMI AUTHORIZED SIGNATLRE: NAMI NOTICE OF PRODUCT LINE EK*l 11V ICATI®N Certification No.: Date: Revision Date: Certification Program: Company: Code: N1006591-112 Page 1 06/ 14/2006 12/18/2009 Structural Masonite international M-703-1 The `Notice of Product Line Certification' is valid only when Administrator's Seal is applied to the upper left hand portion of this form and a certification label is applied to the product. This certification seal represents product conformity to the applicable specification and that all certification criteria has been satisfied. The products and systems listed below are approved for listing in the Directory of Certified Products at www.NAMICertitication.com. Please review, and advise NAMi immediately if data, as shown requires corrections. Company: Masonite International Corporation 1955 Powis Road West Chicago, IL 60185 Product Line: Masonite Metal -Edge Impact hated Steel Door with Hollow Metal Steel Frame Test Report: NCTL-210-1915-1,2,&3 Section 1: General Description of the Products and Systems under this Certification 1.1 frame: Jambs and head constructed from 4-5/8" 18 gauge steel. Head/Jainb corners were mitered construction. 1.2 Door Slab(s) Construction: Slab constructed from 0.017" thick steel skins. Top and bottom rail constructed from wood. Stiles of continuous roll -formed steel employing a high impact styrene thermal barrier. Interior cavity tilled with rigid polyurethane. Section 2: Additional Supportive 'Pest or Acceptance Data Provided with Certification Documentation included': 2.1 Anchor Performance Calculation Report -Performed by Eric S. Nielsen, P.E (Florida P.E. No. 41323) 2.2 Surface Burning Characteristics for Foam Filled Door performed by Omega. Point Laboratories to ASTM E84-98, "Standard Test Method For Surface Burning Characteristics of Building Materials". Report No. t# 15977-104313. This intonnation is provided as a convenience for consumers, building departments and inspectors and is not considered part of this ceM ication Sec additional Pages of Certification for Certified Product Line Mauix(s). National Accreditation &Management Institute, Inc. 11870 Merchants Walk Suite 202-Newport News, VA 23606 TEL(757) 594.8658 FAX(757)594-8659 400 --,R :TEi., 2X 4TLI33 Al!;G CGKRESS IN p4CH-IRS, TPR ZN-R c2 TOMAL) II J9011 S.!E I OD S-.REV R OF EACH JMB P !N7-:?ICR OF A-":----, DPvVALL WOC" OR STEEL SPUDS RkF ANCiOR3 N; WO'--D OR 2 s , 3 iE:L X M, 37PAP AliCH----R T(P MA, Ka wOJ) SCREW (:'P.) ME ST STRAP Arq.-Hu"L\Ts P) STU- STJ5' WODD OR EL STUDS COCR FF AV. SECTI' N T IN Z . E 7OR -001[dkljG 1-ON"Di i, I FL-. LA C I INS -.ALLA:1— PINKRETE ECK,., ANCHN, A3r.'.R Ic MAx :i i ii 3CIA 7'n<rAN:: 1-; mA, SACK. FILL FRAME BU7TE.RFL'l Cl-lp ^3 r!p L CLL S WI T! I GRO 7(:. I 1,Ul Ell- 3/L 'HETER VIRE 8* VIA -Ol- CRET: SCREW DFOR FRAME i 14' SE- r7 I- N L-4 mll.LMUM EMBErvKHT Ad*" 10 WU P 2- S7RIKE L i, IL MACHINE SCREWS i 1.250" 7I 2 mACR.'; F- z, CPE',,',S TO EE '.,5, TA;-L.7L-: iAT PJ-7 CL co ir- T 0 H 6'7"DOUBLE ICANE SELLEVILLE FIBERGLASS DOOR UNIT DOOR WITH / WITHOUT SIDELITES GENERAL NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REOUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE (SHUTTERS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING OF FIBERGLASS FACING: TCCT t\CC!`OIOTI I'1N _ _ SELF IGNITION TEMP ASTM 01929 803 'F > 650 'F RATE OF BURNING ASTM D635 0.79 IN/MIN C-1) SMOKE DENSITY ASTM D2843 48.9% TENSILE STRENGTH' ASTM 0638 1 -7.37 DIFF UMVAKAIIVE ILN5ILL bIKLNGLH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 ou oil SINGLE DOOR UNIT Il4 g711011 7•num" TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHOR LOCATIONS & DETAILS 3 IANCHORING LOCATIONS & DETAILS Do: Ll 00 SINGLE DOOR UNIT WITH SIDELITE SINGLE DOOR UNIT WITH SIDELITE 20.5" MAX D.L.O. — 149' MAX. OVERALL FRAME WIDTH 36.375" MAX. PANEL WIDTH W/ASTRAGAL 7i-ili EZ DOUBLE DOOR UNIT W/SIDELITE$ 37.5" MAX. rFRAME WIDTH Added m b*W cam b m Ib: N11 in ORO - RakidOr DeteR/ 7-114109 DOUBLE DOOR UNIT W/SIV I IT 5 DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REOUIREO TO BE 15% OF DESIGN PRESSURE CONFIC I MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING- X 1 37.5 70.0 -70+1. 7 70.0000 XX7450.5 55.- 5. OX or XO__ 75 57000..05 -500..50 55.-50.5 19-19.0 4 Z±+:7rc. 0 0OXO 112.5 50. 55.-50.5411 9 4 0 749 50. 50. 90 0OXX0 niyn vurn unesnow vesign cc UZI Q N U 00 Q N Q cn WU Lij Z Z Z LLI OO 0 U 2111/ 0: SCALE: N.T.S. DWO. Br: SINS HN. Bf: SHEET 1 OF vq DETAIL ,. — 6" 3 —I — I- 3 E 3 SEE OETAIL 6" 6" 6' I3" — T., 0W r J 7o w B AO B f 6" 3 — Il 6" lr 6" I II I r 3 V 3„ 6" SEE DETAIL 8 x 2-1/2" # 10 x 2" 10 x 5/8" 8 x 2-1/2" #10 x 3/4" Q # 10 x 5/8" # 10 x 3/4" 10 x 2" DETAIL "C' DETAIL "D' r I I 3"f 3 6" ' 1 / io aWU as SEE DETAIL v) .,D. J Q Ow Ir. f a (G 0 ry n 6 EE DETAIL C. 6 8 x 2-1/21 ASTRAGAL REIAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD &INTO THE DETAIL " E" ASTRAGAL STRUCTURE DEEP ENOUGH ATTACH ASTRAGAL RETAINER BOLT FOR A 1.375" THROW STRIKE PLATE TO FRAME DETAIL "F" ASTRAGAL AS SHOWN. 0. 124" ANNEALED DECORATIVE INSERT 0. 090' SAFLJEX IIIG (OPTIONAL) 0. 124' ANNEALED .0124 TEMP. ALUMINUM OR BUTYL SPACERrti• /6 X 1-1/2" PHS yA. 0. 962" DOW 832 v.., DOWOR E 832 1. 75•' DR EQUAL ' .: t. 375" 17. 047"' UAL CaCfip9dIN0.: N 1 x aiOR ICIIE OE DaW Rw, By. UateRaaewe TIfTYPICALGLAZINGDETAILINSWING THRESHOLD OUTSWING THRESHOLD HIGH DAM O/S THRESHOLD IMPACT RATED GLASS 2/ 11/05 xAIE: N.T.S. Xvc. eY: SINS AK. BY; Xamw NO. WG- MA-FLO120-05 HEET 2 OF 3 i SEE DETAIL C" SHT. 2 I 3" N a I WU a SEE DETAIL r "D" SHT. 2 J a aW i—f WGUf a G 1 I 3" I ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY HAROLD E. RUPP, PE FLORIDA #15935) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE 10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL 1so" SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR MIN 0.25" LOCATION. SIIM 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM CL— ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". TYPICAL 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO ANCHOR INSTALLATION TRANSFER LOADS TO STRUCTURE. 4-9/16" MIN JAMB 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 6" — I— _ 6" 3" 3" I- 3' I I I I I 6" 6cn I I I a 0 a a 0 1 II II II II I D e 3. 6" HARDWARE SCHEDUL 1. JKWIKSET MAXIMUM SECURITY SERIES GRADE 2 CYLINDRICAL AND DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE. 2. 4" X 4" FULL MORTISE BUTT HINGES. AdkrdmIDWMA CedWfimWa' N1 oss3o-R flevlewed8 Date r 2-./ E a O N Do zN O pz W U Q Z O O g U DATE: 2/ 1 1105 SCALE: N. T. S. DWG. er: SWS CHK. DY: DRAWING NO.: OWC-IAA-FLO120-05 SHEET 3 OF 3