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Home My WebLink About602 Northlake DrJUN 2011 CITY OF SAN -FORD FIRF-okviewriow PERMIT APPLICATION Application No:( 2,6 Documented Construction Value: $ 71,111 - - -23 Job Address: &07- NoAlice, ba. Historic District: Yes 0 No 0 Parcel ID: 1(4 -W-136- 512- r0000 - 4OW zo, Ining, 9q- 60,oela Description of Work: dave ajig .5my- 5/.zt- unit Plan Review Cont!CtiP?&s()n: bAy bre,&Z Title: Phone: 407- je94, of Fax: V97 69G W_RS-4, E-mail: ake-kerdws Property. Owner Irifior motftn Name Phone: X107- z%7-/- q9_42 - Street: o2. RvAhke-Dn. Resident of property? -. 5 City, State Zip: _San Ard I P -L - 57 -*7-73 Contractor Information Name CELL yr PW&S Phone: X07- Street: Fax: 9, P7 - 094= 7 90 1Z5V City, State License No.: eg,6 4'W__ Statezip: A4j/f/;kW,F/_ =W'9 ArchitectlEn,,gineer Information Phone: j Fax: I E-mail: N I/ Mortgage Lender: Address: Name: Street: City, St, Zip: Bonding Company: Address: /J T Building Permit EJ Square Footage: No. of Dwelling Units: Electrical M New Service - No. of AMPS: PERMIT IN -FORMATION Construction Type: Flood Zone: Mechanical- 'M (Duct layout required for new systems) No. of Stories: Plumbing 0 New Construction - No. of Fixtures: Fire Sprinkler/Alarm E3 No. of beads- Application is hereby Meade to obtain. a ,permit to do the work and installations as indicated. I certify that np work or installation has corntnenced prior to the issuance of a peltai.t and. that all work will be performe-.14-16 meet standards of all laws regulating construction in this jurisdiction. I and.,erstand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, beaters, tanks, and air conditioners, etc. OWNER'S AFFIDAVIT: I ceriify that all of the foregoing taformation is -accuarate 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 COMMENCE`M 4,NT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROP)ERcTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YO'U INTEND TO OBTAIN FINAM21NxG, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE -R'ECO'RDING 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 country, 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 I,,otify 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 pei-mit 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.. Signature of Owner/Agent Print 0wnoi/Agent's Name Date Signature of Notary -State of Florida nate Owner/.Agent is Personally Known to Me or Produced ID Type of ID Signa Detractor/A nt Date P ' ttraetor/ gent's Name k ' /3b/// Signature of Notary -State of Flon" a Date APPROVALS: ZONING. "LD kUTILITIES:. ENGINEERIN 3D 11 FIRE: COMMENTS: Rev 11.08 Contractor/A Produced ID comk;' ° or 6W4.70 6/28/2011 5:45 PM From: Deckerpoors Fax Number: 4072490710 Page 1 of 1 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 Total $744.23 ETA 7/12 U/Sanford - fbgl 407 421-4842 0262 1985 v.::.v:•. .: :., Vit+;.?::; :`i::::i}., :ti;:j': i'.::. Zi P'lC%"PirA9"0:9ER h::: ; ,z$i::,.;;_ •, s azcx.r..cisrrr'rrn. Sii::... r..:•f% . y;::'.:. ......;:;.:::>::>%;. S tl7r C. FlDf£Y`RY 4crA b.¢Yt>vL:?.•,F: 2•Sbf1.9 i, 1 '•r: ..... ' 111 (} J v i};: VALUE SUMMARY VALUES 2011 2010 GENERAL Workinq Certified Value Method Cost/Market CostfMarket Parcel Id: 14-20-30-512-0000.6020 Number of Buildings 1 1Owner: BLACK KATHRYN Depreciated Bldg Value $28,050 $41,140Own!Addr: Depreciated EXFT Value $400 $400MailingAddress: 602 NORTHLAKE DR Land Value (Market) $0 $0City,State,ZipCode: SANFORD FL 32773 Land Value Ag $0 $0PropertyAddress: 602 NORTHLAKE DR SANFORD 32771 Justf Mark et Value $28,450 $41,540SubdivisionName: NORTH LAKE VILLACE CONDO 4 Tax District: S1-SANFORD PortablltyAdj $0 $0 Save Our Homes Adj $0 $0Exemptions: 00-HOMESTEAD(2011) Dor: 04 -CONDOMINIUM Amendment 1 Adj $0 $0 Assessed Value (SOH) $28,4501 $41,540 Tax Estimator 2011 TAXABLE VALUE WORKING ESTIMATE Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund $28,450 $25,000 $3,450 Amendment 1 ad)nstment Is not applicable to school assessment) Schools $28,450 $25,000 $3,450 City Sanford $28,450 $25,000 $3,450 SJWM(SalntJohns Water Management) $28,450 $25,000 $3,450 CountyBondsl $28,4501 $25,0001 $3,450 The taxable values and taxes are calculated using the current years working values and the prior years approved millage rates. SALES Deed Date Book Page Amount Vacllmp Qualified 2010 VALUE SUMMARY WARRANTY DEED 05/2010 07385 0364 $35,000 Improved Yes 2010 Tax Bill Amount: $834 WARRANTY DEED 11/2005 06059 1980 $76,600 Improved Yes 2010 CertEd Taxable Value and Taxes WARRANTY DEED 10/1997 03314 1649 $37,000 Improved Yes DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS WARRANTY DEED 12/1985 01698 1199 $50,900 Improved Yes Find Comparable Sales within this Subdivision LEGAL DESCRIPTION LAND PLATS: Pick... ` Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 0 0 1.000 .10 LEG UNIT 602 NORTHLAKE VILLAGE CONDO PB 33 PGS 59 TO 62 BUILDING INFORMATION Bld Num - Bld Type Year Bit Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est. Cost New Building i i CONDOS 1985' 6 912 1,002 912 CB/STUCCO FINISH $28,050 $28,050 Sketch Appendage i Sqft SCREEN PORCH FINISHED /72 Appendage I Sqft UTILITY UNFINISHED / 18 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New FIREPLACE 1985 1 $400 $1,000 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. if you recently purchased a homesteaded property your next yeails property tax will be based on Just(Market value. littp://www.scpafl.org/web/re web.seminole county title?parcel=14203051200006020&c... 6/28/2011 t 6/2/2011 9:29 PM From: Deckerpoors Fax Number. 4072490710 Page 1 of 2 6/2/2011 8:29 PM From: Michelle/DC Snyder Fax Number: 386-785-1661 Page 1 of 1 DMG Doors Inc. Schedule D. C. Snyder Date Customer Store P.O. # Job Description 06/03 Fri Burton Thanki 6331 6328 31442473 28437668 Storm Storm 06/06 Mon Campbell 0261 61486315 Single 06/07 Tues Dellacorna 6375 75428924 Double w/ custom 06/08 Wed Rush 0261 61486472 Single w/ 2 sides 06/09 Thurs Islas 0287 87467146 Single Door & Slab 06/10 Fri Smith 6328 28437771 Interior PH & Slab 06/13 Mon Burleson 0232 32449838 Single/Side and storm 06/14 Tues Damian 6331 31442521 Single & Storm 06/15 Wed Gay 0266 66484832 7 slabs Permits Municipality Campbell Orlando Mauricette Minneola Camorata Seminole Thanki Orange Martin Orange Balado Oviedo Islas Oviedo Dellacorna Lake Rush Ocoee Damian Orange On Hold: Camorata — 87467134, slabs were cut too short for unit. Could not cut down jamb legs to lower and couldn't raise unit (no water dam). Store re -ordering unit from Jeld-wen. 6/28/2011 5:46 PM From: Deckerpoors Fax Number: 4072490710 Page 1 of 1 2011-06-28 04:05 0262EX 4072627246 4072627296 >> erpoors Kathryn Black Ci/Sanford P 1/1 Page 7 of 10 No. 0262.314331 Home Improvement Agreement PLEASE READ THIS Important additional Information regarding Customer's rights may be +contained in an attached State Supplement. Stow. This `Agreement" consists of this page, the following General Terms and Conditions, the Invoice, the State Supplement if applicable, and any drawings or Change Orders expressly made a part of this Agreement. The Agreement is between the Customer identified on the invoice and The Home Depot. Any installation services provided under this Agreement shall be performed by a licensed and insured third party Authorized Service Provider. The Home Depot does not perform architectural or engineering services, nor does it make structural c hangea to dwellings or other structures. The Home n—F —A 11a e„th~,varl QM111c PteAtiriar iuill narrnrrn inRfallatinn Services in accordance with soDlicable law. Home aspo! U.S.A. tna.. 2455 Paces Perry Rood, N.W., 9108 8.3, Allante, Gdor@ia 30358 No. 0262-314331 Customer Copy 011 PayMent Schede: Payment is required immediately as follows: Payment; 8 bus in full irnmedlately. Sales Tax* 7'".23,. x ................ If applicable. Total Amount of Sale: $ Includes all applicable discounts, rebates, and 744.23 taxes. Excludes finance charges.' Any Interest payments or other finance charges will be determined by Customer's separate cardholder or loan agreement, to which The Home Depot is NOT a party, and will be in addition to Customer's payment under this Agreement. Customer is subject to the terms and conditions of the cardholder or loan agreement, as applicable. No funds should be made payable to Authorized Service Provider; however, Au ivrteed Service Provider may colisct Customer's paymenl(s) made payable to The Home Depat, Antlglaggd Delivery ! tnstatla ufe Delivery Data: Start Date: Finish Date: Acct to ce an u rization: Customer author1ze6ffij G`me Depot to order and arrange for mhe gE) wary of all goods and services included on the Invoice. Customer further agrees and understands that this Agreement is the entire agreement between Customer and The Home Depot with regard to,sald goods and services and supersedes all prior discussions and agreements, either oral or written relating to said goods and services. This Agreement can not be assigned or amended except by a writing signed by Customer and The Home Depot. Customer acknowledges and agrees that Customer has read, understands, voluntarily accepts the terms of and is entitled to and has received a complete copy of this Agreement at the time Customer signs the Agreement. Installation Professional's license number and permitting information may need to be provided later and as such this information may be omitted at the time this Agreement is signed. ElectroSi nal : ' The parties to the Agreement Agree that the digital signatures of the parties Included in this Agreement bre intanded to authenticate this writing and to have the same force and effect as the use of manual signatures. Customer acknowledges that he or she is the person named on The Home Depot contract number Identified on the point of sale device. CANCELLATION : CUSTOMER MAY CANCEL THIS AGREEMENT WITHOUT PENALTY OR OBLIGATION BY DELIVERING WRITTEN NOME TO THE HOME DEPOT BY MIDNiGHT ON THE THIRD BUSINESS DAY AFTER SIGNING THIS AGREEMENT. THE STATE SUPPLEMENT ATTACHED HERETO CONTAINS A FORM TO USE'IF ONE I5 SPECIFICALLY PRESCRIBED BY LAW IN CUSTOMER'S STATE. Under such circumstances, Customer's payments) will be returned within ten (10) business days after The Home Depot's receipt of Customer's notice. twcripted 00/28/2011 i -D It CLstamOr i nature Date Authorized Service pwider s FuY Suslnessrfrade Name, Address and License No. o No(s)., ae pppfk:abfe: Acsodate's(Auttwrized 5rdrvlea provider's Full virwivro Date AsmcWe; Piptoo print your salespersons license number, if applisoble. License No(si. Authorized Service Provider's Tel, No. Home aspo! U.S.A. tna.. 2455 Paces Perry Rood, N.W., 9108 8.3, Allante, Gdor@ia 30358 No. 0262-314331 Customer Copy 011 6/212011 9:57 PM From: DeckerDoors Fax Number: 407 249 071 0 Page 1 of 1 06/01/2012 07:174073311407 JOE WILLIAMS PAGE 01/02 Jo i -At ieua t;t 't, Y r 1c3 11J Al tT, ctDkt) eAwbLILL10 flack %,151 ilp"., Goy Morlh 4fkc 61 - 5A,fA, r --Z' - 3x773 Opening will meet 3-5 FSS' I- requirement tlrl ftjlt en^y Florida Haailding Code Online i Sa91 D u http://www.floridabWdingorg/pr/pr_appjtl.aspx?param--wGEVXQ.. r ^ice - ., . _. _ - :.niii,ii._• ;, , BCIS Home j Log In I User Registration i Hot Topics j Submit Surcharge j Stats & Facts ; Publications j FBC Staff i SCIS Ste Map j Links Search Product Approval USER: Public User Product Aooroval Menu > Product orAopIcatbn search > Appikation List > Application Detail FL # FL6184-R1 Application Type Revision Code Version 2007 Application Status Approved Comments 1994 Archived Product Manufacturer Plastpro Inc. / Nanya Plastics Corp. Address/Phone/Email 5200 W CENTURY BLVD. LOS ANGELES, CA 90045 440)969-9773 Ext 16 ronoconnell@plastproinc.com Authorized Signature Ron O'Connell ronoconnell@plastproinc.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Lyndon F. Schmidt the Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2012 Validated By Ryan 1. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code FL6184 R1 COI CERT OF INDEPENDENCE.odf Standard Year 101/I.S. 2 1997 101/I.S.2/NAFS 2002 ASTM E1886JE1996 2002 ASTM E330 2002 TAS 201, 202, 203 1994 I of 3 7/3/2010 7:00 AM Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products http://www.floridabi ilding.orgtpr/pr app dtl.aspx?param=wGEVXQ.. Method 1 Option D 10/03/2008 10/06/2008 10/19/2008 12/10/2008 FL # Model, Number or Name Description 6184.1 a. Distinction Series Up to 3'0 x 6'8 Opaque Single (X) Inswing or Outswing Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL6184 RI II INST 6184.1.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 6184.1 for Design Pressure Ratings, any FL6184 RI AE EVAL 6184.1.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 6184.2 b. Distinction Series Up to 3'0 x 6'8 Opaque Fiberglass Single Door with Sidelite XO or OX) The Sidelite Glazing Installed Utilizing the Snap Frame. Limits of Use Installation Instructions Approved for use in HVHZ: No FL6184 R1 H INST 6184.2.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 6184.2 for Design Pressure Ratings, any FL6184 R1 AE EVAL 6184.2.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (**See General Note 3 sheet i of Drawing No. FL -6184.2 regarding sidelite protection**) 6184.3 c. Distinction Series Up to 3'0 x 6'8 Opaque Fiberglass Single Door with Sidelite XO or OX) The Sidelite Glazing Installed Utilizing the Lip Ute Screw Frame. Limits of Use Installation Instructions Approved for use in HVHZ: No FL6184 R1 II INST 6184.3.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 6184.3 for Design Pressure Ratings, any FL6184 RI AE EVAL 6184.3.odf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (**See General Note 3 sheet 1 of Drawing No. FL -6184.3 regarding sidelite protection**) 6184.4 d. Distinction Series Up to 3'0 x 6'8 Opaque Fiberglass Single Door with Sidelites (OXO) The Sidelite Glazing Installed Utilizing the Snap Frame. Limits of Use Installation Instructions Approved for use in HVHZ: No FL6184 R1 II INST 6184.4.udf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure, N/A Evaluation Reports Other: See INST 6184.4 for Design Pressure Ratings, any FL6184 R1 AE EVAL 6184.4.Ddf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars, (**See General Note 3 sheet 1 of Drawing No. FL -6184.4 regarding sidelite protection**) 6184.5 Series Up to 3'0 x 6'8 Opaque Fiberglass Single Door withte!i:stinction Sidelites (OXO) The Sidelite Glazing Installed Utilizing the Lip Lite Screw Frame. Limits of Use Installation Instructions Approved for use in HVHZ: No FL6184 R1 11 INST 6184.5.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 of3 7/3/2010 7:00 AM Florida Building Code Online http://www.flozidabtilding.org(pr/pr app_ tl.aspx?param—wGEVXQ. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 6184.5 for Design Pressure Ratings, any FL6184 R1 AE EVAL 6184.5.pdf additional use limitations, installation Instructions and Created by Independent Third Party: Yes product particulars. (**See General Note 3 sheet 1 of Drawing No. FL -6184.5 regarding sidelite protection**) 6184.6 f. Distinction Series Up to 6'0 x 6'8 Opaque Double (XX) Inswing or Outswing Fiberglass Door Limits of Use Installation Instructions Approved for use in HVHZ: No FL6184 RI II INST 6184.6.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 6184.6 for Design Pressure Ratings, any FL6184 RI AE EVAL 6184.6.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. 6184.7 g. Distinction Series Up to 6'0 x 6'8 Opaque Fiberglass Double Door with Sidelites (OXXO) The Sidelite Glazing Installed Utilizing the Snap Frame. Limits of Use Installation Instructions Approved for use in HVHZ: No FL6184 RI II INST 6184.7.pdf Approved for use outside HVHZ: Yes Verified Sy: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 6184.7 for Design Pressure Ratings, any FL6184 R1 AE EVAL_6.184.7.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (**See General Note 3 sheet i of Drawing No. FL -6184.7 regarding sidelite protection**) 6184.8 Dlstinctlon Series Up to 6'0 x 6'8 Opaque Fiberglass Double Door withJh. Sidelites (OXXO) The Sidelite Glazing Installed Utilizing the Lip Lite Screw Frame. Limits of Use Installation Instructions Approved for use in HVHZ: No FL6184 RI II INST 6184.8.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 6184.8 for Design Pressure Ratings, any FL6184 Ri AE EVAL 6184.8.pdf additional use limitations, installation instructions and Created by Independent Third Party: Yes product particulars. (**See General Note 3 sheet i of Drawing No. FL -6184.8 regarding sidelite protection**) 8adr FN®ifl Department of CommunEy Affa&s F10018 BuBlOny Code On&W Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Fhukfa 32399-2100 850) 487-1824, Fax (850) 414-8436 p 2000-2010 The State of Florida. A9 tights reserved. Privacy Statement I Copyright Statement I AccessAbgRv Statement I Pius -In Software 1 Customer Service Survey i Contact Us Product Approval Accepts: Yo+lbi'o b cnrad YE RIFF of 7/3/2010 7:00 AN R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board. of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: FL 6184.1 Rl Date: October 1, 2008 Product Category: Exterior Doors Product sub -category: Swinging Exterior Door Assemblies Product Name: Distinction Series Opaque Fiberglass Door Inswing I Outswing Impact" Manufacturer: Nan Ya Plastics Corporation Plastpro Inc. 9 Peach Tree Hill Road Livingston, NJ 07039 Phone: 800-779-0561 Facsimile: 973-7584001 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Nan. Ya Plastics Corporation, Plastpro Inc. based on Rule Chapter No. 9B- 72.070, Method l d of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the Florida Building Code (2007 Edition). - See Drawing No. FL -6184.1 prepared by R W Building Consultants, Inc. and signed and sealed by Lyndon F. Schmidt, P.E. (FL # 43409) for specific use parameters. Lyndon F. Schmidt, P.E. FL No. 43409 October 1, 2008 RAA - Projects`Project Folders\Proj 801- 9001pf8931PF 893 R11E. Word Docs - evals apps etc1FL 6184.1 Ri.doc Sheet 1 of 3 Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code FEC) structural requirements excluding the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as fisted 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 complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. This product meets missile level "D" and includes Wind Zone 4 as defined in ASTM El 996. 4. For 2x stud framing construction, anchoring of these units shall be the same 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. 6. See drawing FL -6184.1 for size and design pressure limitations. Lyndon F. Schmidt, P.E. FL No. 43409 October 1, 2008 R:1A. - ProjemTroject Fold=\Proj 801- 9001pf8931PF 893 RIM Word Docs - evals apps etc1FL 6184.1 R1.doc Sheet 2 of 3 Supporting Documents A Drawing Drawing No. FL -6184.1 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Lyndon F. Schmidt, P.E. B Tests Performed 1. Testing per ASTM E330-02, and ASTM E1886/E1996-02 as performed by Testing Evaluation Laboratories Inc., and reported in test report number TEL 20050221001, signed and sealed by Wendell W. Haney, P.E. C Calculations 1. Product anchoring is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report number TEL 2005022 1001. Additional product anchor analysis for loading conditions, prepared, signed and sealed by Lyndon F. Schmidt, P.E. 2. Buck anchor analysis for loading conditions, prepared, signed and sealed by Lyndon F. Schmidt, P.E. D Other Certificate of Participation issued by National Accreditation & Management Institute, Inc., certifying that Nan Ya Plastics Corporation, Plastpro Inc is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Lyndon F. Schmidt, P.E. FL No. 43409 October 1, 2008 RAA - ProjectsTroject Foldem\Proj 801- 900\pf893\PF 893 RIT. Word Does - evals apps etc\FL 6184.1 Rl.doc Sheet 3 of 3 NAN YA PLASTICS CORP. PLASTPRO INC. e PEACH TREE HILL ROAD LIVINGiSTON, NEW JERSEY 07039 DISTINCTION SERIFS OPAQUE FIBERGLASS DOOR INSWING / OUTSWING IMPACT, GENERAL NOTES 1. This product has been evaluated and Nin compliance with the 2007 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 wad dressing or stucco. 3. When used In areas requiring wind bome debris protection this product complies with Section 1609.1.2 of the FBC and does not require an impact resistant covering. Thls product meets missile level D" and includes Wind Zone 4 as defined in ASTM E1996. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this d awing require further engineering anolysls by a licensed engineer or registered architect. 3750'MAX. FRAME WIDTHIDTH 5 K';•,.rt''`-'"#>f 1'l LJ. C?l -,`Fe:fN@ iA i,17.r INSWING 3744 x 82.00" +65.0 -70.0 OUTSWING 37.50" x 80.37" +65.0 -65.0 In., US uwo No.: FL -6184.1 I —LOF1 TABLE OF CONTENTS SHUT# DESCRIP110N 1 Typical elevation, design pressures, 8 general notes 2 Door panel details 3 Horizontal cross sections 4 Vertical crosssectioris 5 Buck and frame anchoring - 2X buck masonry construction 6 Frame anchoring -1X tuck masonry construction 7 Big of materials & components 3750'MAX. FRAME WIDTHIDTH 5 K';•,.rt''`-'"#>f 1'l LJ. C?l -,`Fe:fN@ iA i,17.r INSWING 3744 x 82.00" +65.0 -70.0 OUTSWING 37.50" x 80.37" +65.0 -65.0 In., US uwo No.: FL -6184.1 I —LOF1 a 35.75' MAX. DOOR PANEL WIDTH 2 L>a0R PANEL ERIOR 20 9 11 24 ERIOR HORIZONTAL CROSS SECTION 2 GeBUar PV I 14 O R L CeBukrPYC r-- 2.SG' -----I L I REINf RCEMEM WOADFaock 1.00" ATHINGEdLCH STILE ReinfMCement INTERIOR EXTERIOR 2 VERTICA! CROSS SECTION 2 ono. en croc en FL -6784.7 7-Lor 7 1 -114 -MIN. EMB. pp.) a .a 2 d 12 23Luo 30 b (i, 16 g t 40 INTERIOR1; 5 LZ 3 3 °aii 3 3 Die 3 I 17 Z 32 31 EXTERIOR N1 e 21 & 1 n HORIZONTAL CROSS SECTION fk, 3 Shownw/1X sub bucksubstitufing concetesaewstorwoodscrewsper 1-1/4" MIN. Section 1714.SA2 of the FBC 3 d 1 IEMB. (TYP.I -1/4-MIN. EMB. (TYP.) o S 4 0.15• 0.15^ 3 g mCSINK CSINK a e 12 23 23 12 ' •' o 16 b , INTERIOR INTERIOR 16 ui e u 5 W z y0 z U2m• 31 j 6 EXTERIOR EXTERIOR 13 — 915108 i 3 $ 2T 4U 27 4 ^ 1 scum N.T.S. 9 VAM we. DT m' 1 2\ HORIZONTAL CROSS SECTION 1 HORIZONTAL CROSS SEC170N 1 CM LFS 3 Ouhwing shown - in wing DFAWW noa also oppr 3 =winghoang shown -inswing FL -6184.1 nppoo s cr j °F_2_ A 1"MIN. FROM 1"MIN. FROM r—MASONRY EDGE MASONRY EDGE n'p•) I ,NP., d ° v ° z Q EXTERIOR INTERIOR 1 VERTICAL CROSS SECTION 4 Oulswing shown . inswing dso approved EXTERIOR INTERIOR 31 VERTICAL CROSS SECTION 4 Outswing contiguolion 2-1/2"MIN.FROM 2-1/2"MIN. FROM MASONRY EDGE MASONRY EDGE--» nP l ITYP.) v uc ivR I ry I CRI V K 72*' VERTICAL CROSS SECTION q Shown WIIXsub-bucksubstihfing concrete screws for wood screws per Section 1714.5.4.2 of the FBC VERTICAL CROSS SECTION J InsWng con5guration I L&50-8 z ere OT m' eM I.FS 3 ANO NAJ p FL -6184.1 0 a r-4-DFZ na I to 5 O: 1 TYP. HEAD & JAMBS SEE NOTE 1 2X BUCK 6 TYP, HEAD & 2x ^ JAMBS BUCK FRAME ui MASONRY OPENING MASONRY o OPENING Nr o r r rA:' ': JIB' a' .. r T,d BUCK ANCHORING HINGE JAMB FRAME ANCHORING STRIKE JAMB Masmy 2X buck camtrucBon NOTES: 1. 114" Elco concrete screws anchoring 2x buck require a minimum I" clearance t0 masonry edges, a 1-1/4" minimum embedment and a minimum 4" clearance to adjacent concrete screws. Substitution of equal concrete screws From a different supplier may have different edge distance and center distance requirements. Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortar joints. if concrete screw locations noted as MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortarjoints, additional concrete screws may be required to ensure the maximum on center dimension Is not exceeded. HIHGF JAMB SIRIKE PLATE DEWL f; W r mca dz 00 2 U a 9508 i LM N.T.S. 9 L ar. DT m' Im LFS 3 9W NOd C FL -6184.1 a° to a ti TY P. HEAD gJAMBS IX SEE NOTE 1 BUCK a FRAME nh MASONRY OPENING v 0 HINGEJAMB — FRAME AN RWO =&2JAMB Mmrary 1X buckcmdrucfton t4. 1. 1/4" lTW concrete screws anchoring frame and/orsH require a minimum 2-1/7' clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal concrete screws from a differentsuppller may have different edge distance and center distance requirements. Concrete screw locations at the comers may be adjusted to maintain the minimum edge distance to mortar joints. If concrete screw locations noted as MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, additional concrete screws may be required to ensure the maximum on center dimension h not exceeded. 2 3116" ITW concrete screws anchoring frame and/orsM require a minimum 1-7/8" clearance to masonry edges a 1-114" minimum embedment and a minimum 2-114" clearance to adjacent concrete screws unless otherwise noted by concrete screw manufacturer. WJ9JAM8 STRIKE PLATE MAIL NOTE SEE NOTE 2 n o atm 9 508 i sant N.T.S. caro. an OT cwc M LPS 3 FL -61:84: z ° 6r