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WS-13-2431Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 209910 Scheduled Inspection Date: April 16, 2014 Inspector: Rodriguez, Jorge Owner: DULCIO, PRECIEUSE Job Address: 10716 NW 2 Avenue Miami Shores, FL 33168 -4301 Project: <NONE> Contractor: HOME OWNER 5unaing Department comments REPLACE FRONT DOOR REPLACING WS 13 -179 Permit Number: WS -10 -13 -2431 Permit Type: Windows(Shutters Inspection Type: Final Work Classification: Door Replacement Phone Number (305)758 -0570 Parcel Number 1121360020100 INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP- 208080. CREATED AS REINSPECTION FOR INSP- 207823. CREATED AS REINSPECTION FOR INSP- 202027. NO access, no one home Hinges missing one tap con. Failed ❑ Frame missing tap cons per NOA Correction Missing hinge tapcons ❑Needed Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. April 15, 2014 For Inspections please call: (305)762 -4949 Page 19 of 32 ( Miami Shores village _ n Building Department 40050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 FBC 20 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: b 01 l � NW 20d #e 9 ye Permit No. ` ' `C Master Permit No. WJI S " A q 3 , ROOFING City: Miami Shores County: Miami Dade Folio/Parcel* Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): .-Pre e / e U)-, 100 / C4 b Phone#: r3G`f) 77P— 0.570 Address: 10116 ty w 2 `� `/ f%V a n 4'Q 1 City: /'list" cf h 6 HJ State /eL Zip: 12 / clef Tenant/Lessee Name: Phone#: Email: CONTRACTOR: Company Name: _ l! Phone#: Address: City: State: Zip: Qualifier Name: Phone#. State Certification or Registration * Certificate of Competency #: Contact Phone#. Email Address: DESIGNER: Architect/Engineer: Phone#: Value of Work for this Permit: $ �, / ® ®• it ® SgnardLinear Footage of Work: Type of Work: DAddition DAlteration / ONew ORepair/Replace ODemolition Description of Work: �!4 /�� fi-o17 &o dje Color thru lik: Submittal Fee $ Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ DBPR $ Bond $ Notary $ Training/Education Fee $ Technology Fee $ Double Fee $ Structural Review $ TOTAL FEE NOW DUE C 7� Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Zip 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 the 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 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. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged Signature'ipt� -�'-�P ®<r Owner or Agent The foregoing instrument was acknowledged before me this day of , 20a by'(ZfZ CA f '-U5 — L-k-)LL I who is personally known to me or who has produced R 'O As identification and who did take an oath. Signature Contractor The foregoing instrument was acknowledged before me this_ L) day of .20 _, by who is personally known to me or who has produced as identification and who did take an oath. NOTARY PUBLIC: Sign: Print: /90 My Commission Expires: ca'•. IP,�Z /Ep APPROVED BY _ 7 �5 - Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10/07)(Revised 06/10t2009)(Revised 3/15/09) NOTARY PUBLIC: Sign: Print: My Commission Expires: Zoning Clerk Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME; P"Cieolc_ i0 e'`c� DATE: I a I� ADDRESS: -- tG 7{ � N� 2 "c' 4renvt , �'1, G rrr; sh#r�Z( 9J/ (d> Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, KS 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one family or two - family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.CA and with - holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. i understand that state law requires construction to be done by a licensed contractor and have applied for an owner- builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. PD Initial 2. 1 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. Initial 3. 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 finance] risk by hiring a licensed contractor and having the permit filed in his or her name inslaad of my own name. I also understand that the contractor is required by law to be licensed to Florida and to list his or license, numbers on s , permits and Contracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a fans outbuilding. I may also build or improve a commercial building lf the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be bul t 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 1 year after the construction Is complete, the law will presume that I built or substartiatly Improved it for sale or lease, which violates the exemption. Ind 5. 1 understand that, as the owner- builder, I must provide direct, onsite supervision of the construction. PIP Initial ,__ 6. 1 understand that I may not hire an unlicensed 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 license required by law and by county or municipal ordinance. Instal r , I understand that Ills frequent practices 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 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. Initial I understand that 1 may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the work Ming 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 may subject to serious financial risk. Initial I agree that as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner- builders as well as employers. I also understand that the Construction must amply with all applicable laws, ordinances, building codes, and zoning regulations. Initial fy- 10. 1 understand that I may obtain more information regarding my obligations as an employer from the internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850 .487.1395 or httoJAvww. mvfloddalicense .comldborlorolcilblmdex.html Initial _f 11. 1 am aware of, and consent to; an owner-builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: InIfiaL 1 L 12. 1 agree to notify Miami Shores Village immedietely of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Ucensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Ucensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be to civil c ourL 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 properly licensed and the stabs of the contractors workers compensation average. Before a building permit can be issued, this disclosure statement must be completed and signed by the property Wmpr and mWmed to the local permitting agency responsible for Issuing the permit A copy of the property owner's driver liicense, the notarized sl�lnature of the property owner, or other type of verification acceptable to the local permitting agency is requirpd when g q the permit is issued. Was acknowledged before me this 0 day of �- . 20 L `3 By piz Ci >~, l) Sfc CIO who. was personally known to me or who has Produced there License or i p - - :/ 6. _. � *� • OJGA0G Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 October 30, 2013 Permit No: WS13 -2431 Building Critique Review 1. PROVIDE SKETCH SHOWING THE LOCATION OF THE DOOR TO BE REPLACE. 2. SELECT PRODUCT TO BE INSTALLED FROM THE NOTICE OF ACCEPTANCE. Ismael Naranjo Building Official Plan review is not complete, when all items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets in the re- submittal drawings. Florida Building Code Online ., Page 1 of 5 FL # FL15255 Application Type New Code Version 2010 � ® z Application Status Approved _O Comments w 0 ~ g ..,. Archived ❑ \ u :D Q Q a�V Product Manufacturer Trinity Glass International o Address /Phone/Email 4621 192nd Street East z Tacoma, WA 98446 in LU cn (253) 875 -7300 rickw @rwbidgconsultants.com _ Z ¢ J Z w Authorized Signature Vivian Wright 0 rickw @rwbidgconsuitants.com ® U O Uj ® LJ c Technical Representative 0 C� ® U Q vJ Address /Phone/Email yb , ; Q. - 0 LU w Quality Assurance Representative n f v; Address /Phone /Email -OCT 0 Category Exterior Doo 9e� 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 Lyndon F. Schmidt, P.E. developed the Evaluation Report Florida License PE -43409 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 __1 Validated By Ryan ]. King, P.E. ® Validation Checklist - Hardcopy Received Certificate of Independence FL15255 RO COI Certificate of Indeoendence.odf Referenced Standard and Year (of Standard) Standard Yea ASTM D1929 1996 ASTM D2843 1999 ASTM D635 2003 ASTM G155 2004 TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL15255 RO Eauiv Of Standards.odf http: / /floridabuilding.org/pr /pr app_dtl.aspx? param= wGEVXQwtDgv3yWKJZ1QRNo... 10/28/2013 Florida Building Code {Online Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 02/26/2012 04/13/2012 03/08/2012 04/18/2012 Page 2 of 5 (Summary of Products Go to Page 0 0 0 Page 1/ 2 FL # 1114odel, Number or Name Description 15255.1 a. Fiberglass Door 618 Single Opaque "Impact" Fiberglass Door - Outswing Configuration X) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15255 RO II INST 15255.1.01' Approved for use outside HVHZ: Yes Verifled 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 15255.1 for Design Pressure Ratings, FL15255 RO AE Eva[ 15255.1.01' any additional use limitations, Installation instructions Created by Independent Third Party: Yes and product particulars. 15255.2 b. Fiberglass Door 6'8 Single Opaque "Impact" Fiberglass Door with "Impact" Sidelite or Sidelites - Outswing Continuous Head and Sill Conflgurations OX or XO; OXO) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15255 RO II INST 15255.2.odf Approved for use outside HVHZ: Yes Verifled 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 15255.2 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.2.12df any additional use limitations, Installation Instructions Created by Independent Third Party: Yes and product particulars. 15255.3 c. Fiberglass Door 6'8 Single Opaque "Impact" Fiberglass Door with "Impact" Sidelite or Sidelites - Outswing Configurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15255 RO II INST 15255.3.odf 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 15255.3 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.3.odf any additional use limitations, installation Instructions Created by Independent Third Party: Yes and product particulars. 15255.4 d. Fiberglass Door 6'8 Double Opaque "Impact" Fiberglass Door with or without "Impact" Sidelites - Outswing Configurations I(XX; OXXO) Limits of Use Installation Instructions A- --.. —A fw . — {w MWMV. Vin CI C7G Z Dn TT TNIGT 1 r )rr. d 1f http: / /floridabuilding.orglpr /pr_ app_ dtl .aspx ?param= wGEVXQwtDgv3yVVKJZ1 QRNo... 10/28/2013 Florida Building Code Online Page 3 of 5 15255.6 Door 6'8 Single Glazed "Impact" Fiberglass Door with "Impact" ]r1berglass Sidelite or Sidelites - Outswing Continuous Head and Sill Configurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15255 RO II INST 15255.6.odf 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 15255.6 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.6.pdf any additional use limitations, installation Instructions Created by Independent Third Party: Yes and product particulars. 15255.7 g. Fiberglass Door 6'8 Single Glazed "Impact" Fiberglass Door with "Impact" Sidelite or Sidelites - Outswing Configurations (OX or XO; OXO Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15255 RO II INST 15255.7.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 15255.7 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.7.pdf any additional use limitations, installation Instructions Created by Independent Third Party: Yes and product particulars. 15255.8 h. Fiberglass Door 6'8 Double Glazed "Impact" Fiberglass Door with or without "Impact" Sidelites - Outswing Configurations XX; OXXO) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15255 RO II INST 15255.8.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 15255.8 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.8.Pdf any additional use limitations, Installation instructions Created by Independent Third Party: Yes and product particulars. 15255.9 I. Fiberglass Door 6'8 Single Opaque "Non - Impact" Fiberglass Door - Outswing / Inswing Conflguration (X) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15255 RO II INST 15255.9.01' 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 15255.9 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.9.adf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 15255.10 J. Fiberglass Door 6'8 Single Opaque "Non - Impact" Fiberglass Door with "Non - Impact" Sidelite or Sidelites - Outswing / Inswing Continuous Head and SIII Configurations (OX or XO; OXO Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15255 RO II INST 15255.10.0f 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 15255.10 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.10.gdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 15255.11 k. Fiberglass Door Single Opaque "Non - Impact" Fiberglass Door with on - Impact" Sidelite or Sidelites - Outswing / Inswing Enflguratlons (OX or X , OXO Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL15255 RO II INST 15255.11.0f 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 15255.11 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.11.pdf any additional use limitations, Installation Instructions Created by Independent Third Party: Yes and product particulars. 15255.12 1. Fiberglass Door 6'8 Double Opaque "Non- Impact" Fiberglass Door with or without "Non - Impact" Sidelites - Outswing / Inswing Configurations (XX; OXXO). Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15255 RO II INST 15255.12.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 http: / /floridabuilding.org/pr /pr app_ dtl. aspx? param= wGEVXQwtDgv3yWKJZ1QRNo... 10/28/2013 Florida Building Code Online Page 4 of 5 Impact Resistant: No I Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 15255.12 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.12.pdf any additional use limitations, installation Instructions Created by Independent Third Party: Yes and product particulars. 15255.13 M. Fiberglass Door 6'8 Single Glazed "Non - Impact" Fiberglass Door with "Non - Impact" Sidelite or Sldelites - Outswing / Inswing Continuous Head and Sill Configurations (OX or XO; OXO Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15255 RO II INST 15255.13.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 15255.13 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.13.pdf any additional use limitations, Installation instructions Created by Independent Third Party: Yes and product particulars. 15255.14 n. Fiberglass Door 6'8 Single Glazed "Non - Impact" Fiberglass Door with "Non - Impact" Sldelite or Sidelites - Outswing / Inswing Continuous Head and Sill Configurations (OX or XO; OXO Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15255 RO II INST 15255.14.0 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 15255.14 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.14.Ddf any additional use limitations, installation Instructions Created by Independent Third Party: Yes and product particulars. 15255.15 0. Fiberglass Door 6'8 Single Glazed "Non - Impact" Fiberglass Door with "Non - Impact" Sldelite or Sldelites - Outswing / Inswing Configurations (OX or XO; OXO) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15255 RO II INST 15255.15.1)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 15255.15 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.15.pdf any additional use limitations, Installation Instructions Created by Independent Third Party: Yes and product particulars. 15255.16 p. Fiberglass Door 6'8 Double Glazed "Non - Impact" Fiberglass Door with or without "Non - Impact" Sldelites - Outswing / Inswing C ()X; OXXO) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15255 RO II INST 15255.16.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 15255.16 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.16.�df any additional use limitations, installation Instructions Created by Independent Third Party: Yes and product particulars. 15255.17 q. Fiberglass Door 8'0 Single Opaque "Non - Impact" Fiberglass Door - Outswing / Inswing Configuration (X) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15255 RO II INST 15255.17.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 15255.17 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.17.Ddf any additional use limitations, installation Instructions Created by Independent Third Party: Yes and product particulars. 15255.18 r. Fiberglass Door 8'0 Single Opaque "Non - Impact" Fiberglass Door with "Non - Impact" Sldelite or Sldelites - Outswing / Inswing Continuous Head and Sill Configurations (OX or XO; OXO Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15255 RO II INST 15255.18.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 15255.18 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.18.Ddf any additional use limitations, Installation instructions Created by Independent Third Party: Yes and product particulars. http: / /floridabuilding.org/prlpr app_dtl.aspx? param= wGEVXQwtDgv3yWKJZ1QRNo... 10/28/2013 Florida Building Code,Online Page 5 of 5 15255.19 s. Fiberglass Door 8'0 Single Opaque "Non - Impact" Fiberglass Door with "Non - Impact" Sidelite or Sidelites - Outswing / Inswing Configurations OX or XO; OXO) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15255 RO II INST 15255.19.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 15255.19 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.19.Ddf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 15255.20 t. Fiberglass Door 8'0 Double Opaque "Non - Impact" Fiberglass Door with or without "Non - Impact" Sidelites - Outswing / Inswing Configurations (XX; OXXO) Limits of Use Installation Instructions Approved for use In HVHZ: Yes FL15255 RO II INST 15255.20.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 15255.20 for Design Pressure Ratings, FL15255 RO AE EVAL 15255.20.0 f any additional use limitations, Installation instructions Created by Independent Third Party: Yes and product particulars. Go to Page ® 0 ® Page 1/ 2 ® ® I Back 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, email addresses are public records. If you do not want your e-mail address released in response to a public- records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 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 emalls 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: ®®FIRR® CreditArFE http: / /floridabuilding.org/pr /pr app_ dtl. aspx? parmn= wGEVXQwtDgv3yWKJZlQRNo... 10/28/2013 i GLAZED IF FIBERGLASS .O•, OUTSWING FRAWVRM �r gR ��pYY �S ag IMF Es 1 tt NO- .�. Hir gR ��pYY �S ag IMF Es 1 INTERIOR O WMONTAL CNISS J&KM. SFRUCTURALSILKXM PLCL) SEE OPTIONS BELOW THREAMqGSCREW IYVC/ALU&t OR POLYPROPYLOWALUK COMBNATION GLAZING SPACER (G2��W�AIL "M U L AL MM Dom I lirANNEALED #8XI-I/IrSELF GLASS THREADING SCREW MOW FVB INTERLAYER DUPONT BUTACITE OR CAPSTONE 7- ALUMMM & BUM SPACER SYSTEM Kwum am SlIGNME Sam I ff"BOM. SIGNATURE SERBS IMflIiIlNllllllf�` 02 2.4ir TOP RAIL - LYL/Comp. ,LASS BYTE I"OATHKGLASS UTTEMPEM GLASS G3 G2 G1 AIR SPACE IlTANNEALED GLASS OMW PVB HERLAYER DUPONT BUTACITE OR CAPSTONE FXTERVR 11WANNEALED GLASS 0 . IkII im"IM o o � 5-11 L - 1 M N.T.S. IK� STRUCTURALSIJUCONEOPIION&. SILICONE BY CAPSTONE (4-4 VERY" CAM SECTM DOW 995 STRUCTURAL SILICONE FL- 15255.5 SILICONE BY DONGYANG SW CONE CO. 4) SHM WS'MAX. PAM WRDIH 15-V PVC STILE CAP MAX D.W. im 037 DEIA[L 2 3 -I SEE HARDWARE 'I CHART SEE DETAIL I 0 —PANa -W L POLYURETHANE BUM BUM FOAMED FIBERGLASS 1'OA.THKGLASS YARN c t3 REINFORCEMENT AIR PACE DECORATIVE BERT AIRSPACE Ifir ANNEALED GLASS PVC COMPOSITE RAIL M PVB INTERLAYER DUPONT BUIACITE OR CAPSTONE STRUCTURAL SUM Ifir ANNEALED GLASS WAIL2 FIBERGLASS SIGN .. .. ...... .. ......................... .......... ............ ........ . .... .. . . . ........ -.- . . ............ ..... ... ..... . ................. ............ ...... .... ......... ..... ....... ... ... ... . .......... .... I . ....... - . ....... I ....... .. ... . ........ - ............. MANWAMM ........... .. ........... .... .. .. .... ........... ... . . . ..... ................. ... ........ ... ......... .. KWUM KNOW SIGNATURE SKIES MDBMT. MATURE SERIES (980) '�KU—ZL4TO] INTERIOR I HORIZONTAL CROSS SECWN LVLSTILE PVCSTUCAP I= BLOC -- go 2A(r I AC ---4 TOPM - LVL/COMP- Z GLASS BYTE B3 A3 BUM BUM 1'OA.THKGLASS 1/8'rMERED GLASS AIR PACE DECORATIVE BERT RAIL AIRSPACE Ifir ANNEALED GLASS PVC COMPOSITE RAIL M PVB INTERLAYER DUPONT BUIACITE OR CAPSTONE STRUCTURAL SUM Ifir ANNEALED GLASS � WO (M. 4 PLCS.) SEE OPTIONS BROW ALUMINUM eg�mmA z STRUCTURAL SILICONE OPTIONS. • SILICONE BY CAPSTONE (4PIL) DOW 995 STRUCTI)RAL. SILICONE SILICONE BY DONGYANG SILICONE CO. F'r R. d LVL RAIL PVC COMPOSITE RAIL 02/27/12 z JK 9 cm Im LFS DRAM WA ro FL-15255.5 2-'\ VW X& CROSS SM-M OF 1 -1/4 MIN. Ba (IYP.) 0 4 1 -1/4 MIN. EMS. (1YP.) NNTEPJOR EXTERIOR 23 A t-3—'N HORIZONTAL CROSS SECTION 4 Shown. /Mabbudc 0.15° C C'8MK --{ 1 2 3 v • .o INTERIOR a d ai l r 144 MIN. Be. (".) a ww en JK auc a+s LFS a HORIZONTAL CROSS SECTION ¢ FL- 15255.5 m 4 - 8 N E e$$ Q° •p ... ° a ' 4. .. . d e e t Z 3 g A n _ C �n 40 12 F 1 2 3 40 EXTERIOR INTERIOR EXTERIOR INTERIOR 1 2 3 INFERIOR 2 t/WPCAL CROSS SEMON i1 \ VEtrrrC,4t CROSS SECTION S simvm w/ix sub buck v a EXTERIOR MTEROR EXTERIOR 40 40 12 12 27 25 e a ° oars: 02 27 12 i 4 CROSS SECTION eM, �• N.T S ova. By, JK m S %31 VERTICAL CROSS SECTION S art IFS 3 5 09� -f+�h m FL- 1515 255.5 � SHW O 8 o 2X BUCK MASONRY OPENING 7�r1 7 At R b-i q ;i 0 F CIO SEE HINGE DETAIL 2 SEE HINGE DETAIL I BUCK ANCHORING HINGE JAMB CONCRETE ANCHOR NOTES: I Subst[tuffon of equal concrete anchors from a different appffer may have dh7bre& edge distance and center c5stance requirements. Z Concrete anchor locaffm at the comers may be adWed to nxzrntah the m• edge distance lo hunk ribints • N concrete anchmk=ffbns noted as MAX. ON CENWr must be aqtWed to moblob the nib edge dbkvce to mortarldints, addWonal concrete armors may be nxx*ed to ennn the WAX ON CEPOW chumstom are not exceeded 1.5 Concrete anchor lulzlb• ................ ......... ........... .......... ............ 'A .. . .. . .. ............... . ...... ............. ......... . .. .... ...... -1...." . ... ........ .. . ... ..... .......... . ............. .. .. . ... I ... ... .... ... ................. . .... . .. .. ....... ..... .... .................. . .... ... .... ....... ....... . .... ........... ........................... ....... . . ... ......... . ...... .; . .... ........... ........ . ......... A .... ... . .. ................... I . ...... 4 ..... . ...................... .. ... .... ..... ITW IN 1-1/4 2-1l2" r ELCO 41 TTYY 3/16° 1-1/4 T 2-5/r 2-1/4* 2X BUCK 11 — r ITYP.) SMIXEJAW J di 2XBUCK M lXBUCK SWU ME DUM T mi; HINGE DETAIL I HINGE DETAIL 2 2X BUCK 1X BUCK x En J" ' FL- 15255.5 - 6 4.W --23r- 4 O-=ANIIJAIM q>�;VL 4.58 4.57" 4Sr 4.W 0 0 �o 0 MIN mmm WALL N.T.S. I m FL-15255.5 Er _L of _& s� 0 d s Bg1QFMIgHtlALt f8�b11 N d n A iX BUCK SG - 0.55 WOOD �a 2X BUCK SG> =0.55 WOOD C 1/4` MAX. SHIM SPACE D 1/4' X 2�/4' PFH ElCO OR I11N CONCRETE SCREW 83 a E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI �1 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1 /4'X3 -3/4' PFH I1W CONCRETE SCREW STEEL H i /4'X3- 1l4' PFH TIW CONCRETE SCREW STEEL J #9 X 2 -1/4" PFH WS STEEL L 88 X 2 -1 /2" PFH WS STEEL M 3116' X3.1/4' PFH t11N CONCRETE SCREW STEEL P 1/4' X 23/4' PFH ELCOOR RVV CONCRETE SCREW STS 1 JAMB (FINGER -JOINT PINE - SG 570-A- WOOD 2 JAMB PVC 3 JAMB FIBERGLASS /COMP 8 I16 X 1 -114 PFH DRYWALL SCREW STEEL r WEATHER STIR QEBD69D Q-LON 18 3.983° X 4.0° HINGE MIN 0.098" THICK STEEI. 19 5BJJCEY PC /ASA 22 DEADBOLTSTRTKEPLATE STE0. 23 5TRIKE PLATE STEEL 24 #9 X 518° PFH WS STEEL 25 dl 6 26 #9 X 1.0 PFH WS STEEL 27 OUiSWING THRESHOLD ALUMINUM W/ COMPOSITE SUBSTRATE ALUM.! COMP. 40 DOOR PANEL -SEE DOOR PANEL OETAA. SHEET FOR CON5IRUCTKNd DETAILS 64 #8 X 7' PFH WOODSCREW STEEL d z z maE 02 27 i2 a • aCaFs MT.& ° Ow ers x m' LFS ; FL- 15255.5 A 0 aw -a- OF-P- Bg1QFMIgHtlALt f8�b11 N MAIEpAL A iX BUCK SG - 0.55 WOOD B 2X BUCK SG> =0.55 WOOD C 1/4` MAX. SHIM SPACE D 1/4' X 2�/4' PFH ElCO OR I11N CONCRETE SCREW STEEL E MASONRY - 3,192 PSI MIN. CONCRETE CONFORMING TO ACI �1 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE F 1 /4'X3 -3/4' PFH I1W CONCRETE SCREW STEEL H i /4'X3- 1l4' PFH TIW CONCRETE SCREW STEEL J #9 X 2 -1/4" PFH WS STEEL L 88 X 2 -1 /2" PFH WS STEEL M 3116' X3.1/4' PFH t11N CONCRETE SCREW STEEL P 1/4' X 23/4' PFH ELCOOR RVV CONCRETE SCREW STS 1 JAMB (FINGER -JOINT PINE - SG 570-A- WOOD 2 JAMB PVC 3 JAMB FIBERGLASS /COMP 8 I16 X 1 -114 PFH DRYWALL SCREW STEEL 12 WEATHER STIR QEBD69D Q-LON 18 3.983° X 4.0° HINGE MIN 0.098" THICK STEEI. 19 5BJJCEY PC /ASA 22 DEADBOLTSTRTKEPLATE STE0. 23 5TRIKE PLATE STEEL 24 #9 X 518° PFH WS STEEL 25 OUTSWING HIGH -DAM THRESHOLD ALUMINUM W / COMPOSITE SUBSTRATE ALUM./ COMP. 26 #9 X 1.0 PFH WS STEEL 27 OUiSWING THRESHOLD ALUMINUM W/ COMPOSITE SUBSTRATE ALUM.! COMP. 40 DOOR PANEL -SEE DOOR PANEL OETAA. SHEET FOR CON5IRUCTKNd DETAILS 64 #8 X 7' PFH WOODSCREW STEEL 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 Florida Bard of Professional Engineers Certificate of Authorization No. 9813 Product Category Sub Category Manufacturer 1 Product Name Swinging Trinity Glass International Glazed Fiberglass Exterior Doors Exterior Door 4621 192nd St. East "Impact" Door Assemblies Tacoma, Washington 98446 Outswing Phone 235- 875 -7300 Facsimile 235- 875 -7301 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Lyndon F. Schmidt, P.E. (System ID # 1998) for Trinity Glass International based on Rule Chapter No. 9N -3, Method 1 D of the State of Florida Product Approval, Department of Business & Professional Regulation. 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. Umitations: 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements including 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 the "HVHZ" this product complies with Section 1626 of the Florida Building Code and does not require an impact resistant covering. 4. When used in areas outside of the "HVHZ" requiring wind bome debris protection this product complies with Section 1609.1.2 of the 2010 FBC and does not require an impact resistant covering. This product meets missile level "D" and Includes Wind Zone 4 as defined In ASTM E1996 and Section 1609.1.2.4 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of drawing FL- 15255.5 require further engineering analysis by a licensed engineer or registered architect. 7. This product meets the water infiltration requirements for "HVHZ". 8. See drawing FLA 5255.5 for size and design pressure limitations. Supporting Documents: 1. Test Report No. Test Standard Testing Laboratory Signed by TEL 01470437 TAS 201, 202, 203-94 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. TEL 06- 0918 -1 TAS 201, 202, 203-94 Testing Evaluation Lab.,inc. Wendell W. Haney, P.E. TEL 08- 01370020 TAS 201, 202,203-94 Testing Evaluation Lab.,lnc. Wendell W. Haney, P.E. TEL 01370051 TAS 201, 202, 203-94 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. TEL 01370079 TAS 201, 202,203-94 Testing Evaluation Lab.,inc. Lyndon F. Schmidt, P.E. TEL 02010411 ASTM G155- 04,G158 -02 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. TEL 01470100 ASTM D1929 -96 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. TEL 01470099 ASTM D2843 -99 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. TEL 01470101 ASTM D635 -03 Testing Evaluation Lab.,lnc. Lyndon F. Schmidt, P.E. 2. Miami -Dade NOA Materials Testing 11- 0624.01 DuPont PVB Interleyer 3. Drawing No. Prepared by Signed & Sealed by No. FLA 5255.5 RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. 4. Calculations Prepared by _Signed & Sealed by Anchoring RW Building Consultants, Inc. (CA #9813) Lyndon F. Schmidt, P.E. ASTM E1300 Glass Load Lyndon F. Schmidt, P.E. 5. Quality Assurance Certificate of Participation issued by National Accreditation and Management Institute, certifying that Trinity Glass International is manufacturing products within a quality assurance program that complies with ISO /IEC 17020 and Guide 53. /4T4--� PF 1089 Sheet 1 of 1 Lyndon F. Schmidt, P.E. FL PE No. 43409 2/29/2012 1 1 t. , . I ® M -. Kd =.85: 2100 W 76 Street, .Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2010. Robert S. Monsour, P.E. FI # 1 1955 / 0006024 ASCE 7 -10 WIND CODE DESIGN WIND LOADS IN PSF. MIAMI DADE 175 0 PH WIND ZONE Interior &. Exterior Zones (4 8;5 - Walls). Positive Pressures Exposure C - For the :175 mph Wind Zone CATEGORY 2 Height Maximum Effective Wind Area or, Tri utary Area in Square Feet 10' 20 -- .30. __ 40 50. 60 1.00 0.95 0.92 0.89. 088 0.86 15 40.4. '38.5 37.5 36.7 36.1 35.7 20 42.7 40.8' 39.7 38.9 38.3 37.8 ' 25 .44.6 42.6 ...41.5 40.6 4000 39.4' 30 46.5. 44.4 43.2 42.3 41.7 41.1• 40 49.4 47.2 45.9 44.9 .44.2 43.6 50 51.8 49.4 48.1 1 47.1 J. .46.4 • - 1 45.7 60 53.7 51.2' 49.8 1 48.8 1 48.1 1 . 47.4 Interior Zone (4 = Walls) Negative Pressures Ex osure.0 For the 175 mph Wind Zone CATEGORY 2 Height Maximum Effective Wind Area or, Tri utary Area in Square, Feet 10 20 30 40 50 60 -1.10 .-1.05 -1.02 -0,99 -0.98 -0.96 15. -43.8 -42.0 - 40:9 -40.2 -39.6 -39.1 . 20 -46.4 -44.4 .-43.3. '-42.5 - 41.9 -41.4" . 25 -48.4 -46.4 -45.2 .-44.4 - 43.8 -43,2 30 -50.5 - 48.4 - 47.2 -46.3 45.6 -45.1. 40 .53.6 -51.4 -50.1. - 49.1 - 48.4 -47.8- 50 -56.2 -53.8 -52.5 -51,5 -50.7 40.1 60 -58.2 -55.8 -54.4 -53.4 -52.6 -52.0 Exterior Zones (5 - Walls) Negative Pressures Exposure C Far the 175 mph Wind Zone CATEGORY 2 Height Maximum Effective Wind Area or, Tributa Area in Square Feet .10 20 30- 40 50 60 =1:40 ' -1.29 '-1.23 115 -54.1 . -50*.4 - - 48.3 -46.8 -45.6 -44.7. 20 -57.2 =53.4 • -51.1 -49.5 -48.3 47.3 25 -59.8 -55:8 ' -53.. -51.7 -50.4 30 -62.3 -58.1 -55.7 -53.9 -52.6 40 -66.1 -61.7 -59.1 -57.2 558` My; • ` 50 -69.3 -64.7 -61.9 -00.0 60 -71.9 -67.0 1 -64.2 -62.2 -' Length of End Zone (a): 10% of least horizontal dimension or .4 h, whic 4er is but not less 4han 46/a, of least horizontal dimension or 3 ft. (h ;= mean roof height NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT" a a r Ai W