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WS-16-382 Inspection Worksheet Miami Shores Village 10050 N.E.2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-252664 Permit Number: WS-2-16-382 Scheduled Inspection Date: February 16, 2016 Permit Type: Windows/Shutters Inspector: Rodriguez,Jorge Inspection Type: Final Owner: SULLIVAN,JAS AND GLADYS Work Classification: Window/Door Replacement Job Address:9334 N MIAMI Avenue Miami Shores, FL 33138- Phone Number Parcel Number 1131010340150 Project: <NONE> Contractor: HOME OWNER Building Department Comments REPLACE 3 DOORS Infractio Passed Comments INSPECTOR COMMENTS False Inspector Comments Passed Failed Correction ❑ Needed Re-Inspection ❑ Fee No Additional Inspections can be scheduled until re-inspection fee is paid February 12,2016 For Inspections please call: (305)762-4949 Page 23 of 38 Miami Shores Village ?#t 7ySt�'u� r rm, irk�r srflcOb4 'i i'dow/Deur Riiplacem t �,. 10050 N.E.2nd Avenue N Miami Shores,FL 33138-0000 P e, Permit + MOVED Phone: (305)795-2204 •v. „r LORISIA „ sueoato-21`11W2016Expiration: 08/10/2016 Project Address Parcel Number Applicant 9334 N MIAMI Avenue 1131010340150 Miami Shores, FL 33138- Block: Lot: JAS AND GLADYS SULLIVAN Owner Information Address Phone Cell JAS AND GLADYS SULLIVAN 9334 N MIAMI Avenue MIAMI SHORES FL 33150-2244 9334 N MIAMI Avenue MIAMI SHORES FL 33150-2244 Contractor(s) Phone Cell Phone Valuation: $ 1,000.00 HOME OWNER _... Total Sq Feet: 0 Type of Work:REPLACE 3 DOORS Available Inspections: No of Openings:3 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning: 1 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $0.60 DBPR Fee Invoice# WS-2-16-58653 $2.00 02/12/2016 Credit Card $93.60 $50.00 DCA Fee $2.00 Education Surcharge $0.20 02/10/2016 Cash $50.00 $0.00 Notary Fee $5.00 Permit Fee $130.00 Scanning Fee $3.00 Technology Fee $0.80 Total: $143.60 In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS 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. Futhermore,I authodze the above-named contractor to do the work stated. February 12, 2016 A thorized Signa re:Owner / Applicant / Contractor / Agent ate Building Department Copy February 12, 2016 1 e 9A Miami Shores Village Building Department artment � �01� CSS10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 Sr FBC 2014 BUILDING Master Permit No.�j'�­ I (P,3(Y2 PERMIT APPLICATION Sub Permit No. ❑BUILDING F-1 ELECTRIC ROOFING ❑ REVISION E] EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS ❑ CHANGE OF ❑CANCELLATION ❑ SHOP ,a �y 'Q CONTRACTOR DRAWINGS JOB ADDRESS: 2 3 3 "/ �y � �� o��r r I ✓) City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER:Name(Fee Simple Titleholder): —S U C—L' r4 Phone#:3 v-�_-7�r_/ _Lt Z L Address: Z 331-/ Aj lAt c _f�aiL j_ 4 L& City: Ili 4dk4 a_ 1434_'eState: 1'._t_ Zip: 3 3 L �� Tenant/Lessee Name: Phone#: Email: CONTRACTOR:Company Name: --���'L�S �-• I'LL'L ✓ Phone#: Address: City: State: Zip: Qualifier Name: Phone#: State Certification or Registration#: Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit:$ Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: k e-71-`-f-" 3 0 Specify color of color thru tile: Submittal Fee$so ' Permit Fee$ Q � � CCF$ CO/CC$ Scanning Fee$ '�3 Radon Fee$ d DBPR$ a Notary$ Technology Fee$ J ` � Training/Education Fee$ 510 Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ (Revised02/24/2014) r , Bonding Company's Name(if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name(if applicable) Mortgage Lender's Address City State 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 ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES,BOILERS,HEATERS,TANKS,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 �` �i`G Signature 41 OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this C day of .20 by day of 20 by S UII-WAc-4who is personally known to ,who is personally known to me or who has produced _P-, V2%V t�Z as me or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign:__ G'' r;°°`s%•`. Sign: Print: `c. '%yP ✓> Print: Seal: = Seal: *�a *� ���'i6kW������xrr�+x�xx***x*xx�xa���msxs*err**w*r**�t*�*�*rrtx��rw��assssx*err �9 J [� APPROVED BY Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) y' ,gs 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: DATE: ADDRESS: 133y A�) �1 i �U� It--"/&/-& D�2- 3 Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida,F.S 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.C.A 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. 1 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. 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. 1 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 the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial4" 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding.I may also build or improve a commercial building if the costs do not exceed$75,000.The building or residence must be for my 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 1 year after the construction is complete,the law will presume that I built or substantially improved it for sale or lease,which violates the exemption. Initial—iW t S. I understand that,as the owner-builder,I must provide direct,onsite supervision of the construction. 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 cty or municipal ordinance. Initial 7. 1 understand that it is 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 B. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses 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 may subject to serious financial risk. A _l'� , Initial � 9. 1 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 comply with all applicable laws,ordinances,building codes, and zoning regulations. Initial 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 http://www.mvfloridalicense.com/dbor/pro/cilb/index.html Initial 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: Initial 12. 1 agree to notify Miami Shores Village immediately of any additions,deletions,or changes to any of the information that I have provided on this disclosure. iJ, Initial Licensed 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 Licensing 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 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 properly licensed and the status of the contractor's workers compensation coverage. Before a building permit can be issued,this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit.A copy of the property owner's driver license,the notarized signature of the property owner,or other type of verification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this l day of e fE3 , 20 ( ? BySaMm -S SULUQ� who was personally known to me or who,has Produced there License or �L- 1721V 1^tom a00 s`Ider1n.;' �C OWNER NOTARY � ' ©.1+�T •. ��S �.P�rAGE� • • •• • • • • • • •• • • • • • • • • • • • • • • • • • • • • • Adak AWM u. �e I i MlwW Shores u h APPROVED 8V bey,e �-- - ZONING DEPT CID BLDG DEPTGSD SUBJECT TO COMPL WITH ALL 1. STATr AND COUNTY RULES AND REGULATKM J 2 2006 11 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . •MIAMI-DADE • • • • • • M�A]QII-D�IiCLUNTX,FLORIDA BUILDING CODE COMPLIANCE OFFICE(BCCO) ••• ••• •"TRO-DADOFLAGLER BUILDING PRODUCT CONTROL DIVISION 140 WEST FLAGLER STREET,SUITE 1603 MIAMI,F•L�ORIDA 33130-1563 NOTICE OF ACCEPTANCE (NOA) •;• ;•; ;•134?375so ��01••FAX(305)375-2908 Jeld-Wen • ;w�yv•1luildinodeonline com 3250 Lakeport Blvd. •• • • Klamath Falls,OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AM (in areas other than Miami Dade County) have this product or material tested for quality assurance purposes. If this product or material reserve ls to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series`°6-8"Outswing"Glazed Steel Door—L.M.I. APPROVAL DOCUMENT:Drawing No.JW0509-03-01,titled"Impact Glazed Steel Door Outswing 6'-8"Lip Lite",sheets 1 through 6,of 6 pre - en,Inc.,dated 09/06/05 with revision B 04/08/06,signed and sealed by James J.Dobrows ' .E.,bearing " " Notice of Acceptance num r and approval datebytheMiami Dan County ty cProdu t Cont Control trol Division. proval stamp with the MISSILE IMPACT RA G:Large and Small Miss;le Impact LABELING:Each unit shall a permanent label with the man cturer's name or logo,city,state and following statement: "Miami-Dade unty Product Control roved",unless otherwise noted herein. RENEWAL of this NOA shall be coni newal application has been filed and there has been no change in the applicable building code negatively affecting the performance ofthis product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidences page E-I and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D.Gascon,P.E. _ ���As� NOA No 05-1215.01 3 0 6 Expiration Date:May 25,2011 Approval Date:May 25,2006 Pagel . . ... . . . ... .. .. . . . .. .. . MIAMI-DAQE • . . ... . . . . ... e . .. . ... . .. • • •• • • • • • • •• • . • . • MJA1r1-D*I:Cb1NTY,FLORIDA BUILDING CODE COMPLIANCE OFFICE(BCCO) •• ••• •METRO-DADE'FLAGLER BUILDING PRODUCT CONTROL DIVISION 140 WEST FLAGLER STREET,SUITE 1603 MIAMI,F.fy,ORIDA 33130-1563 NOTICE OF ACCEPTANCE (NOA) '.• :•: :•135�7S 101•e FAX(305)375-2908 Jeld-Wen • • • ; :V°"�' uzldinodeonline com 3250 Lakeport Blvd. Klamath Falls,OR 97601 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed by Miami-Dade County Product Control Division and accepted by the Board of Rules and Appeals(BORA)to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction(AHJ). This NOA shall not be valid after the expiration date stated below. The Miami-Dade County Product Control Division (In Miami Dade County) and/or the AW (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke,modify,or suspend the use of such product or material within their jurisdiction. BORA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Division that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein,and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION:Series"6-8"Outswing"Glazed Steel Door—L.M.I. APPROVAL DOCUMENT:Drawing No.JW0509-03-01,titled"Impact Glazed Steel Door Outswing 6'-8"Lip Lite",sheets 1 through 6,of 6 prepared by Jeld-Wen,Inc.,dated 09/06/05 with revision`B"04/08/06,signed and sealed by James J.Dobrowski,P.E.,bearing the Miami-Dade County Product Control Approval stamp withthe Notice of Acceptance number and approval date by the Miami-Dade County Product Control Division. MISSILE IMPACT RATING:Large and Small Missile Impact LABELING:Each unit shall bear a permanent label with the manufacturer's name or loo city, following statement: "Miami-Dade County Product Control Approved",unless otherwise oted herein.and RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an endorsement of any product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami-Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed,then it shall be done in its entirety. INSPECTION:A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidences page E-1 and E-2,as well as above. approval document mentioned The submitted documentation was reviewed by Jaime D.Gascon,P.E. i-:- e ( a^69_ NOA No 05-1215.01S o6 Expiration Date:May 25,2011 Approval Date:May 25,2006 Pagel . . ... . . . ... .. .. . . . % .. . ' Jeld-Wen Inc . .. . ••• . • NOTICE OF ACCEPTANCE: E •E01�SCE B ••• iTTL13 ••• A. DRAWINGS 1. Manufacturer's parts and sections drawings.— .'._ :•. :06 •0• 2. Drawing No"JW0509-03-01",titled"Im act a• ••• •• •' ,_ Y 4e4 SteM Do4�•Oyt.Aving 6'-8"Lip Lite", sheets 1 through 6 of 6,prepared b Jttd-Wen Inc.,dated 09/06/05 with revision`B"on 04/08/06, signed and sealed by James J. Dobrowski , P. r B• TESTS 1• Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3)Water Resistant Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC,TAS 201-94 5)Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1, TAS 202-94 g with ma Alonrked-up drawings and installation diagram Of prepared by National Certified Testing Laboratories tt Report No. CTL 210- 3195-1 dated 9/28/05,signed and sealed by Gerard John Ferrara,P.E. C. CALCULATIONS: I. Anchor Calculations and structural; analysis,prepared by Jeld-Wen,Inc.,dated 11/04/05,singed and sealed James J. Dobrowski,P.E. Complies with ASTM E 1300-98 D. QUALITY ASSURANCE L Miami Dade Building Code Compliance Office(BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03-0827.08 issued to Solutia Inc. for"Clear or Colored Interlayer"dated 03/04./04,expiring on 03/04/09. 2• Test report No.J99006660-001,dated 04/08/99,for"Surface Burning Characteristics of Building Materials"per ASTM E84-97A for the Dylite Expandable Polystyrene, issued by Intertek Testing Service NA Inc. 3. Test report No.J99006660-001,dated 04./08/99,for"Test Method for Ignition Properties of Plastics,Procedure B,Short Method"per ASTM D1929-91 for the 4• Dylite Expandable Polystyrene,issued by Intertek Testing Service NA Inc. Test report No.ATI-61782.01-106-31,dated 01/14/06,for"Standard Test Methods for Tension Testing of Metallic Materials"per ASTM E8-01 for Steel Door Skin, issued by Architectural Testing,Inc. 5• Notice of Acceptance No. 03-0428.02 issued to ODL Inc. for"ODL/Western Reflection Series Aluminum Glazed Lite Kit Assembly-Impact"dated 07/28/05, expiring on 07/28/10. Jaime D.Gascon,P.E. Chief,Product Control Office NOA No 05-1215.01 EXpu anon Date:May 25,2011 E-1 Approval Date:May 25,2006 . . ... . . . ... .. .. . . . % .. . . . . . . . . . . . Jeld-Wen,Inc_ .. . ... . .. NOTICE OF ACCEPTANCE: E� 11�CE 0 0 •• TTLD' '.: A. DRAWINGS • 1• Manufacturer's parts and sections drawings•' :" • 2• Drawing No"JW0509-03-01„,titled"Im actG „ . Lite", sheets 1 through 6 of 6,prepared by JCrd w�h�, f���t�og 06/OSgwith Lip revision`B"on 04!08/06, signed and sealed by James J. Dohrowskj , P.E. B• TESTS 1• Test reports on 1)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC, TAS 202-94 3)Water Resistant Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5)Cyclic Wind Pressure Loading per FBC,TAS 203-94 b)Forced Entry Test,per FBC 2411 3.2.1,TAS 202-94 Along with marked-up drawings and installation diagram of outswing steel door, prepared by National Certified Testing Laboratories,Test Report No.NCTL 210- 3195-1 dated 9128/05, signed and sealed by Gerard John Ferrara, P.E. C. CALCULATIONS: 1• Anchor Calculations and structural; analysis,prepared by Jeld-Wen,Inc.,dated 11/04/05,singed and sealed James J.Dobrowski,P.E. Complies with ASTM E 1300-98 D• QUALITY ASSURANCE 1• Miami Dade Building Code Compliance Office(BCCO). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 03-0827.08 issued to Solutia Inc. for"Clear or Colored Interlayer”dated 03/04/04,expiring on 03/04/09. 2. Test report No.J99006660-001,dated 04/08/99,for"Surface Burning Characteristics of Building Materials"per ASTM E84-97A for the Dylite Expandable Polystyrene, issued by Intertek Testing Service NA Inc. 3• Test report No.J99006660-001,dated.04/08/99,for"Test Method for Ignition Properties of Plastics,Procedure B,Short Method"per ASTM D 1929-91 for the Dylite Expandable Polystyrene,issued by Intertek Testing Service NA Inc. 4• Test report No.ATI-61782,01-106-31,dated 01/14/06,for"Standard Test Methods for Tension Testing of Metallic Materials"per ASTM E8-01 for Steel Door Skin, issued by Architectural Testing,Inc. 5. Notice of Acceptance No. 03-0428.02 issued to ODL Inc. for"ODL/Western Reflection Series Aluminum Glazed Lite Kit Assembly-Impact"dated 07/28/05, expiring on 07/28/10. Jaime D.Gascon,P.E. Chief,Product Control Office NOA No 05-1215.01 Expiration Date:May 25,2011 E-1 Approval Date:May 25,2006 . . ... . . . ... .. .. . . . .. .. . Jeld-Wen,Inc. . .. . ... .. NOTICE OF ACCEPTANCE• E'�'IlJ •0;E SUI' gIT ' . .. . . 000. . . . .. . . . F. STATEMENTS 1. Statement Letter of conformance and letter of"leo�17 i j e 0 ' dated 11/02/05,signed and sealed b Steve S � ihtdcest''issued Jeld-Wen, y . e • 2• Statement Letter of conformance and letter df"N'o financial interest"issued by David Evans and Associates,Inc., dated 11/04/05; signed 2r_d scaled by Janes Dobrows— P.E. G. OTHER 1• Letter form the consultant,dated 03/24/06,stating that the product is in compliance with the Florida Building Code(FBC). L Jaime D.Gascon,P.E. Chief,Product Control Office NOA No 05-1215.01 Expiration Date:May 25,2011 E-2 Approval Date:May 25,2006 . . ... . . . ... .. .. % .. • Jeld-Wen,Inc 00 0 NOTICE OF ACCEPTANCE• Eily $NICE S 1 Ijt'TEII• ••• .. F. STATEMENTS 1. Statement Letter of conformance and letter of hNo • •• '•• dated 11/02/05, signed and sealed b Steve S• ire 1tarest'4 issued Jeld-Wen Y ;.fell.. . . . • 2. Statement Letter of conformance and letter df"N•o{financial int erest'�issued by David Evans and Associates,Inc., dated 11/04/05; signed and sealed by James Dobrowsk-I P.E. G. OTHER 1• Letter form the consultant,dated 03/24/06, stating that the product is in compliance with the Florida Building Code(FBC). t Jaime D.Gascon,P.E. Chief,Product Control Office NOA No 05-1215.01 Expiration Date:May 25,2011 E-2 Approval Date:May 25,2006 JEL13rWENo Steel WOOD EDGE IMPACT GLAZED INSULATED STEEL DOOR 6 8 OUTSWING SINGLE OR DOUBLE DOOR UNIT UTILIZING COMPONENTS FROM ODL°INC.AND 37 712- MAX. ENDURA PRODUCTS INC. FRAME WIDTH FRAME MAX. OVEWL FRAME WIDTH r 35 3/4"MAX. 36 1/2°MAX. GENERAL NOTES PANEL WIDTH PANEL WIDTH Z 1.THIS PRODUCT IS DESIGNED 10 MEET THE FLORIDA BUILDING CODE I W/ASTRAGAL M INCLUDING WW- z ¢0 m 8 WORD BUCKS BYOTHERS,MUST BEANCHORED PROPERLYTO TRANSFER 3 LOADS TO THEA'C STRUCTURE T Z SPRODUCTANCHORSSHALLBEASUSTEDANDSPACEDASSHOWNON DETAILS. / W X ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. O w 4.DESIGNED PRESSURE RATING SEE TABLE(,PAGE 1. O Z 2l 1/8° 21 1/6° ~ N 0 6.71kSPRODUCTMEETSTHE WATER REOt/IREMENTSFORHlQHV!].00IrY 21 1/8° J W > M U a MAX d W MAX. MAX. HURRICANE IDNE(Hlry¢) 16 D.L.O. = D.L.O. D.LO. p 2' &PRODUCT DOES NOTREQUIRE SHUTTERS —� 15 W INACTIVE ACTIVE ^' 3 z d 3 O 3 RES/DE MIAL INSULATED STEEL DOOR Common fo&khans oondkhna N d o LU 2 1 O 3 y DOOR LEAFCONSTRUCTfON: 3 / `O / � 2 Face sheets:24 GA(0.21•min)thldklees.Gahranlzed steal A 625 3 / commend LU 1 gushy AKDQPerAS7M 620 with average mb*M1,y/eld a strength Fy(ave)e30627psi, / \ \ // \ W Cote Deslon:Expanded polystyrene with 1.0 to f25lbe1'. 41 Panel Con,tucton•The amU artd lnact>ve B� by r m 24 n kra ^ Z m (0.021°m!n Panels em cvresmucted from 24 QA gakUdZedsteel.ThefaceshoalsattopandbotomarebectSo*over --� W Me top and bottom tuft The top roll measures t.0•high x 1.686"wide.The steel u, bonam rai!measures 121"high x J.688"Wlde.The sides of the face Sheol,are my 1 1 formed Into the latch and h 2 1 ? p interior ORVlryl,tiled with expandSd which measure 1.00•htghx 1.888^wide.The 2 2 0 pO yetyrene.The fete sheets are glued to the o sxPw dedPO1YSWMne.The panels are out out for the two phew ODL ANminum Ike 0 frame.Unite are glazed With tempered and laminated Impact J•1G.On double door apPtcatons the Inactive door 1s kiwi with an extruded afumhum astragal of P.EF ASTRAGAL BOLT ITEM• *2•• 6063-75 allay,menufacturedbyEndum, SINGLE OUTSWING UNIT •••• • • DOUBLEOUTSWING UNIT;, ••• • Frame Constructan: 7114 tremas are eDnswctad ol6nger/oklled p(nsJambs •••• measurJne48/16"x 1•J/4°The head JambsBremwtsedandbutJf-lp •• • • • • • ��• the side Jamb,and etached with twee(3)1 60 7/16"gown x 2"fong ALL DOOR MODELS ARE VIEWED •••••• •• 9 9 n staples on each side.The threshhold Is attached to the side%mbs with FROM 17iE INTERIOR SIDE • • • H H i throe(3) 16GA 7/16°crown x 2•long staples on each side.7119 units use •••••• ••o an Inswing adjustable threshold. 0666 •• • Glazing: ODL Insulated Ike Is 1•overall thickness,conestng of one(1) • • • • • •••• • •• W pane o 0.125•tempered glass;0.5°air space;hvo(2)panes 010.125• L annealed with.080•PVB Intedayerby Solute.All ktes are sandwiched •••••• • glazed Into the Panels. • • • • •• •• •• • ops TABLE OF CONTENTS • • •••• a r TABLE I DESIGN PRESSURE RATING • • " SHEETW DESCRIPTION • • sees • d o I TYPICAL ELEVATIONS APPROVED FOR USE WHERE • • • Z 2 VERTICAL CROSS SECTION&BILL OF MATERIAL PROTECTION FOR WATER •• • INFILTRATION IS REQUIRED • • •`T� 9-06-05 d HORI20NTALCROSSSECTIONS POSITIVE Bkr�S SCALE: NT$ ANCHORING LOCATIONS *SO.O PSF 5 MISCELLANEOUS DETAILS NEGATIVE -50.0 PSF Date Dec.BY: JPR 6 UNR COMPONENTS NOAS Minmi Dade W!d d CHlt.BY: DRAWING NO.: JW0509-03-01 SHEET)or 6 =WOODEN® Steel LAZED INSULATED STEEL DOORLE OR DOUBLE DOOR UNITENTS FROM ODO INC.AND 37 112" MAX.PRODUCTS INC. FRAME WIDTH 74"MAX. OVERALL FRAME WIDTH E�' ENERAL N07' 35 3/4"MAX. J6 1/T"MAX. ti PANEL WIDTH PANEL WIDTH 2 50 I. PRODUCT s DEslwsD TO MEET THE FLORIDA BUILDING CODE W/ASMGAL M m DING 9tV1�' Z O M D BUCKS 8YOTHERS,MUSrBEANCHORED PROPERLY.,,TRANSFERORLOADS THE STRUCTUREUCTANCHORS SHALL BEAS LISTED AND SPACEDASSIKIWNON DETAa.S.OAEMBEDMENT7O BASE MATERIAL SHALL BEBEYOND WALLDRESSING r = 7UCC0 NED PRESSURE RATWG SEE TABLE(,PAGE 1.RODUCTMEETS7HE WATER REOUJREMENTSFORHIGHVELOCITY21 1/8° J 2 21 1/8" 21 1/8' 2 0NE ZONE(HVI,fr7 MAX o MAX. MAX. ; -.MUOTDOESNOrREOUIRESHUTTERs 16 D.L.O. x D.LO. D.LO. o -' INACTIVE ACTIVE w W m 15 3 \ a 3 % O RES/DE3 Or NT/AL INSULATED STEEL DOOR Common to a8halns oondftione 2 O 3 3 Q mo to DOOR LEAF CONSTRUCTION. 3 1/ � / Z Face sheets: 24 GA(0.027"min)thidWass.GaWrdWd steel A-R6 3 4 / `N' w comm"Claf quality AKDO strength Fy(ave)°30627 rASTM 620 wlfh average minlmum y/e� / \ \ / \ vijo Core Deaton: — / W co W Expanded po(ysryrene with 1.0!0 7 25/bs dellsRy by Jed Wen Inc Psrte/Canabtrcbom The 8QU and lnaotive panels aro lmnsauctedfmr,24 G4 (0.021°min)gahenfzed steal The face sheets at top amt bottom are!rent goo war ( 1 2 m fhe top and bottom rebs.The top re6measmes 1.0'hlghx 1.668"wide.The~ --_1L V(In H bottom re1I measures 1,21'hfgh z 1.668°wide.The sldea ofthe face sheets are rob 1 F 4 J ca formed Into the larch end hinge stiles whlch measure 7.011'h/ghx 1.668'wida The 2 1 7 hltedor cavlry la Abad w8h expanded2 2 p expanded pct re cut out The,, $176819are fibred to the 0 ysryrene.The panels are cut outlor the lwoptece ODL Aluminlml Be 0 frame.Units era glazed w8h tempered and laminated impact 1.10.On double door n applkWbRsthe Inactive door Isfilled with anaxbudedalumkwmesaags/o1 REF ASTRAGAL BOLT ITEM• *12•• 6063-715allcy,mamdadUredbyEmlum. SINGLE OUTSWINGUNIT •••• • Frame Constructlotl: The flames are COnS11UCtad of Rn 0,nW n& DOUBLE Ours l�ryhrG UNITi ••• •m measuring 4-9116'x 1-114°.The head Jambs are mortlsed and buff Joined to •• • •••• ALL DOOR MODELS ARE VIEWED • • • • • the stria Jambs,and attached with three(3)1 60 7/16'crown x2'long •••••• •• • Staples on each slds.The threshhold Is attached to the aidsfiwft wN1 FROM THE INTERIOR SIDE • • • 0 H t three(3) 16GA 7116"crown x2°long staples on each stria.The units use •••••• •• u an Inswing adjustable threshold. •••• •• • • G/aztna; ODL insulated lite/s 1°overa6 thickness,cons/s6r1g o/one(1) • • • • pen&of 0.125"tempered glass;0.5"alrspace;two(2)paWS of 0.12P 0090 • •• • W annealed with.090"PVB Interiayerby Solutia.All Rtes are sandwidl�i •••••• • •>3 glazed Into the panels. • • • • • TABLE OF CONTENTS • • • •••• a TABLE I • • • g SHEET d DESIGN PRESSURE RATING • DESCRIPTION • • •••• o I TYPICAL ELEVATIONS APPROVED FOR USE WHERE • • • 0 Z Z VERTICAL CROSS SECTION 8 BILL OF MATERIAL PROTECTION FOR WATER •• • a HORIZONTAL CROSS SECTIONS INFILTRATION IS REQUIRED • • ATE: 9-06-05 ANCHORWG LOCATIONS POSITIVE 180.0 PSF ffl0 � SCALE NTS 5 MISCELLANEOUS DETAILS NEGATIVE 60 0 PqF OWG.BY. JPR 8 UNR COMPONENTS Ae RdrrA CNx.eY; DRAWING NO.: JW0509-03-01 SHEET 1 or 6 N= 19 Item DESCRIPTION y Material r/-/6?.-'a(a 1 SIDE JAMB 1 1 4"x 4 9 16' FINGERJQINTED PINE PINE 20 2 HEAD JAMB 1 1 4 x 4 9 16" FINGERJOINTED PINE IN 3 4" x 4" BUTT HINGE 12GA. .089" MIN STEEL 4 9 x 5 8" PHILLIPS FLATHEAD WOOD SCREW STEEL 2 5 8 x 2 1 2" PHILLIPS FLATHEAD WOOD SCREW STEEL '_ ro 6 10 X 1 1/z PHILLIPS FLATHEAD WOOD SCREWSTEL Z C4 Cl) Li .7 #8 x 3" PHILLIPS FLATHEAD WOOD SCREW. STEEL Z ¢ O M z 26 SEIf NOTE 1 & 2 8 8X1" PHILLIPS PAN HEAD WOOD SCREW STEEL Z= 2 Y 5 z 9 9 COMPRESSION WEATHERSTRIP Q-LON QOS-650 y� (� z 11 OUTSWING BUMP THRESHOLD ENDURA ALUMINUM Q N O 28 12 ASTRAGAL THROW BOLT STEEL ROD 5 16 x 18 STEEL Lu n Z to z30 21 13 ASTRAGAL BOLT STRIKE PLATE LOCATED STEEL co U tL 21 ON HEAD JAMB 14 16 Ga. 7 1fi CROWN x 2"LONG STAPLES STEEL 15 KWIKSET TITAN SERIES LOCK SERIES 400 w 16 KWIKSET TITAN SERIES DEADBOLT SERIES 780 ops z INTERIOR EXTERIOR 17 ENDURA ULTIMATE HURRICANE ASTRAGAL ALUMINUMo �N d 1" 18 ASTRAGAL BOLT STRIKE PLATE ON BOTTOM SILL EEL wa w� 23 i 9 2x WOOD BUCK p, c 20 SHIMS FOR 1 4" MAX THICKNESS WOOD y� c� WOOD 22 21 DOW 995 SILICONE SEALANT SILICONE�? 22 1 IMPACT IG ASSEMBLY NOA 03-0428-02 GLASS p p o O to 21 24 23 1 B TEMPERED GLASS GLASS U Wm 24 3 8 LAMINATED ANNEALED GLASS GLASS 25 OCK BLOCK WOOD X 12 LG 1 TOP RAIL FINGERJOINTED PINE WOOD 00 30 2 BOTTOM RAIL 25CA MIN GALVANIZED STEEL STEEL 28 28 EXPANDED POLYSTYRENE 1.0 TO 1.25lbs DENSITY BY JELD_WEN FOAM 0000 SEE NOTE 1 & 2 29 STEEL DOOR PANEL SKIN MATERIAL 24GA GALVANIZED STEEL • •••••• •• • } Ed 29 A-525 COMMERCIAL QUALITY 0.021"MIN. THICK. CAV IZ m w 33 27 30 OL UTE FRAME ALUM 6053 T5 *see 31 HIM E !DE STILE FINGER JOINTED LVL ALUMInum 11 2 [ATCH St E STI fTNG JOIN LVL L 33 8 x 2' PHILLfPS FLATHEAD W000 SCREW STEEL • • o N • • • • s Ln NOTES: •••• • •• i w z in 1. FOR ANCHOR SPACING SEE SHEET 4 OF 6 •••••• • • •4. ry z 2. 2x BUCK TO SUBSTRATE FASTENING MAY • • ease.: UTILIZE OPTIONAL 3/16" ELCO TAPCON (NOA • •• 19 #02-0503.07) •••••• • H w b F • • •••• • • : 4e a 01 •• • • •DATE: 9-06-.OS �ppr9"A2*`asl V&4 SCALE: NTS t>.o� DK.ef.. JPR 1_ VERTICAL CROSS-SECTION "" _ � B', 2Mtemi Duk OAMANO NO_: (ENDURA FOB4566 SILL) es JW0509-03-02 SHEET 2 of 6 J N= 19 Item DESCRIPTION 1 SIDE JAMB 1 i 4"x 4 9 16' FINGERJOINTED PINE) PIIJEriol 20 2 HEAD JAMB 1 7Z4--x 4 9116" FINGERJOINTED PINE` I 3 4" x 4" BUTT HINGE 12GA. .089" MIN STEE 4 9 x 5 8" PHILLIPS FLATHEAD WOOD SCR W STEEL 2 5 8 x 2 1 2" PHILLIPS FLATHEAD WOOD SCREW STEEL 6 10 X 1 1 2" PHILLIPS FLATHEAD WOOD SCREW STEL Z co ei oa) M j;5^�`' .7 //8 x 3" PHILLIPS FLATHEAD WOOD SCREW, STEEL z ¢ -0) z 26 SE NOTE t & 2 8 BX1" PHILLIPS PAN HEAD WOOD SCREW STEEL Z Z ? Y 5 9 9 COMPRESSION WEATHERSTRIP Q-LON QDS-650 =c _i y T 1 OUTS WING BUMP THRESHOLD ENDURA ALUMINUM uzi O-e 28 12 ASTRAGAL THROW BOLT STEEL ROD 5 16 x 18 STEEL n � 30 21 13 ASTRAGAL BOLT STRIKE PLATE LOCATED STEEL uj ci U a U 21 ON HEAD JAMB 14 16 Go. 7 16"CROWN x 2 LONG STAPLES STEEL 15 KWIKSET TITAN SERIES LOCK SERIES 400 0 W i6 KWIKSET TITAN SERIES DEADBOLT SERIES 780 0� z Rl EXTER 17 ENDURA ULTIMATE HURRICANE ASTRAGAL o ALUMINUM o� iz d18 ASTRAGAL BOLT STRIKE PLATE ON BOTTOM SILL S EEL wg W 23 1" 19 2x WOOD BUCK w-' "' 20 SHIMS FOR 1 4 MAX THICKNESS W000 y o.I o 22 21 DOW 995 SILICONE SEALANT WOOD SILICONE n 22 1 IMPACT IG ASSEMBLY NOA 03-0428-02 w G[ASS �� o o � 21 24 23 1 8 TEMPERED CLASS 24 3 8 LAMINATED ANNEALED GLASS GLASS 25 OCK BLOCK WOOD X 12 LG 0 70P RAIL FINGERJOWTED PINE WpI1OMF c o o Do 30 2 80TTOM RAIL 25GA MIN GALVANIZED STEEL STEEL 28 28 EXPANDfO POLYSTYRENE 0.0 TO 1.25lbs DENSITY BY JELD-WEN FAM •••• SEENOTE 1 & 2 :. 29 STEEL DOOR PANEL SKIN MATERVAMZED IAL 24GA GALSTEEL • •••••• •• • m 29 A-525 COMMERCIAL QUALITY 0.021"MIN. THICK. Gq V 1 w m w 33 �� 30 ODL L! FRAM ALUM 6063 T5 •••• 27 ALUM!" 31 HtN E SID STILE FlNGE JOINTED LVL •••• i •• o PIt{Fs••• � 1 1 32 CATCH SI E S71 FlNG R vV1111rU LVL C • • ��o 33 8 x 2" PHILLIPS FLATHEAD W000 SCREW ST L NLn NOTES: •••• • •• •w cr 1. FOR ANCHOR SPACING SEE SHEET 4 OF 6 •••••• • • • 2. 2x BUCK TO SUBSTRATE FASTENING MAY • • •••••i UTILIZE OPTIONAL 3/16" ELCO TAPCON (NOA •• •• t9 $02-0503.07) 06966• • ��� • • 0000 • f • • • 0000 • • •• a� •• • • •DATE: 9.06-05 A r sem: NTS MG.BY. JPR l VERTICAL CROSS—SECTIOPJ Iva• CNK.BY: „ua„au.e. 2 (E"URA # FOB4566 SILL) - °""""�No, es JW0509-03-02 SHEET 2 or 6 O4" 1 1 1.82" 17 1.25" 26 1.2; N 31 � y-id-Db O O O O � I soE�TiA32 -� 1.688" UTC/ to d 4.563"---� OEM .089" (Min) d STILEc ANS DUTSWING THR SHO n (ENDURA) LATCH STILE & HINGE STILE (LVL) °T C� BUTT HINGE TOP FAIL (FINGERJOINTED PINE) L) Q O M PART#FOB4566AA, 6063-T6 ALUMINUM L6 4 x 4 x 12 GA STEEL ENDURA ULTIMATE H RRI AN ASTRA Z=Z tin 6063-T6 ALUMINUM �o 1.688" d u>n O 1.646" N -+� 1 3/4 .021— 0@ 25. I I 3j.125 Ll 4.563" � 4 In ni I o- .324"—►I y o —LI I"—.125" w 1" N ❑ BO „Qj l� J V TTOM RAIL � --� 2.188' z m STEEL, 25CA MIN GALVANIZED N LOCK BLOCK (12" Irl v" w N WOOD JAMB WOOD 4D1 LITE FRAME 3 u z FINGERJOINTEO PINE ALUMINUM 6063 T5 13 o 2.5,. ❑ o o O 18 •.•• � .5" • �--I 192 /32" O •••; .... W•m O 7--- o --�- .. a • .y.N 0 14 sees •• • • • • • • J J LaS ASTRAGAL BOLT HFAD STRIKFW -� •••••• • s�� GOMPR SyON AracRcraia ASTRAGAL SI aTRIK PLATE • e •••s• •• •• •• es•s 18" 1-T • • • SSSS• aZ I ets� AI 9-06-05 a��onde scus. NTS ASTRAGAL ROI T 12 MATERIAL: C/R STEEL ROD N Non - D%i BY. JPR ZINC & YELLOW CHROMATE CHK.BY: ORAWMO NO.: JW0509-03-06 SHEET 6 or 6 17 2 6 1.2 1.25" � N 31 � °' `�-i�•Db O O _ O ernmr& v 32 �I 1.688" IATON (p d 4.563" ---�1 �° BL�T N N .089" (Min) d STILE:: AND RAILc DUTSWING T__ HRESHOLD (ENDURA) LATCH STILE & HINGE STILE (LVL) BUTT HINGE TOP PAIL (FINGERJOINTED PINE) z �co PART�/FOB4566AA, 6063-T6 ALUMINUM 4 x 4 x 12 GA STEEL ENDURA 6063-T6 AULTIMATE H RRI AN ASTRA Z Z Z inn LUMINUM _ o 2 7 1.688" 1.646" N 1 3/4 021_ r O1 O2 25 3.t25' 30 � O W 4.563" qtz In ni I = N = Wa z W .324" -- L�—� .125" o 0 WrTOM RAIL 2.188 STEEL, MIN GALVANIZED u) " L90CK BLOCK (12" t rt a ~ N WOOD JAMB 4QL LITE FRAME 3 z r FINGERJOINTED PINE WOOD ALUMINUM 60b3 TStj qL o 2.5"~{ 9 o 13 o6o ••••• I ~o O 18 • �--I 19/32„ 2.5" .•.. W �. m oo • Of y.H • • • J oo •••••• • u ASTRAGAL BOLT H a TRj COMPR cc • • • • •• 101 WEATHERSTRIP AS CAL SI cTRiK PLA TE •• •• •• oll oo 1 • • ••••• N•. aroae �� Te. 9-06-05 AppSCALE: NTS ASTRAGAL BOLT Florida Dav05 Mr.BY. JPR 12 MATERIAL: C/R STEEL ROD N i40A ZINC & YELLOW CHROMATE nnavl0aaq cHK.BY.. B�. ORAwwG No, JW0509-03-06 sNEEr 6 ov 6