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WS-07-1761Inspection Number: INSP - 120525 Permit Number: WS -8 -07 -1761 Scheduled Inspection Date: July 01, 2010 Permit Type: Windows /Shutters Inspection Type: Final Owner: BELIZAIRE, ROSE Work Classification: Window /Door Replacement Inspector: Bruhn, Norman Job Address: 130 NW 102 Street Project: <NONE> Miami Shores, FL Contractor: HOME OWNER Building Department Comments CHANGE DOORS AND WINDOWS Passed 4 / 0 7j / Failed Correction Needed Re- Inspection Fee June 30, 2010 No Additional Inspections can be scheduled until re- inspection fee is paid. Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Phone Number Parcel Number 1131010220110 Inspector Comments CREATED AS REINSPECTION FOR INSP- 59260. MISSING ANCHORS AND ANCHORS MUST BE 3/16" TAPCONS. For Inspections please call: (305)762 -4949 Page 3 of 26 BUILDING PERMIT APPLICATION FBC 20 Permit Type: BUILDING Owner's Name (Fee Simple Titleholder) Owner's Address / if? /*J 4-0 / 194 City M o Tenant/Lessee Name Email Contractor's Company Name C LOCI Phone # Contractor's Address Architect/Engineer's Name (if applicable) Phone # Miami Shores Village pa= Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 INSPECTION'S PHONE NUMBER: (305) 762.4949 State ,p Notary $ Training/Education Fee $ Scanning $ Radon $ DPBR $ Double Fee $ Violation date: Permit No. Master Permit No. ,,ues - -B � � / ?6f Phone # ? .5`9- asq 3 X86 - 2,95 7474- Zip Phone # Job Address (where the work is being done) City Miami Shores Villa e County Miami -Dade Zip FOLIO / PARCEL # Is Building Historically Designated YES NO r Flood Zone City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Contact Phone E -mail Value of Work For this Permit $ Square / Linear Footag f Work: Type of Work: ['Addition 0Alteration DNew Repair/Replace ❑ Demolition Describe Work: / 8 ,12 .w,S — $'.,,, 07 -/7-..61 ******** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** F * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Submittal Fee $ Permit Fee $ Lt CCF $ CO /CC $ Structural Review. $ Total Fee Now Due $ Technology Fee $ Bond $ See Reverse side - 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 ELECTRICAL W ORK, 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 tk O zt 1 2 ) [l Owner or Agent `` Contractor The foregoing instrument was acknowledged before me this 1 The foregoing instrument was acknowledged before me this day of c .SKR , 2d b , ' ia...A Lt\ 2!Q , day of , 20 _ , by who is personally known to me or who has produced L LLD who is personally known to me or who has produced As identification and who did take an oath. as identification and who did take an oath. NOTARY PUBLIC: ° 0 ° ii� NOTARY PUBLIC: ° ....... f3' �� • o• Sign: Print: My Commission Expires: APPROVED BY Plans Examiner Zoning (Revised 07 /10 /07)(Revised 06/10/2009) a c=. 7 ti — d . c o., / / nnnn1 1 " " '' fir Signature Sign: Print: My Commission Expires: Engineer Clerk checked Please read and initial each paragraph. \ - 1-L91 5. I understand that, as the owner - builder, I must provide direct, onsite supervision of the construction. 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: 4 4 . / .! / DATE: ° 1- dO/d ADDRESS: ,/36 A( -67 1Oc W o f 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. 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. Initial /` p 2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial /t.. 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 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. Initial 4. I understand that I may build or improve a one family or two- family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or 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 /• Initial le 6. I 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. Initial le 7. I 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 le. A 8. 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. Initial /'. 9. 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 govem 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. I 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 :llwww.mvfloridalicense.com /dbpr /pro /cilb/indee�x.html Initial /C • 11. I 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 /C, 12. I 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. 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 retumed to the local permitting agency responsible for issuing the permit. A copy of the property owners 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 k day of , 20 1 \``11 1111111III/ 0 ,, By who was personally known to l ' n%na '/a''% :" i e6 ••. Produced there License or as ider f 0 df ' `°' OWNER OWNER NOTAIlT "' " �� jetorgc-i4R, Inspection Number: INSP -59260 Scheduled Inspection Date: July 28, 2009 Inspector: Bruhn, Norman Owner: BELIZAIRE, ROSE Job Address: 130 NW 102 Street Project: <NONE> Miami Shores, FL Contractor: HOME OWNER Building Department Comments Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: WS -8 -07 -1761 Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1131010220110 CHANGE DOORS AND WINDOWS Passed Failed a/ Or 7. Correction Needed Re- Inspection Fee No Additional Inspections can be scheduled until re- inspection fee is paid. Inspector Comments � �� ,// / CAA ,heck► s le inehvtar /J4trdt` `G ," 4co..J' 11..1.• 77 "MAO For Inspections please call: (305)762 -4949 D....., d o ..i 11 11!1111 11111 1111111111 011 111111111111111111 CFN 2007R0836815 DR PK. 25876 F'g 4839; (1P9) RECORDED 08/23/2007 09 :36 :41 This Instru nt prepared B HARVEY MIN, CLERK OF COURT' UTAUI -D�AOE CDUNTYv FLORIDA Name U. z � "( 0 ' ^ LAST PAGE Address ( N i<v ( S f' kg GI , S tto4eS, L( 37 /.123 Permit No. U S (5) -) 6 j Os 1 -nil l l f O YLf NOTICE OF COMMENCEMENT STATE OF F COUNTY OF . THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information Is provided in this Notice of Commencement. 1. Description of property: (legal description of property, and street address if available) Lof.r 4 Lo 3 kik? 130Nw Io?SF rh•d4.1 siranes Ft, 121y0 2. eeneral description t of /improvement , / { h Wa �� ��� _ IV �7 S C Y1 Gd c 3. Owner information ` ®S C A • ile i t• z e c rt i`. a. Name and address: j 3 o N w j 01 Si- ' Ft 1.K ISP b. Interest In property: (.3 c. Name and address of fee simple titleholder (if other than owner): 4. Contractor. a. Name and address: d C.(! vN e b. Phone number. 5. Surety a. Name and address: N /� b. Amount of bond $ I" c. Phone number. 6. Lender a. Name and address: b. Phone number. ti 1� Tax Folio No. 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address: (� b. Phone number. 1 • 8. In addition to himself, Owner designates the following person(s) to receive a copy of the Lienor's Notice as provided in Section �I R 713.13(1)(b), Florida Statutes: a. Name and address: b. Phone number. 9. Expiration date of notice of commencement (the expiration date Is 1 year from the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. A oregoi g Instrume t s apknowledged before me this e' day of +�. . _. 4' .; name of person) as authority, ...e.g. officer, !! tee, attomey in fact) for behalf of whom instrument was executed). xk ©2E( RE Signature of Owner or Owner's Authorized Officer /Director Partner/Manager Signatory's Title /Office Sigrfature of Notkfy Public — State o orida rant, Type, or Stamp Commissioi Name of Notary Public Commission Number Personally Known _ or Produced Identification d ant to Section 92.525. Florida Statutes Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. 4,41year) by (type of (name of party on Signature of Natural Person Signing Above V\tincicaS immovIE1 Miami Shores Village oaltdolti hi AN 21 2007 11 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: Tel: (305) 795.2204 Fax: (305) 756.8972 BUILDING PERMIT APPLICATION FBC 2004 Permit Type (circle): Building Electrical Plumbing Mechanical Roofing Owner's Name (Fee Simple Titleholder) R ® S e (7 . iL JP° z api # 3 Os Sri -a $' 93 Owner's Address 13 .0 IV UV 1 0 ?. S F City N4 a 04 o S"► e r e S State Flo ft.4 c' d Zip 1 ,CD Tenant/Lessee Name Architect/Engineer's Name (if applicable) NCR Permit No.bj1/4.1 1° 110 I Master Permit No. Phone # Job Address (where the work is being done) (.. 0 N 4) 1 o k St- �2 City Miami Shores Vill. e County Miami -Dade Zip 3 J CO FOLIO / PARCEL # 1, - 1/01 ® o oZ a., - (`9 i 10 Is Building Historically Designated YES NO t / Phone # Contractor's Company Name l 9� Contractor's Address City State Zip Qualifier Name Phone # State Certificate or Registration No. Certificate of Competency No. Phone # Value of Work For this Permit $ g 0 tZ) . D 0 Square / Linear Footage Of Work: Type of Work: DAddition ElAlteration DNew �Repair/Replace ❑ Demolition Describe Work: C VI a 5 o VI °`.. .�.,� 0 e(p 4,I �' ®� )4u.i*Naws ICo t4 Lot AGE (A.A.0 cL � 4u-cr L l'-(2420Y11 * * *** * * * * * * * * * * * * * * * * ** * * * * * * * * ** * *** / * F ees * * * * * * * * * ****** * * *** * * * * ** *** * * * *** * * * * * * ** Submittal Fee $ Permit Fee $ LTV — Notary $ Training/Education Fee $ I Scanning $ 15 ® Radon $ DPBR $ Bond $ Code Enforcement $ Double Fee $ Structural Review. $ Total Fee Now Due CCF $ 5 - 0 CO/CC Technology Fee $ 6 00 Zoning $ ) See Reverse side Bonding Company's Name (if applicable) Ni (4 Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) N / A 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 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. Si k,t Z A j U2 N1 Signature Owner or Agent Contractor The foregoing instrument was ackn a wledged before me this q w The foregoing instrument was acknowledged before me this day of � 2 0 11 by �! �� i %� / l day of , 20 _, by who is personally known to me or who has produced as identification and who did take an oath. who is on- ly known to me or who has producedx As identification and who did take an oath. NOTARY PUBLIC: Sign: Print: (Revised 02/08/06) NADINE S •, D646264 is( / _• r My Commission Expires: 2 APPLICATION APPROVED BY: NOTARY PUBLIC: Sign: Print: My Commission Expires: ***** * * * * * * * * * * * * *** * * * * * * * ** * * * * ** ***************************************** * * * * * * * * * * * * * ** * * * * * ** * * * * * ** ** Plans Examiner Engineer Zoning OWNER BUILDER DISCLOSURE STATEMENT NAME: Rose AeL'zci ADDRESS: 13 0 N (.4) ! opt St M o? 4 <' St o 14 e t� L. 331 ` D 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 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. VILLAGE OF MIAMI SHORES DATE: 0 — 0 9 - 0 ) 1. I hold title to the above property and I am planning on doing this construction Initial c.) 2. I understand that as an owner - builder I must abide by all zoning ordinances and building regulations in effect at the time of permit application Initia144j 3. I have an understanding of the 2004 FBC & FRC and understand that this department and its inspectors are there to help enforce and interpret the code. There is a copy of the code in this office for review. Initial B 4. I understand that the building official and inspectors are not there to design, alter or give advice on how to meet code — only if the structure meets the minimum code. Initial R lej 5. I understand that as an owner - builder, that any contractor disputes with sub- contractors and myself must be handled in a civil court with the advice of an attorney. The department will not mitigate any contract disputes. Initial k g 6. I understand that if I compensate any person or company for work performed they are required to have a business license in the county. If for any reason they do not posses a business license I will be responsible and liable for any wrong doing from this unlicensed company or person. Initial R v 7. I understand that if any person gets injured on my construction project—they are entitled to workmen's compensation. And if they do not posses a workmen's policy I could be held liable for all doctor and related cost which could include loss of wages during recovery from injury. 8. I understand that under state and local laws I can not do any Electrical, Plumbing, Heating, Air & Roof work on my property with out first obtaining the proper permits by licensed contractors. Was acknowledged before me this q ' day of Produced there License or ozEnEG`Z OWNER .,, NADINE GOUSSE ,; co MISSION # DD 646264 EX'.ES Apri116, 2011 Bonded Thru Notary Pules Widmann; ; Initial B Initial fi 20 By ®. �� 4 e & , 2,tAQ who was personally known to me or who has as identification. SU®JECT TO COM . WITH ALL FEDERAL. STATE AND COUNTY RULES AND REGULATIONS LIVING ROOM MULLION 1 14 KITCHEN DINING ROOM »tpo ( GARAGE FAMILY ROOM 13 8 • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • ••• • • • • • • ••• • • • • • • • • • • • • •• • ••• •• • • • •• • • • • • •• • • •• • • • •• ••• •• • • •• • • • • • • • IXOMETigit AMA 21 2001 °B . F�7 •• • • • • • • • • • 130 NW 102 St MIAMI SHORES, FL 33150 BEDROOM 3 MULLION 11- 12 opening I(('escription of Windova'roduct or Doors or Mullior AcceptancProduct Number Approvs Design Pressurf ( +) (-) ning Design Pressure ( +) (-) Rough Opening Size ihutter Require Yes / No 4'ullion Require Impact Yes / No Yes / No 1 Windows 03- 0910.04 53.7 53.7 2 - 37°x63" Yes Yes NO Mullion 06- 0905.11 3 x 5 2 Window 03- 0910.04 60 66.9 37 °x50 "5 /8 Yes No No 3 Window Egress 03- 0910.04 60 66.9 37 "x50 °5 /8 Yes No No 4 Window Egress 03- 0910.04 60 66.9 37 °x50 °5 /8 Yes No No 5 Window 03- 0910.04 60 66.9 37°x50 "5 /8 Yes No No 6 Window Tempered 03- 0910.04 60 152.9 19 "1/8 x 38 °3/8 Yes No No 7 Window 03- 0910.04 60 78.4 191/8 x 38 °3/8 Yes No No 8 Window 03- 0910.04 60 66.9 37 °x50 "5 /8 Yes No No 9 Window 03- 0910.04 60.7 78.4 19 °1/8 x50 "5 /8 Yes No No 10 Window tempered 03- 0910.04 60.7 78.4 19 °1/8 x 38 °3/8 Yes No No 11 Window 02- 1107.02 47.4 47.4 74" x 50"5/8 Yes No No 12 Window 03- 0910.04 60 66.9 3 - 37 "x50 "5 /8 Yes Yes No Mullion 06- 0905.11 3 x 4 Mullion 06- 0905.11 3 x 4 13 Window 03- 0910.04 60 66.9 2 - 37 °x50 °5 /8 Yes Yes No Mullion 06- 0905.11 3 x 4 14 Window 03- 0910.04 60.7 61.5 37 "x38 "3 /8 Yes No No Miami Shores Building Department Product Approval Schedule / Comparison Chart Address: 130 NW 102 St Permit No. . • • •••• • • • • • •• • •• • • • • • •• • • • • •• •• • • • 4 • • • • •. • • • • • • •••• • •• • • • • • • • • • • • •••• • • • • • •• • • • • • • .• • ••• • • • 'ib /Ub /<t1e9b Pid :11 • t17At { rig + +� alaL )TNa CODE COMPLIANCE ONCE (11CCO) PRODUCT CT CDI,ITROL DIVISION NOTICE ,.OF ACCEPTANCE (:BOA) 'Yale c M.anufacttaring Co., Inc. 671 West i8th Street if:Yiraleab, Ill 33010 4'740 jbbkbLy4 (b YALE U(!kUN • •• •• • • • • • • • • • •• • • ••• • • • • 0410 • • • • • •• •• • • • • • ••• • • • • • • • • • • • • • ••• • • • • 410 • •izeie 1 -DM CQ rel, FLORIDA • • • • • R r�''I�ACTLP..R BUILDING • • • • • 140 IA= roguitlkitEET, SUITE 1693 A/{1AMI, pI'Q11DA 33130 -1563 (305) 375.2901 FAX (305) 3754908 •• • • • •• ••• •. • • ••• • .• . .•�_- �• --..�. ••• •• • HA(E 111 /u Senn: This NOA is being issued under to applicalole and �Dade County produc governing t Contro117ivio and accepted The docurztent`�tipn submitted has been reviewed by Miami-Dade 'n the Board Of Rules and Appeals (BORA) to be used in Miami Dade County nod other areas where allowed by y the .Authority 1-laving Jurisdiction (AB This NOA shall not be valid after the expiration date star rider than h ei m m -D ad e C � the o nt o D. to ►n Di (In Miami. Dade County) and/or the Ail (in ate t this ma or rre e m tested for quality assurance purposes. If this product or material falls to perforax► jurisdiction. BO reserves m m d right the accepted manner, the, the manufacturer will itacur the expense tc�n'al within th it � ,� d ared the MIS m immediately i revoke, modify, or suspend the use of such product or m to revoke this acceptance, if it is determined by ?vii i-De } u try Product Control "Division that this product or material fails to meet the requirements of to sapplic a with the High Velocity Hurricane This product is approved as described herein, end has been designed to comply Zone of the Florida Building Co DESCRIPTION: Series "580" Aluuaira>arn Single Bnn ; Wiudow and Dual Action Window", sheets 1 through 4 • APPROVAL DOCUMENT: Drawing No, W96-38, titled Series -580 Single Hung o f 4, prepared by Ai Farooq Corporative, signed and seal1 d t � r ©1 urt F argo s P.B• tamp, dated tu t h 0ti9Ce with revision on 10/07/03, bearing the 1Vliarni -Dade County A.CCeptanee number axed expiration date by the Miami -Dade County Product Control Division., MISSILE IMPACT RATING: on LA ; ELThTG2 Each unit shall bear a permanent label with r imless er or t o noted , city, s er and following statement: "Miami Dade County Prod Approved", RENEWAL of this NQA, shall be considered after affecting the performance of this product. there bas been no change in the applicable building code negatively a revision or chage TERMllN A'A,1ON of this NOA will occur after the expiration Misuse of this been an endorsement of t` in the materials, use and/or manufacture of the product or process, 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: EMEN'll: The NOA number preceded by the words Miami -Dade County, Florida, end followed by the expiration elate may be displayed in advertising litersiture. If any portion of the NOA is displayed, then it shall be done in its entirety, TNSPECT1ON: A copy of this entire NOA shall be provided to the user by the manufectttxex or its distributors and shall he available for inspection at the job site at the request of the Building Official. This NOA. revises NOA # 02- 0507.06, and consists of this page 1 as well as approval document mentioned above. The submitted documentation was reviewed by Theodore Berman, F.E. NOA No 05- 0910.04 / Expiration Date: Novel her 14, 2007 Approval Date: December 18, 200/ Page/ 10/ 05/20 013 U3:11 dkbbbby:i lb • • • • • •• • • • • • • •• • • • 'Yale Oxron lldtttt�tfacturttt� Co. , • • • • • • • • • • • • • • • • • • • • • • • • NQT1C B 3� •• • • • •• ••• •• •. E. QUALILTY ASSURANCE • • • 1. Mianni. -Dade County Building Code Compliance O e' • • • • • • • F. STATEMENTS 1. Letter from Yale Ogron Manufacturing Co. Inc., dated 513102, stating that the product has not changed since it was last approved, signed and sealed by Sonia Chance. 2. Laboratory compliance letter for Test Report no. FTL-3879 issued by Fenestration Testing Laboratory, Inc., dated 9110103, signed and sealed by Joseph Chan, P.E. G. OTHER 1. Letter from the consultant stating that the product is in compliance with the Florida Building Code (FI3C). ALE. UNuii • i • ••• i • i • i • HAUL 131/0l • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• E - Theodore Berman, Pell:. Pppu%y PirPctor7 Product Control Division NOA No 03- 0910.04 Expiration Date: November 14, 2007 Approval Date: December 18, 2003 10/05/2006 03:11 3050089376 Yale Cow Inc. A.. DRAWINGS YALE OfRON • • • • • • • • • • • • • • • • • • • • ..• • • • • • • • • • • • ••• • • • • • E -1 • • • • • • • • • • • • • • • • • • • • • • • • NOTICE OF ACCE]PTANCIE: EYBJDI 4 NE SUBIV?F1T33t. • .•• •. • • • • • • • • • • • flp • PAGE 03/07 .. • • • .. ..• • 1. Manufacturer's die drawings and seetivns. • 2. Drawing No. W96 -38, titled "Series -580 Single Jinfig;V adged "; stte .1 Dough 4 of 4, prepared by Al Earooq Corporation, signed and sealed by.Humayoun Farooq, P.E., dated 10/10/96 with revision on 10/07/03 •• B. TESTS 1. Test reports .onl) Aix Infiltration Test, per TAS 202 -94. 2} Uniform Load Static Air Pressure Test, per TAS 202 -94. 3) Water Resistance Test, per TAS 202 -94. 4) Forced Entry Resistance Test, per AAMA 13023 -76. along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. rrL-U71 and FTL -1170, dated 10/16/95 and 09/11/95, signed.and sealed by Yamil Gerardo (Burl, P.E. "Submitted under NOA #02. 0507.06" 2. Test reports on1) Air Infiltration Test, per TAS 202 -94. 2) Uniform Load Static Air Pressure Test, per TAS 202 -94. 3) Water Resistance Test, per TAS 202 -94. 4) Forced,Entry Resistance Test, per AAMA 1302.5 -76. along with marked -up drawings and installation diagram of an aluminum single Ming "egress" dual action window, prepared by Fenestration Testing•Laboratory, Inc., Test Report No. FTL -1660, dated June 23, 1997, signed and .sealed by ?amil. Gerardo Kuri, P.E. " "Submitted wider NOA #02- 0507.06" 3. Test reports onl) Air Infiltration Test, per TAS 202 -94, 2) Uniform Load Static Aix Pressure Test, per TAS 202 -94. 3) Water Resistance Test, per TAS 202 -94. 4) Forced Entry Resistance Test, per AAMA 1302.5 -76.' along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL -3879, dated 08/28/03, signed and sealed by Joseph Chan, P.E. C. CALCULATIONS 1. Anchor Calculations and structural analysis, prepared bra Al- ?arooq Co., dated 10/07/03, signed and sealed by Humayoun Farooq, P.E. 2. Complies with ASTM- E1300 -98 D. MATERIAL CERTIFICATIONS 1. None, Theodore Berman, P.E. Deputy Director, Product Control laivision NOA No 0341910.04 Expiration Date: November 14, 2007 Approval Date: December 18, 2003 • • • •• • • • • • • • • •. •••• • s • • 4 ••• • • • a 1. NOR; EGRESS FR CORNE1 ff. I 2112 3/4' PEEP t1OYON AT EACH END OF SCREEN RETAHIKO CLIP E437 S H. FRAMF CORNER DFTAiU PRODUCTELEVISED asomp4lgmiSee ida OpidimgCek Ampeam lla drawing no. • • • • a • • • • • • •• 14 -1 /2' M4%. " WAD k SIL1. ITEM 33 PART ¢ BESC8 8'0109 REMARKS 1 YE -172 HEAD a 5116 • N36: --16 2 YE-25 MESS C11MR LYTRUSION 6063 -75 3 •01 -370 • 4 8411 RINSE STR44LESS Ste. 4 YE-8" SPACER 6063-`0 5 YE - 1 59 S.H. 4414X0 . HEOTR 6083 - T5 6 YF-23 SCREW . -24 8.5/8 755 F41 7 YH-5713 WFAMEAS116P8P4 SIITTOPRENE B 11~254 Ma SUPPORT delay (S x 1/2' W58 PH 9 YH-934 LOOK EWR ROTO HAROMRE 10 Y11-940 KICK BAR CUBE ROTO Hk3YA'ARE 11 1H -642 3 POW LOON: BK9 07$41706 601 HARDWARE 12 Yr1 - 944 PI STIC 81814 4 6050 11ARDI5'ME 13 YE -171 EGRESS MB 8063 - 14 Y+4 -571 FOAM TAPE - .. Y -765 K•JRTON 3/111' X .186 15 YF - 10 X 3/4' '+ (AS REOO.) CAD - PLAT© STEEL. DESIGN LOAD RATING FOR SIZE OR SMALLER ANCHORS /JAMB DSB ^M. a : SS 3 /16 -,3NN, GLASS EXT. C+) EXT. CO 1 ItNT. (-) • e v • acco cIM 1° - S S EE ELEV. FOR SPAc1N3 • '4• Fh • G1d270 SEALANTS AND PADS SEE sm 2 TYPICAL 0124085 crr c1 r /_ Fro 0 1rcEP sLOTs EGRESS FRAMING DETAIL FOR SERIES -580 SINGLE BUNG WINDOW W7.Y OF SUB-PRAMS = 87 R 60 - /B" 0102 O£ 6.8. FRAME 35 -1/4' X 48 - 7/15 ° 1 BY OR 2 BY 1 BY OR 2 BT W000 BUCK ■ EXTRA 801198 MR 75 78*' RATD4G ins 241C DIE CAST 3 PT. LOOK 2111 85STEai ROTO HARDWARE L4G14014 1100 N/ PLASM KEEPERS 4 5 57.0 57.0 0 1 58.4 7.0 1 65.0 58.4 TYPICAL ANCHORS: A. IF INTO 2" BY 6000 BUMS 3/16' IHA TAPCONS WITH 1- 6' MW PENETRATION MO WOOD B. IF 114L0 1" BY WOOD DUCKS INTO MASONRY 3/15 MA. TAPOONS 61131 1- : 4 iJlh4 EMOED INFO 1,44.50146? 1/9' MIR KAX. L'005 8U3CS AMT ET YALE 05 1 44 NWT 5188MN SPEWED LDAiu °-_ TYPICAL MISERS SEE ELEV. P05 SPALif9 kita bUcTREVISO - 41448 10ICI � Atatento Er G 5Y m On+FmdldC. N/% croerhly 1 YE-1BD scammum -I 11111111=111 , eass-Ts 61355-Y5 BM-TS 60 2 YE-167 1 1.110.1=r2. 11111.1Eir 1 1 3 YE-102F 4 5 6 YE-152P YE-151C YE-7 03Ei• • . VEIII , i70:0 R11 6053-15 6953-15 7 YE-52D 2 - VENT 1.J suss-Ts 8 AS RECO. * OLNf63 ROLL FORUM MAL 10 2/ VDU 9LOCP J 1C4 X BALANCE 11 yu-511 AS REM. BULB PV0 NIIII24, 12 /11-510 AS REIM BUIS V. PVC WEB) 13 YH-5097 14 REBB 11'1E- • ,,. "O. .167 X .250 PN SEAL Coousup 14 YR-504 2 VENT % +; NYLON OR CELCON 16A 114-515 1 CAW LOil( - COM OF VENT ZADAX 15 t 10 X 3/4" 8 FRAME ,, aLy SCREWS PUWED CRS. 16 t 8 X 3/4" 2 P111811 - ■■ - a a CAD AiATED CRS. 17 f 8 X 1" 4/ VERT VENT • „ . EY SCREVIS CAD PLAIED CRS. n • • • • • • • • • • • • • • VW' TAPCONS [ IL 6' PILW CORNERS IV O.L. 144X. 0S5-R101. 15.45216 3116 AWL CLASS DR VLF- IERP. GLASS SEE DORT WIDOW CAN BE SUPPLIED IVIM CAN ILNICH Al MTG. BAILS OR 5PRIII3 LOADED Lane ar au. GLAZING METHOD: EXTMOR GLAZED WITH ROLL FORMED AURA GLAZING BEAD USE ADHESIVE BEDDING COMPOUND SCHNEE MOREHEAD 5555 EQUIV., COLOR 70 LIATOLI GLASS & METAL FINISH MUM ALL. LOWER FRAME AND VENT CORNERS, ANO HEADS OF INSTALLATION SCREWS AT SILL TO BE SEALED WIN ALUMINUM COLORED SEALANT, SCHNEE MOREHEAD 55134 OR EOUP/. EALLS; ONE 1/4” X 3/4" ADHESIVE CLOSED CFI I FOAM PAD AT EACH END OF FIXED MTG. RAIL yypica ANCHORS: 3/1r OR 1/4" ANCHOR5 A) OM 2 BY WOOD DOM 1 MN. MEDIATION INTO WOOD 13) THRU 1 BY WOOD BUCKS %TO WSOURY 1 - 1/ " MIN. EMBED INTO CONC. OR MASONRY IMPOSED BY GLUM SYSTEM 4140 TRANSFER THEIA TO THE 811i113140 STRUCTURE. 1 Dr OR 2 BY_ WOOD iiAXAC Env . T4 snutiwo 411EALD CAB 1.755 vss-ease. alas DR 3116"- ANN. tiLASS DR 3/16.- TERP. a_eas SEE CHART moDurraveare weeopviekgreesatilseles sosinogi. 4.010..104.0 .±.; 0. Ow 1 IMV By 11.1a•lbode Pcoded Camel nhiSki4 11/ 4' MOM ' Ai VCOD MUCKS tun BY YALt claw NUS1 SUSTAIN (mama Lomiz • 'any DR 11/4' VA rErS CDVPARATIVE MALY= CHART Fin SPAT...DM PAMIRS AT VENT 051. • 4 .... sREET 1 WA' AAEH3LS MY) 9 na. W 96-38 . ...MIA ".,,...hrs%..a a - x._ 1J96009 DU'd3. 9/18' 788 l/4 T.190059 489-A1472 CUSS 3/18" GE993. /99--ANN. OI9S$ 3/16 -TEMP. CUSS ROTH 69200 EXT. (+) INC ( - ) EXT. ({) 1117 . ( -) Ext. (4) 1P0. ( - -) Ea. (t) 1Nf. j ) 19 --1j8' e -ilz° • •37 •,p • 53.17 6 0J 2W.0 r� INEIN alaa 80.7 Ira, 78.1 MO 600 78.1 80.0 123.0 80:0 161.7 54.4 600 1 60.0 112.8 Aire lb 7' 53 -1/8' 38-5/ • (3) • 603 784 60.0 102.4 80.0 1250 80.0 210.0 60 73.9 50.0 73.9 60.0 1250 90.0 152.9 529 529 429 • MO 1985 60.0 1095 - - J3.9 359 613, 78.3 50.0 743 • 1= • G • 53o • /2 • 39 -3/b-� co a0 7• 784 BOA 425.0 - _ sea 80.0 - - - - - - - - - 0)00 1232 18 -1 91.4 59--5/0- • taY,¢a 173.0 573.0 Iffill 93.4 125.0 Ell 500 co 80.7 80.0 Ea IN 4 6.6 456 80.4 83.7 80.0 19-1 42° • 1 i7• • 93 nv 1 1 724 80,0 60.0 125.0 013A 210.0 60.0 • 882 60.0 829 61.0 114.1 00.0 171.8 490 49-4 .9.4 324 600 808 90.0 1187 - - 41.4 54.4 54.4 60.0 89.5 19 -1/8' 28-1/2' 37 53 -1 / 80.0 749 ' 800 1040 600 1250 50.0 2100 84.4 832 60.0 73.0 ma 1018 60.0 155.3 48.3 463 532 537 80.0 74.2 500 111.2 - 37.4 37.4 8 80.0 50.0 FAA 86.. 19 -1/8' 28-l/2° 37' 33 -1 /0: 7 4 -1/4• (3) 800 88.2 80.0 1250 29.0 182.5 60.0 632 60.0 68.0 400 131.7 i ._ L 40.8 15.8 60.0 65.1 600 94.3 '31.8 31.5 44.8 44.9 60.0 80.0 M. 01 PARENTHESS INDICAM NO. OF 8)401085 PER .523 SE - IES -5: U I.Uih 1 ING E 11 G ' IOW COMPARATIVE+ ANALYSIS CHART . 1 . i Illi r I � Fill ill I{ ARE �A + li • • • • • • • • • • • • • • ANCHORS AT WED UTE Vi 8° OR 1/4° TPPCONS 84CHORS AT VENT AREA 3/1 TAPCONS 115-SE 0008389 1811 8£ LOCATED AS PER '2E1A1L 2 261Aw env 08)08755 GSLY) OR EGRESS WINDOWS DETAILS AND CAPACITY SEE SHE' 4. FOR CCIAPONENT SIZES SEE SHEET 3. Ild(P&CT RESISTANT DRITITIERs RED11IR811 1 07'!_55 L 0115 PROMO IS DEMO TO LOYFIY WRH 199 t•H 4.20017 008I80ANE 200E OF SE 2601 1100161 91(80)40 atm .459 FOR 4100.65)3 AS PER 007 VMS 6119293 LOADS. 9. WOOD 1311C 5S 87 0111849. .LOST 82 9v4169RID PROPERLY TO 7.1A8SFR .OATS 10 100 s RuOlus0. 3. ANCHORS SHALL BE AS .15196. SP90E0 AS 5H0476 68) 6913114. ANCHOR E113ED11ENT 10 BASE 1144611/2 0 1511. EE BEYOND WALL 08.95 40 OR S1U050. m m J m m N r 11/27/2006 04:16 3058889376 MLA MADE BUILDING' CODE COMPLIA.NCt: OF 'ICE (SCCO) P r+O13UCT CONTROL, DIVASION NOTICE OF ACCEPTANCE (NOA) Yale Ogren Manufacturing Co,, Tate. 6741 West 18` Street Hialeah, FL 331110 SCOPE.: YALE OGRON :. .' .'. This NOA is being issued under the applicable rules and regulations governing the u The documentation submitted has been reviewed by Miami -Dade County Product C by the Board of Rules and Appeals (BORA) to be used in Miami Dade County and c the Authority Having Jurisdiction (AHD. This NOA shall not be valid after the expiration date stated below, The Miami-1 Division an Miami Dade County) and/or the Ak1J (in .areas other than Miami Dad have this product or material tested for quality assurance purposes. if this product the accepted manner, the manufacturer will incur the expense or such testing at revoke, modify, or suspend the use of such product or material within their jurisdic to revoke this acceptance, if it is determined by Miami -Dade County Product Conn material fails to meet the requirements of the applicable buildings code, This product is approN as described herein, and-bas becn designed to comply with one of the Florida Building Code, DESCRIPTION: Series 6800 Aluminum Horizontal Sliding 'Window APPROVAL DOC11MEi'*FT: Drawing No. W96.25, titled "Series 6800 Alum Hori sheets 1 through 4 of 4, dated 8/1/96, with revision C dated 09 /04 /02, prepared by A and sealed by Hurr(ayoun Farooq, P.E., hearing the Miami -Dade County Product Coi Notice of Acceptance number and expiration date by the Miami -Dade County Produ Wit&SSILE IMPACT RATING: !Nome LABELING: Each unit shall bear a permanent label with the manufacturer's name following statement: "Miami -Dade County Product Control Approved ", unless other RENEWAL of this NOA shall be considered after a renewal application has been fi change in the applicable building code negatively affecting the performance of this p TERMINATION of this NOA will occur after the expiration date or if there has be materials, use, and/or manufacture of the product or process. Misuse of this NOA as product, for sales, advertising or any other purposes shall automatically terminate thi with any section of this NOA shall be cause; for termination and removal of NOA. ADVERTISEMENT: The NOA nurnber preceded by the words Miami -Dade Cot the expiration date may be displayed in advertising literature. If any portion of the t be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the mean and shall be available for inspection at the job site at the request of the Building Offi This NOA renews NOA # 99- 0908.02 and consists of this page 1 as well as approve The submitted documentation was reviewed by Manuel Perez., • • • • • • • • • ... • • • • • • • . .s • • .. ap: ';' PAGE 01/05 • • • • • • • • A • soap I!I �M 1-DADE COUNTY, FLORIDA o '. .AE R4flA4$FLAGi.1`& dt t,DTNG 1 :O :yB C 'LAGLEP:STAI~.E'3� 16tl3 1RIANI:FLOR�ID Z130.1563 (3( )375-290I FAX (305) 375.2908 .. • • • 01 000 .. a • • o s • • . • .. • • • • • 0.0 s0 e of construction materials. ntrol Division and accepted her areas where allowed by ade County Product Control County) reserve the right to r material fails to perform in-- - 1 the AEI may immediately on. BORA reserves the right !Division that this product or he High Velocity Hurricane ontal Sliding Window ", Faroaq Corporation, signed trot Renewal stamp with the t Control Division. logo, city, state and 'ise noted herein. ed and there has been no oduct. n a revision or change in the n endorsement of any NOA. Failure to comply ity, Florida, and followed by OA is displayed, then it shall facturer or its distributors ial. document mentioned above. MIA. No 42- 116 /.oz Expiratie 1 Date: January 23, 2006 Approva Date: December 19, 2002 Page 1 • • • • • • • -- tut-- • • i : . • 41--- ll• ' ° Is 1 • 1 • • • • • ....: ,z,g yt-- —■ t-z.a. ' • • • • • Flume V.? • • • • • • • : . 6 : e • • • • • • 1 I • • -•—[ • I , : • • • • • • • • • 41.• • • • • „,,...j • • 1 . • ..1 • • ■ 2 ' 475 E i • 1 I • • • • • • • • • • • • • 6 MANE ,..I. • ' • • 1---1.0.- i . SILL RISER FRWE JAMB MED TOP,11301TOG L.Gtai —J1--itz I 21.2 1.1.Ei5 liS RAIL I. GASS imp/3 EZ N 1/0/11G AV) MX 7.17, , 100/Stla. COAXERS n , L4 !.• gil A g 13 6,,(4' .3.t_ vEtir ten.t SZ 11S Vtier_AT 1.1iIITH r s.u. TIT. KAO/SLL CCRuf..3M I Rt •800 ALUM R1 •NA 0 '' W[ DF.533N LOAD RATING FOR THESE WINDOWS TO E zS TER CRAAT SHOWN ON SHEET 2. ELEAITON UNITS 1I� : WINDOWS ARE. NUT RATED FOR 11,1PACT. :11AUf-3ALE COUNTY APPR'O R1PACT SEEISTANT SLITTERS ASE .REM. Hl PROWEI E DEn-GUED TO COT:PLY *firki TA WO..EVFT RJW TUE OF OE 1001 rionoA RIRLDING CalE. A;_3G FOR MHO LOADS AS PER "us 7 U.SNG ECLRAESENYLG WDOC BLOCS BY DINERS, MUST EE AtCliMED TROFER/X TO TRANVER LOADS TO Tisl STRUCTURE ANCPARS RE AS LISTED. SPACED AS SHOWN ON DETAILS. A.N.THOR EMBEDMENT TO EASE. MATERIK. SEAL! BE BEYONA 'Oat ORESSiNG OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT s-T�3:6 : di THESE OEMS ARE NOT FART Cu= 73 APPSOML. ., i '.:C=7:4 „..1. I 1 " 1 1 1 _ • • ..•,„ 11 1,„ ! I all . a 1[ l'A•I‘ _ II II •.,„ II..,_,, :„...„ ..... r, d . A ,... 0 N IS ./';', • , • ,, 1 . ::. 1 A I: ■ 1 •I . ...-.., A z,t ! 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I m ?I 2 2 • • 24 5.3 1 13s.n 131 55_1 *..; .6 1 5.3 ; Eti.f...2 1 139 -j 1 D34.4.4 1 rat - I Ex . xri2- 2 LO.1 1 EXT4 7 2 0 A 1 ......g.:4. : :39..0 5.5.: i MD 1 _., 9 7 511.3 : 22.2 553 1 - .22.1 1 12,2 1 41.1 .55.3 1 : tat • WO f a 2. 1 222.0 55. rt0. tf3. : As .t.5.3 I 5320 ; 9-5 1 241,1 I ss...3 ) .5.0 5.3.2 1 315.5 22' • .'144 1 . 52. 5.6 55.3. 1 410.4 1 1 40.4 1 : 1 t5.1. 1 ..1 9.5 223 • • • •ilire el cr i x 1 x te.s ! 9..1 .. a_ •11... .. 1 x!...: I ;LI -0 r-t • • • • • • • • • • • • • 33.25. ; 92.7 313 . I sag sr •.a.• 14.. 5.• 1 51.2 ow • e • t..:4444 . 0 • 1 X •- .4. Inn ol 155151 355 01.7 ; 355 ! 194 55.3 .25.5 52_3 12.7 1 55.2 94 I 55.3 74.3. 55.2 55.3 553 35.3 j OVI 1 3.5 t2.3 ; 27-5 55.3 -562 3 •1 l • o 1 ! 5 • X j x 5 .1 i :12-S 355 1 264 =150. Er Atit PZP. I01:42 4. 514L 55.3 5! 1 115.e 9.3 12.1 335.5 ! 51.5 ; 52.7 55.2 92.7 . 43.5 r 1 7 1 523 1 25.3 1 27.2 11E3 52.3 00.2 .10.4 523 94.5 253 53.2 35.1 • 557-5 233 • 1512 552 25.3 9.3 353 1 35.3 12-1 " 52 15 233 1 15.3 1 23.5 35 5. 5 13.2 j 552 122.3 5135 5751 122.5 116.5 132 52.0 115.1 _1 DESIGN: soon 4'112.2011 - 171 901 59255 1 1 I 2,15 An. ;159 1 'IC , a.317. cL255 1 52 DMZ. i .- 1.N-5 TYPE 'A' I tn. Tf.PE li' .23762025 1 1' 122601019 7TP2 I' 1 MDR; 1 110047 i (x744) j 04 L EXT541 . ZIE.( W.4•44 i .I.; 1 V....1 1 1.5.9. I 533 . 1440 :52 1 72' mr.f.-) 5 65.3 I !s0.5 s 1 15.1 147.7 j :15.7 15.2 1 35.3 1 261.2 as" Sr 1 3 15.1 5c2.2 1 33.3 103.3 .21 1 55.3 1 267.4 :Or 5 I SS. 1 51.3 1 1 35.2 . 953 512 4 535 453 1 sic.: 1 ?2" 1 5 1 !"5.3 1 77-2 1 f...5.3 1 51.5 " _7'5 54.5 j 131-7 1 FS!: 1 11.2 !!!..71 16.•4 552 7:2 3.2.2 632,5 1, 95' lw" 4 55.1 72 W.' 1 48 .. 141 iil 505" le 20.61 1 2 I 53.2 72' 22 71.2 22.3 I 272 j 55.7 1 23.1 1 $1.5. 4E2 I _ti.P2X • 41( 55 1 7 1 42.0 1 4 20 41.1 1 2 2.0 A fra 57 AttlirtZ P62 12:27.2 4. 21!.. ! ,1 :4, I "xr . 1 X0 OX ..-9Z9.3. 6641.403 44...9.2946 52.423 1 . 1 1 ,-D3(51:-.44404.547:455.5 0R \ i 09 3/ -TWA GLASS 1 5.142 609P5210 002£745A0 \ .1 1 r . . VI ) G r A 7. I N G OPTIC) NS 55-34 553 533 51.5 52.2 1 9.e I 552 51.2 93.3 W-S 5.7 52.3 55.3 55.1 3.5.1 55.2 55.2 5 . 43 1 55.5 1 !az Xr.31C C1VF-1 C. 0.221 14.010.6 10 06 111042. 041 ▪ 400 2041 Lan 64.1 265 253 25.3. 5.4 441.1 •••1:.7 1251a555115 45411CO5: , AA101551C9211294.14.0 • 95 5 15557 • 4I*bifl5.1*510Th4F5o455 L. 1145.itg•Cnt11 1 Aorpl.tntrfiu • 5 '1(1 lior ti? . I 24 1 72 1 1 ,4 '2 1 7; .15.2 1 165 1 75.2 5 1325 I 29.0 921 1 SEA 1 drotitog no. 1 W 6-25 Isttg.e. 2 0: 4 .1 tn m .... •et. • • el • • • • • • • "re 3 • • 4 • • •••• , • EL ••11,4) --•-•-.1 • • • : •••• sar•le•o ,..,3J.4 4 1/ ,..--,.• • ! • 6 • • • 0 01 : • • t 1-41Mrlir• • • • 010 • • • • • i • • 6 1 • • • • • • • • • . 1 t_1 c I 3160. tIli C r 4 . ll a k Ji *„... -.Et. 1 , 0 I . i SEZ Ea FOR SFAC:ht rrmx. osr.i.ms • \ wE.20 SUCK Er-1 \ -.. , I maissE. SEE ELVA MR SPAC111C rePttt At4C14:MS I =a Aso-ON !IEEE I ADM 021 X02 Eras ONLY 1 1 Stre..r1 51:774!.. GP AIN. I fe Um. : Fr KS met. 41W4+.:114 4 '.4.N ifF4C.44.. 440-LISS EC-= I: *, A/ ; rt 4 Ertsliniss 2/ v!lr I20L110 ASS". 210130 WC< YOT BY YALE OF:RON MUST SLISTAM 1 LOADS IMPOSEQ eY GAZING SYSTEM AND INANSFER T4ELT TO THE &SLUNG SRLICTUM. TY? !C AL NC110115: SEE SLEV./CrIART POR SPAAINE 1 /1E TAFECNS INTO 2SY MOD ELCP:S CF. 220200 ,S7RICTT-IRE - r 411)). P.:criI:APON O2YO rc..r...r. • ; 1 RICKS :NT,: MART:4R' 2IFECTLY - I Sc 2.2N 002F. slro 1.14.S1..qY OR COM. r am P Ff SP F ORr I W4 INTO MTAL STRUCTURES I: I /0' 1806. 7.)12021NESS) .110_51,5 INTO APPROVE() MULMINS (N0 041110 SPACS;I . TOT 10 ! , ls "ELPEms IhT0 2DY WOOD BUMS on Num STRUCTURE 2-1 4420. PENETRATION INTO MOD THRU TBY WOOD RUMS 2400 MASONRY OP. ESRE.TLY INTO MASONRY -1,14° MIN. EMEED INTO ))ASVIRY OR COM, SEALANTS: FRAmt AND Tall CCRNEPS 000140. FIXED )1E2200G PALL ENDS AND INSTAUATION SCREWS ..T ski 50211.0.0 rot 'ArraTE COLORED SEALANT_ Mph.: AT SACK ENO 3 VENT TRACK 212 = :/2° NoToc 0.1 E.Aen 0:40 0. r, aff FROM Doi EN: vet zncs: 4212. rrira04R4 022140 :STRLCO.Mil FL.. FE 15:17 ) "-2-1-N u:.,NF-rSUPTmEi 0.13161:= 4 - 114-5202. r4.-51.103 PR CFMCFREIVE.WED M,00 : 74 7filulkh4brrfarkra kvirmr0air ArropMnrefits Et4Fac 11122. • 2 PI 0121212.28 r42. W9 6 fraw. loI 4 1 FFAuE - ' - 33i1- - l i; 1, .. SILL 1 tio:-.% 1- II SU 25E 1 €062- 1 .. +M F,EX, i Preagt ..1x0.-gt 1 eces-Te ; - 1 - '1 1 YE-ms i As REM: i Mort zrE2B-nsEr, : Esiz- l- e ; •fs-5SIS t :/ 'Ain hau UTG- aN1 ■ 5.7J.3-' 71 ; - I li 7 . 1 TE-;:ass ; ; i %INF 1 vEori TOP AAR 1 6323-7 i - 2 ! NZ-302E. 1 ,..•: vEur 1 vE41 ariliDi ram. : 5.1d-s- /- 2 ' . 1 ../ Wag !Wm; wrva.sze : Ev_:•, ¢ - 14 TE-:;.357 , / ,rE.s.l iztu.- RAJ,. ■ 61tS-- !- 1.5 RM. !F:D.t. Foam mAz......* ALIP ;- 12 ir4r..11 SuS AS SECIC ; fPJ.VE & VIM ASSY. F...Zo ; - :CAD FiAW, SPS wi iE 1,14. il ": rii ; 1/ .4%5 ! C4U unii 1 vre....: 1SECO. 5,Ar22 se Pri 14 4:1:63/4" Sk1512/ WO; I. WO: MST. SCP,. i - iC.,0 RAW cRS it - 1A1 FiEm. I Tilt WA. PEE vt/ P:Avs.. ns 1 - o ECIV,A; ii i6 - : Ren. I ro, ...tet. PEE w nos no I - !B•rrow ar.i . tn m .... •et. • • el • • • • • • • "re 3 • • 4 • • •••• , • EL ••11,4) --•-•-.1 • • • : •••• sar•le•o ,..,3J.4 4 1/ ,..--,.• • ! • 6 • • • 0 01 : • • t 1-41Mrlir• • • • 010 • • • • • i • • 6 1 • • • • • • • • • . 1 t_1 c I 3160. tIli C r 4 . ll a k Ji *„... -.Et. 1 , 0 I . i SEZ Ea FOR SFAC:ht rrmx. osr.i.ms • \ wE.20 SUCK Er-1 \ -.. , I maissE. SEE ELVA MR SPAC111C rePttt At4C14:MS I =a Aso-ON !IEEE I ADM 021 X02 Eras ONLY 1 1 Stre..r1 51:774!.. GP AIN. I fe Um. : Fr KS met. 41W4+.:114 4 '.4.N ifF4C.44.. 440-LISS EC-= I: *, A/ ; rt 4 Ertsliniss 2/ v!lr I20L110 ASS". 210130 WC< YOT BY YALE OF:RON MUST SLISTAM 1 LOADS IMPOSEQ eY GAZING SYSTEM AND INANSFER T4ELT TO THE &SLUNG SRLICTUM. TY? !C AL NC110115: SEE SLEV./CrIART POR SPAAINE 1 /1E TAFECNS INTO 2SY MOD ELCP:S CF. 220200 ,S7RICTT-IRE - r 411)). P.:criI:APON O2YO rc..r...r. • ; 1 RICKS :NT,: MART:4R' 2IFECTLY - I Sc 2.2N 002F. slro 1.14.S1..qY OR COM. r am P Ff SP F ORr I W4 INTO MTAL STRUCTURES I: I /0' 1806. 7.)12021NESS) .110_51,5 INTO APPROVE() MULMINS (N0 041110 SPACS;I . TOT 10 ! , ls "ELPEms IhT0 2DY WOOD BUMS on Num STRUCTURE 2-1 4420. PENETRATION INTO MOD THRU TBY WOOD RUMS 2400 MASONRY OP. ESRE.TLY INTO MASONRY -1,14° MIN. EMEED INTO ))ASVIRY OR COM, SEALANTS: FRAmt AND Tall CCRNEPS 000140. FIXED )1E2200G PALL ENDS AND INSTAUATION SCREWS ..T ski 50211.0.0 rot 'ArraTE COLORED SEALANT_ Mph.: AT SACK ENO 3 VENT TRACK 212 = :/2° NoToc 0.1 E.Aen 0:40 0. r, aff FROM Doi EN: vet zncs: 4212. rrira04R4 022140 :STRLCO.Mil FL.. FE 15:17 ) "-2-1-N u:.,NF-rSUPTmEi 0.13161:= 4 - 114-5202. r4.-51.103 PR CFMCFREIVE.WED M,00 : 74 7filulkh4brrfarkra kvirmr0air ArropMnrefits Et4Fac 11122. • 2 PI 0121212.28 r42. W9 6 fraw. loI 4 " \ _ .t.- ... 1) :4 H \ =1 -.... A, •• r. 4.4, Fs . \ 3:I • • • • • • • W i %.• • • • • U 1 7 e—ii • tS 1. 2 • ./ - :g, i • • • • , • • • • • • • • • • . 1.. • • • • • • • • • • • • • • • • • Alff ?Mini • • • 28'r •••0•• • • • • • auCit • • :wce • • • • •• • • - 1 - i 1 • . • • •141 • [ 1.7 l 1 r ••••• \ /1 • 1 1 @ r j • 1 I 1 1 t l I I, ..--,.„... 5:9 WI VENT 4:41)1 I ) I 12 EXTERIOR IST41107 TOM ;f3 list' WIT (TY OPP0..rit EXTEpjo IFEE LEV- 11 I • . 7.C3 , 51:1131111 YtOTH 1/4 ; VCIOD ESKISS '<NT TOP150 Cogni TIPICA:. AtIZHERS SEE fp- r - -1_ 1 - 1! I 1 !I P F- r _ I V - 1 1 . I CS) Al I C.1.. On. I , . FFIWE E.710 CORNFR. FIYF CORNER car: va. K.Isszsit..41 railt.:* SinutIVRES PROnatitoork.50) euk. PC I eaeu esmory*lugxrilattu Fklilla 0.141,7.7C „. 2 ..7, p. _ Fariusgon Egit chr z 1,j/16 /1Lib f L:4( d b881:1 d fb March 16th, 2007 WF? Re: "Series 6800 Aluminum Horizontal Sliding Window" (NOA No: 02- 1107.02) This letter responds to the need for us to provide otir customers with updated information on changes made to our products. We have made some improvements to our "Series 6800 Aluminum Horizontal Sliding Window" to achieve a better product performance and giving at the satire time a new .look. The changes consists in a new redesigned (higher) frame sill along with a new frame sill installation screw cover, a redesigned yet stronger round - shaped vent locking stile and increased the length of the glazing legs on all frame and vent members allowing a bigger glass penetration and better adherence to the aluminum structure, resulting a better window and cosmetically more elegant. As a reminder, it is very important that all of you be focused on the correct sealing of all mechanical joints or installation screw heads perimeter, to avoid water infiltration problems (See figure) NEW FRAME SILL • -„ INSTALLATION SCREW COVER NEW WINnoW FRAM? SILL SCREW H A1) PEWTER SEALANT --. iNSTAL.LA'rION SCREW VALE. U( UN • • ••• • • • ••• HAUL b1/161 •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• AWP, LLC dba Yale COMM Windows and Doors •' • • 8.l 30 N`.3N• 74th 9.t tie: : l�e • •. ' dleiy, n.:31166 Phone (305) 67-2 I'+sa'()45) 881•T369 TO ALL OUR CUSTOMERS: •• • • • •• ••• •• • • • • • • • • •• • • • • • ••• •• We appreciate your cooperation on the achievement of these important outlines. Sincerely, Roberto Perez Keiyctte Thom Engineering Department Office Manager bJl1 bl lbd f 0:3: 4 f '31f1b888Y.3 fb WP MANNFACENNrlt Or 9 t Opt W NDNWA AND DUMP March. 16th, 2007 Re: "Series 6800 Aluminum Horizontal Sliding Window" (NOA No: 02-1107.02) This letter responds to the need for us to provide our customers with updated information on changes made to our products. We have made some improvements to our "Series 6800 Aluminum Horizontal Sliding Window" to achieve a better product performance and giving at the same time a new look. The changes consists in a new redesigned (higher) frame sill along with a new frame sill installation screw cover, a redesigned yet stronger round - shaped vent locking stile and increased the length of the glazing legs on all fra ne and vent members allowing a bigger glass penetration I,nd better adherence to the aluminum structure, resulting a better window and cosmetically more elegant. As a reminder, it is very important that all of you be focused on the correct sealing of all mechanical joints or installation screw heads perimeter, to avoid water infiltration problems (See figure) NEW FRAME SILL INSTALLATION f .r SCREW HEAD PEIME'TER SEALANT— NEW WINnO'kV 1 RAM1:: SILL Sincerely, SCREW COVER rus INSTALLATION SCREW - -. -- Roberto Perez Engineering Department YALE U(. UN • • ••• • • • • ••• k-'AiE kJ 1 1 •• •• • • • •• •• • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • ••• • • • • ••• TO ALL OUR CUSTOMERS: AWP, LLC dba Yale Ogron Windows and Doors .'„S.130 NAT .74th. w ne: • • 1 ddy, 1 1 71311G! Phone (305) 81 1-2646 A.(3&) 881.1349 Kejyvtic Thum+ i Office Manager •• • • • 00 ••• •• • • • • • • • • • •• • • • • • 000 •• We appreciate your cooperation on the achievement of, these important outlines. �� 0 02104/2007 23:19 3058889376 pi ? tv M I A IVI I.D \DE. Altv T13L'ILDI'1G CODE COMPLIANCE OFFICE (BCCO) T'].ODt1CT CONTROL., DIVISION NOTICE OF ACCEPTANCE (NOA.) -Yale Ogron Mianufacturing Co., Inc. 671 Wesi 18 Street Hialeah, FL 3301.0 VALE 01130f‘j : • • • • • • • . • •. • • • • - • • • • ••• • • • .•• • • • • ••• 0 •• • • • • • • • • • • • • • 000 •• • • • • • 000 •• N ? L ) Ot005,11 Expiration Date: December 28, 2011 Approval Date: November 09, 2006 Page 1 PAGE 01105 MIAMI•f43)E COT-7'Y, FLORIDA ••. •'• •'WE :o.DADL'. L'4r ?_r.1zst 13 r.7 •' 440 w Ji,;�T 4A t 1.IT; %T 1:T, sLTr'TE 1603 • • :•• • : .MrAJ�'LTFbS� 131DN, 33130.1363 C3D5i 375 - FM (3x05; X75 - 2903 e t y _41 . ••• • • • • • • • SCOPE. This NOA. is being issued under the applicable rules and re ;r.rlalions governing the use of construction materials. The documentation submitted has been reviewed by Miami- Caadc: 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 NO.A. shall not be valid after the expiration date stated below, The Miami.J.)ade County Product Control Division (In Miami Dade County) and/or. the A1-IJ (in areas ether than £vlianii Dade County) reserve the, rig. ht to have this product or material tested for quality assurance purpose's. If this product or material fails to perfona, in the accepted manner, the manufacturer will incur the expense: of such testing and the Al-Sr may immediate] revoke, modify, or suspend Ilse use of such product or material within their jurisdiction. BORA reserves the right to revoke this acc'm.:an if it is determined by Miami -Dade County Product Control Division that this product Cr material faiis to meet the requirements of the applicable building code. This product is approved as described herein, and has been de:- ,i;fnk.d to comply with the High Velocity Hurricane Zone of the _Florida Bu Code, DESCRIPTION: Aluminum Tube Mullion - Impact APPROVAL rM :)C1.11VIENT: Drawing No.MV195 -06A, tilled "Aluminum Tube Mullions ", sheets 1 thorough 4 of 4. prepared by Al Farooq Corporation, dated 11/20/95, with revi:,ir,n on 07/25/06, signed and sealed by 1-Iumayoun Farooq, P,1✓„ bearing the Miarni -Dade County Product Control .Renewal stamp with the Notice of Acceptance n umber and expiration date by the ]Vliaini -Dade County Product Control Division, L' 1/MI55r'I..,E IMPACT RATING: Large and SrnaD Missile larrtract Resistant LABELING: Each unit shail bear a permanent label with the manufacturers name or logo, city, state and :foIlowinag statement: "Miatn.i -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after ti renewal npplicat.ion 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 ve'ision or change in the materials, use, and /or manufacture: of the product or process. Viisuse of this NOA as an endorsetnent of any product, for salts, 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, ,ADVI +1I:'I'1SEMENT: The NOA number preceded by the words Nliarni -T) tde County, Florida, and followed by the 'expiration date may be .risplayed in advertising literature, TI any Aortic }n of the NOA is displayed., then it shall be dose 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 revises and renews NOA 0 02-0227.01 and, consist; of this page 1 and evidence page E - and E2, as well as approval document mentioned above, The submitted documentation was reviewed by ,Iairrre D, Garcon P.E. LE) m 0 • ••• • ••• • • • ••• •. • •• • ••• • •• . •• • •. • •• i COD • • • I 1 MtJ.4 • • • 1 • • r• • T.TN3014 FRAME • • i__._._._ • • • • • •• • • • • •• • • ••• •• • •••• • • 11� i'• • • 2D70 —i" • • • • • • •• •••• • •• • • • •••• • • • • •••• RECflNCULa.R 1tLU }SINURi TUBE MULLIONS USING 1.SULL1ON PROPERTIES ONLY NOTES; •15 7E000C( las BETH 0E5121E0 AND TESTED TO MAPLE WITH THE WISCROEALS OF ME FLQ?OJ. DJF_DLWJ COJ_ 2001 MIT 1I (Ew 2021 •JIDI1G w3 1ELOci1T htftu.JCAJB 204E (aril]. ALL CLAD NO PRODUCTS USED ,11TH TT£Sr 1113.1+3NS MJST }AEU THE AP'LICAIRE IIUIWL.; G'JlE REQUIREMENTS LE: THUD LOAD. WATER INFILTRATION. FORD ENTRY RESISTANCE. SAFEGAARLIS ETC. *CAD *110 ' B[ OTHERS. VAJSI BE AAC112RED P I1PHRL:T 10 TRANSFER. L0&311 TO IRE 5E•1U114E. AY.Ti,JRS 9uLL RE AS CEN G. SF:L:FD AS s -12.4:1 00 044x15. EIt3[D4EI:1 1D ERSE WERa11. SIMJ_ EE MUM YAW. Cth11JIRC (STUCCO. THE ETC.). MiCSIORTM C^-NJEBDhS OTHER THJ. 0 35E Se0t.6 11 THESE DETAILS Ad MGT P. B[ C7 HIS )PW, VAS A moo DURATION 1ECEE)SE n: MLOh'B:F STEMS IS D D 15 DESIGN OF ANCHORS •.TO WOOD 61411 1311PJJTE 115Et1 i Riff 1i1 ;ASTER TO STEII,.1t11L 950E MR CCAF 900 CDOUCT TOR 0 113S5U:A. I1AEI.'4$ 521.41 WEFT TE£ AEOLT?EA!7.T5 OF 2034 FLOP.£; EtOS 003E S1CL31: (S'JPPLEi Q14T 20024 3402 - .:DrO -I ALL TUFF IIULIJOES ID BE 1•U.411 FA53 -16. • MULIJ(tIi S iONTAINiNG TYPICAL GLAZING PRODUCT • 1ibRIZoNTAL ORt VERTSCAL SEE OOGA•i.Rt•0}i0R APPRO AL. FOR FASTENERS SIZES N) SPAOr411 MUILIDA' SYSTEM 15 RAYED FOR LA 0E MIS.°.LE 11a=AC7. A110 CAN BE USED WITH AL MI41411 -DA6E CO'J1Ti Al'Pa.7dzo .I D.IPP.= AND t 3H- 10lFACT RESISTANT FR0.1DUCTS- INSTRUCTIONS; USE CHNR[S AND GRP.'IS AS MAWS. Si'EP 1 STEP 2 STEP 3 srE4 @ D 41D15 FRODJCT OETEP.UNE DEST3:1 IA11D I1OUIP.E0 PER AS.f FOR PARTICULAR Q'FJZI25. 05✓ OWE L0W41Y APFiffi.ID +SLT•YNG PRODUCTS UM111/1 AEO'E LOb FEEU1RFJOE- FS. USE CIERML09 TO IJUJ112}1 AS PER 711022C1 APPiD'AR.., SP.ECFY 11WU11u SHW. S°ACRE.L. 0P3py G11.FAS 014 0itWcr 2 SELECT MUGS SRI 'NTH DEScI. MAO 1,771E T+LA4: DESIGN LOAD SPOLIRID Is STEP 1 1.900E. US11; 1561311 TLF.F. ••• SREET 4. AND ANCHO14 CHAPH: 00.. 9'L1T 3. SELECT ANCHOR TeFE 151[:1 44.5171 EAT41; 11015 cm,: TNT OMEN LOAM 515111141 N gas T 1EO t .I*5 • ?SD •••1725° 4. 2251 -.125 L '1 MULLION CLAP (YE -65) #5..-.s3 (7. TO AN11.ES) CEP LEIIGIHS MS( Lffi 0.24 TO FIT 5(1.40 KM TUEE MIA)MMI& VOLLIOII CLIP ; m+s.T -rs) CUF WEN thS ILLS( BE CUT ID 517 94U; NED 7JBE LFJIIJDIIS (00 SCE FASIEUEIL REOB.j L -725 15 , DR. RL101L421 FAP.YJD 1IPA.CIUR1 Rs. FE 4 16547 CAN 3530 5 - 173E -- MULLION CLIP (ALT. TO 154�111 I.EMI 15 M 6E CI a TO )le G U Sra� BD63-151 1 1$13 MULLION` CUP 4.063 -15) 11F LEN :1HS 14UST BE CL11 TO FAT HAAS, NEE0 RIFE WJJJDEIS. (NO DOE Fb^TD+EES ANGLE CLIP ^:U63 -T ) 2E30 i — F --- -- \ RI il - ...4 - .0.10" TUEE V 4 77 - 7 60E.3- YE Y411 X4 .. . \ 1 I \.'? 4 - 11 ___ 5 - . . ;._\___ • 5153 \. .- \ csg--- ' -- At ----", • - : : . ' ' : • ___._A - IML1 ! • ii ,;•.., II ME I i, ' I ' 'Elni■ b TLI9E 1 . \ 1 I \.'? 4 - 11 H Milnliallninn IML1 13111 I ' _ L II ME I i, . arannis. .... L MOIRUNIMITINIIWI VIM 1111111111 - . .., . 0 . • i 11.0 U.' ti • ' • <I a 0 9' o 1 •-•-• - - • . • • • - 1 ••••AliA 3 ' • • • • • • • C • 0 .D • ••• •g • • 5 ZE • • • • • • 20 • • • • • • • HULL ION LOAD CHAR I • I \ • I TueE 626:3 - it. YM 2 X2 : • • 3.0• 48 RI • • • • • • •••• • • •••• MULLION LOAD SO • • &I15° 70 ii‘ICHES • • • • • • • • CHART BO 2 - TuBE 6262- TE Ym2 4 I ' - 'A • • 20 20 40 GO 60 70 90 TRIBUTARY 4a131 - INCHES •=1, \\38 AEA l 19 NUL LION LOAD CHAR n \ ..,....:._......_: '..,._.. , , i 1 - .3 - xlie TUBE t • . 164363-To YlikX3 g 2B 30 40 s0 60 70 90 TRIBUTARY WIDTH - INCHES MULLION LOAD CHART 2e 30 40 So 60 70 SO TRIELPTARY WIDTH - INCHES 19 Lf.! M.J2Nz PROVJCT 11 JL LION LOAD CHART rs• 4 ' ) 20 30 40 SO 60 70 • BO TRIBUTARY 1410TH - INCHES ar. 1 • F PRZO \_sol.7140FIS AM. CR C 152 0.42N4 TRIBUTARY 9DTI WI ; Pa 1 TYPICAL MULLION' ARRANGEMENTS Epp CO. ir.nroCun FARM:1 f 1 .m 57 Lo2111:7 I PROXC1 • 0 a% 11 MULL011 SPAN 1-13RIZOIR-1_ AfJ1111 Si.J.Bs0 FROM/CI 'tt'S S. %; 1 . ill 'cP S l s e - k • •• •• ! i • yam \ \ !\i • I , \ \I h ' \ 1 '4-1/4 IIIMMIL r 1 1W \1 \ \\ I \! I t r , —,—.1,.-- — to 1 • 11: r. 9b �� • I •i 1 114 k .HP !S • ; l i c ANCHORS C I J!r,CC 1 4 • j 1 , 136,` I••I••: i ; r = 1 1;.• 1 F 1 116.'''Iii =110 =111 ANCHORS TYPE YANCD 13M`_111.1 miwuri f t k , ti _ t, ' S S l s e - a vu `}E 5g a .Lrr -- = ` \ \ • \ \ \I h ` \.' : \t '4-1/4 \ 1 ,1 ;:t t 1 r c \1 \ \\ I \! I t = , —,—.1,.-- — to 1 • `.. I j \ I t • 9b �� • I •i 1 114 k .HP !S • ; l i c ANCHORS C I J!r,CC 1 4 • j 1 GLA UJG PP,3b}_1 .4 S ti. LOAM cROw t a vu `}E 5g a .Lrr 1R1C11]GS J.a. Ca c 0 • •• • •q m •• •ai • z� • • • • • F• • •P• •• ••• • • •• • w O' } CTI • UP t1. •••ri ANCHOR LOAD CHART 4v:FA85 TPE AB, tft G Ate4G r4a] ucr VA i L G{ CZIIffi PRODUCT :.-• CC W2 ANICHr5Pc rt pp 22 ' 3 43 'Jiff 63. 70 81%, TRIBUTARY VICTd - INCHES arRVICAL h7JLUEVJ n11J4]BS i rYPE &B. 02 C Li t- A) tsi Li st 20 30 40 'SO 60 70 TRIBUTARY ::'I TH - INCHES UUJ.071,1 SPA•, TRIEJTAAY WIDTH = µ•1 -1 N2 2 I TYPICAL MULLION ARRAN Eh3ET11T$ ANCHOR LOAD CHART ow.2oh-ra PILUJCN Ui ANCHOR LOAD CHAPi 3 43 GO E0 eO TRTE.J B A R 'dI17TH - INi:HES FOR At4CNORS DESCRIPTION SEf SHEET 4 OF 4. MIN. EDGE OISTA «'WOES FOR ANCHORS: INTO CONCRETE At2D MASONRY 1 - /8 FOR 3/16' TAPCONE '1-1/2.` F6R 1/4' TAPCO'JE INTO WOOD STRUCTURE _ 3/4' FOR 3j16 TFPCANS = r FDR 1/4' TAPCONS INTO META: STRUCTURE = 3 /A FOR ALL ANCHORS Er D:I. r].6RYaI9 m000 /LC E ; R um.? CAA 35]8 IYANC.4 i. • , T Ilt••• to 1 • , • •• .\ • I •i 1 1 !S • ; l i r d , _ f t i r i 41UL 9 4 . 4 1 4 • j t ;• I••I••: i ; r = 1 1;.• 1 F 1 01� =110 =111 `' 0 • •• • •q m •• •ai • z� • • • • • F• • •P• •• ••• • • •• • w O' } CTI • UP t1. •••ri ANCHOR LOAD CHART 4v:FA85 TPE AB, tft G Ate4G r4a] ucr VA i L G{ CZIIffi PRODUCT :.-• CC W2 ANICHr5Pc rt pp 22 ' 3 43 'Jiff 63. 70 81%, TRIBUTARY VICTd - INCHES arRVICAL h7JLUEVJ n11J4]BS i rYPE &B. 02 C Li t- A) tsi Li st 20 30 40 'SO 60 70 TRIBUTARY ::'I TH - INCHES UUJ.071,1 SPA•, TRIEJTAAY WIDTH = µ•1 -1 N2 2 I TYPICAL MULLION ARRAN Eh3ET11T$ ANCHOR LOAD CHART ow.2oh-ra PILUJCN Ui ANCHOR LOAD CHAPi 3 43 GO E0 eO TRTE.J B A R 'dI17TH - INi:HES FOR At4CNORS DESCRIPTION SEf SHEET 4 OF 4. MIN. EDGE OISTA «'WOES FOR ANCHORS: INTO CONCRETE At2D MASONRY 1 - /8 FOR 3/16' TAPCONE '1-1/2.` F6R 1/4' TAPCO'JE INTO WOOD STRUCTURE _ 3/4' FOR 3j16 TFPCANS = r FDR 1/4' TAPCONS INTO META: STRUCTURE = 3 /A FOR ALL ANCHORS Er D:I. r].6RYaI9 m000 /LC E ; R um.? CAA 35]8 1 2 ) 14 S. WS. 2/ 4.11:ZE ' • • • • • • - fluu_Xr. • • ••• •• • • •••• • • ••• •• •••• • • • • ••• •• • •• •• • • •• •• 2 11; , , VC 1 41, • • • SAX 1 ••• •• • • • • • • : 4 _ r • • ao• • Li4 _L ••••:• I I • • / , • F • • • • • •• • • =ea - WU' _R;TO ter 8110 S 1-3/W Ufi. - NZOP. EUE 11 au;ar . 1\ 2 X 2 I{ 1/0" ..I Jr 34 S115. IL ) ,.? 2/ ;LUMEN 1 , 1..., L _533 . FM • . .L...... i • •I% . 1 ■ ..1 1 1 r 1 -----------T " 14 : ..IIIt at . ...1„ .w.is 0..x. - r.speciu 1 I PRE85f' 0:04 2 i - =- WPC M ELA St.i. 11 Al' ;VW TAPOM 13r Pat. r.s. 1 - 1i , " MN 1.tn5OIA'r EMBM. . 1/ iNGLE N331:14 R.131.M. 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WOOD BUCKS NOT BY YALE OGEONi MUST SUSTAIN LOADS tIAPOSED. ° 1 Project Address 130 NW 102 Street Miami Shores Village, FL Owner Information ROSE BELIZAIRE Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Address Contractor(s) HOME OWNER Phone CeII Phone Fees Due CCF Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $ 5.40 $1.80 $240.00 $15.00 $6.00 $268.20 Authorized Signature: Owner / Applicant / Contractor / Agent Building Department Copy Permit Issue Date: 8/22/2007 Permit NO. WS -8 -07 -1761 Permit Type: Windows /Shutters Work Classification: Window /Door Permit Status: APPROVED Expiration: 02/1 8/2008 Parcel Number 1131010220110 Block: Lot: 130 NW 102 ST MIAMI FL 33150 -1232 Phone Valuation: Applicant Type of Work: WINDOWS No of Openings: 14 Additional Info: Classification: Residential Total I Amt Paid $ 0.00 Payment Type: $ 0.00 $ 0.00 AU6 2 3 1 CK Itm Amt Due Total Sq Feet: ROSE BELIZAIRE Available Inspections : August 22, 2007 Date CeII $ 8,500.00 0 Inspection Type: Final , 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 authorize the above -named contractor to do the work stated. Wednesday, August 22, 2007 1 Date Payment Type Thursday, August 23, 2007 08/23/2007 Check Receipt Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL 33138 -0000 Phone: (305)795 -2204 Fax: (305)756 -8972 Permit Number: WS -8 -07 -1761 Invoice Number: PT -8 -07 -29539 Applicant: ROSE BELIZAIRE Company Name: Owner Address: 130 NW 102 ST MIAMI, FL 33150 -1232 Job Address: 130 102 Street NW Miami Shores Village, FL Check Number 1041 Amount $268.20 Change $0.00 Total Payment: $268.20 Page 1 of 1