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WS-15-1656 (2) 4 Miami Shores Village JUL 201�� Building Department 10050 N.E.2nd Avenue,Miami Shores,Florida 33138 Tel:(305)795-2204 Fax:(305)756-8972 INSPECTION LINE PHONE NUMBER:(305)762-4949 �{ T. FBC 20t 5 _ BUILDING Master Permit No.U)S 656 PERMIT APPLICATION Sub Permit No. )6ILDING ❑ ELECTRIC ROOFING ❑ REVISION ❑ EXTENSION RENEWAL ❑PLUMBING ❑ MECHANICAL PUBLIC WORKS CHANGE OF ❑CANCELLATION ❑ SHOP r / CONTRACTOR DRAWINGS JOBADDRESS: / ®� - �/ 5T: City: Miami Shores County: Miami Dade ZID• 33 138' Folio/Parcel#: fl 3/0 L`o ) 1q —00 10 Is the Building Historically Designated:Yes NO Occupancy Type: Load: nConsstruction Type: Flood Zone: BFE: FFE: J OWNER:Name(Fee Simple Titleholder): 1"�A AIP 4� �� Phone#: 30.5-(0 04— 2 2 t)0 Address: Jr8 �JLit [-4Go e A) Z)Q City: �f/ State• Zip: Tenant/Lessee Name: Phone#: Email: gg��,/�/r y� -7 t! CONTRACTOR:Company Name: D I/C? ®C�/GD � �' Phone#: /ff -ZKY - W-dI Address: 13516 lU . Z' Pi— City: AL # State: L Zip: '3d/ Qualifier Name: 4 2Cr/� b Phone#: State Certification or Registration M C� l (Z 7 Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State Zip: Value of Work for this Permit:$ 0 U 0 Square/Unear Footage of Work: Type of Work: ❑ Addition ❑ Alteration ❑ New ❑ Repair/Replace ❑ Demolition Description of Work: s.QJ Qdy's 4- C Specify color of color thm tile: Submittal Fee$ Permit Fee$3 W CCF$ CO/CC$ Scanning Fee$ Radon Fee$ DBPR$ Notary$ Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$ PG vised02/24/2014) 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. r Signatdre Signatur 11 J <f i AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this Z 9 day of :414/1c 20 ,by day ofcT�e P20 19 ,by who is personally known to Da ntcA (_�a r Q ,who is personally known to me or who has produced oCk- 0 L as me or who has produced F —DL as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: liter60 do Sign: Print 1 Print: Seal: ,�''"'"° BAMIRA QWM BR WAS Seal: BARBARA OM M 811111= S MY COMMISSION#FF080418 ' ` MY COMMISSION#FF080418 EXPIRES January 2.2018x,„ EXPIRES January Z.2018 APPROVED BY t Plans Examiner Zoning Structural Review Clerk (Revised02/24/2014) a • H04000008196 ARTICLES OF ORGANIZATION Article I. Name The name of this Florida limited liability company is: Java Holdings LLC Axtkle U. Address The Company's street and mailing address is: Java How LLC 5835 Blue Lagoon Drive Suite 20 Miami FL 33126 Article M. Registered Agent The name and street address of the Company's registered agent is: Anibal J. Duarte-Viera,Esq. 5835 Blue Lagoon Drive Suite 200 Miami FL 33126 Article IV.Transferabilb o�11 zbmWp Interests No members shall have the right to assign their membership interests in the Company without the written agreement of all of the membership interests, unless otherwise provided in the Company's Operating Agreement. If the assignment is not approved by all of the membership interests,the assignee shall have no right to become a member,to participate in the management of the Company, or to exercise any other rights or powers of a member. The assignee shall merely be entitled to receive the share of profits and other distributions and the allocation of income, gain, loss deduction, credit or similar item to which the assignor was entitled, to the extent assigned. Corporate Creations Intemational Inc. 941 Fourth Street Miami Bead FL 33139 (305) 672-0686 H04000008196 Copyright 01993-2=CC H04000008196 i AAi9k Y. N meat This will be.a manager-managed company. The name and address of each manager is: SI t ORA 5835$1M. 'e;_Se ASami= 33126 Ag cie V1.Com=y Existence The Company's existence shall begin effective as of January 13, 2044. The undersigned authorized representative of a member executed these Articles of Organization on January 13, 2044. CORPORA CREATIONS INTERNATIONAL INC. Karla S a Vice President CorWate Creations Int+emationai Inc. 941 Fourth Street Mlarni Beach FL 33139 (305) 672-0666 H040000081% Copyright 01993-2M CC ##11111111111##fllflllllll . 111111 Iffll 1111 fllf IN THE CIRCUIT COURT OF THE ELEVENTH JUDICIAL GFN 201 SROi36293!i OR BK 29646 Ps 948 (Jess) ClRCt!!T IN ANI>MRMi;DA COU i'FLORIDA RECORDED 06/08/2015-DR:34:51 DEED DOC TAX $2.221.20 HARVEY RUVINr CLERK OF COURT MIAMI-DADE COUNTY: FLORIDA OCM EN LOAN SERVICING LLC GENERAL JURISDICTION DMSION Plaintiffs)/Petitioner(s) VS Case No: 2010-031314-CA-01 TEE,ANDREWS,at al. Section: 32!��: �� Defendant(s)/Respondents(s) surtax $000 Consideration: $370,200.00 CERTIFICATE OF TITLE The undersigned clerk of the court certifies that a Certificate of Sale was executed and filed in this action on May 19,2015,for the property described herein and that no objections to the sale have been filed within the time allowed for filing objections. The following property in Miami-Dade County,Florida: LOT 1, AND THE WEST "h, OF LOT 2, IN BLOCK 7, OF PL PORTAL SWTION TWO, ACCORDING TO THE PLAT THEREOF, AS I RECORDED IN PLAT BOOK 99 AT PACE 115 OF THE PUBLIC RECORDS OF MIAMI RADE COUNTY,FLORIDA, (Proper#y Addresa: 102 NE 918r Street,Miami Shores„Florida 33138) was sold to. JAVA HOLDINGS,LLC,AND/OR ASSIGNS 12555 BISCAYNE BLVD#877 N MIAMI,FL,33181 WITNESS my hand and the seal of this court on June 03,2015. c's > Harvey Ruvin,Cleric of Courts - Miami-Dade County, Florida 10020M1 Book29646/Page948 CFN#20150362935 Page 1 of 1 Department of State 1/13/2004 2:55 PANE 2/2 RightFAX FLORIDA DEPARTM ENTT OF STATE Glenda E.Rood SOMV-07 of State January 13, 2004 JAVA HOLDINGS LLC 5835 BLUE LAGOON DR, STB 200 MIAMI, FL 33126 The Articles of Organization for JAVA HOLDINGS LLC were filed on January 13, 2004, effective January 13, 2004, and assigned document number L04000003310. Please refer to this number whenever corresponding with this office. In accordance with section 608.406(2) , F.S. , the name of this limited liability company is filed with the Department of State for public notice only and is granted without regard to any other name recorded with the Division of Corporations. The certification you requested is enclosed. To be official, the certification for a certified copy must be attached to the original document number that was electronically submitted and filed under FAX audit number H04000006196. A limited liability annual report/uniform business report will be due this office between January 1 and May 1 of the year following the calendar year of the file date. A Federal )employer Identification (FBI) number may be required before this report can be filed. Please apply NOW with the Internal Revenue Service by calling 1-800-829-3676 and requesting form 3S-4. Please be aware if the limited liability company address changes, it is the responsibility of the limited liability to notify this office. Should you have any questions regarding this matter, please telephone (850) 245-6051, the Registration Section. Trevor Srumbley Document Specialist Division of Corporations Letter Number: 304A00002417 Division of Corporations-P.O.BOX 6327 Tallahassee,Florida 32314 #2004PI _ ♦ t f �i ) 1 rr •;Y. r• s� •}� ,a a • J •r �/s,r��r``�/ra his �r;':� �r,f):ss IC it �! vr1 ,/ ,'vv � �tri�`�t - )•,.c� ,r' , .�, mss' tet, .--r-t \ r r,._,s r� moi,, ` ` � `�'•�"� � �:- 'fit; r L >k ol J r x/ ti r x • • • � ( �. 1 1 1 1 1 11 / E 1 1 1 1 r L /r. by t ll' t .�ill 1 1 ' •�� ,(fir � f� �. r��-: I � sl AL - `�*}�- 1�, �, 1�� /:.L � +'\.. .+�, v �"r /� /;t, ✓\ J L ,f1't, ,J'S,. !r d�. �L!S 1 t{�{ ! � � � n�J.-. t�j� r -�� J �ff�x lr,�;�r•r`/F r��(" +J✓,w�;:�� - ��:, �� ,•, �� , f�.ti� f�.-R .�.1� tti .� l 1 i' :�f��...! ��/r', �l'. �� ,,,�f,J `ti's'/ '�Y '�f ��=i6 X IRs DEPARTMENT OF THE TREASURY INTERNAL REVENUE SERVICE OGDEN UT 84201-0023 Date of this notice: 03-01-2005 Employer Identification Number: 000357.164717.0002.001 1 AT 0.292 702 20-0597202 Form: SS-4 Number of this notice: CP 575 B JAVA HOLDINGS LLC For assistance you may call us at: 12555 BISCAYNE BLVD 877 1-800-829-4933 NORTH MIAMI FL 33181 000357 IF YOU WRITE, ATTACH THE STUB OF THIS NOTICE. WE ASSIGNED YOU AN EMPLOYER IDENTIFICATION NUMBER Thank you for applying for an EIN. We assigned you EIN 20-0597202. This EIN will identify your business account, tax returns, and documents, even if you have no employees. Please keep this notice in your permanent records. When filing tax documents, please use the label IRS provided. If that isn't possible you should use your EIN and complete name and address shown above on all federal tax forms, payments and related correspondence. If this information isn't correct, please correct it using the tear off stub from this notice. Return it to us so we can correct your account. If you use any variation of your name or EIN, doing so could cause a delay in processing and may result in incorrect information in your account. Doing so could result in our assigning you more than one EIN. Based on the information from you or your representative, you must file the following form(s) by the date shown next to it. Form 1065 04/15/2005 If you have questions about the form(s) or the due date(s) shown, you can call us at 1-800-829-4933 or write to us at the address at the top of the first page of this letter. If you need help in determining what your tax year is, you can get Publication SSS, Accounting Periods and Methods, at your local IRS office or from our web site at www.irs.gov. We assigned you a tax classification (S-Corporation, Partnership, etc.) based on information obtained from you or your representative. It is not a legal determination of your tax classification, and is not binding on the IRS. If you want a determination of your tax classification, you may seek a private letter ruling from the IRS under the procedures set forth in Revenue Procedure 98-01, 1998-1 I.R.B.7 for superceding revenue procedure for the year at issue.) t Operating Agreement of Java Holdings LLC L ORGANIZATIONAL MATTERS 1. Formation. The Company's records book contains a copy of its formation document filed with Florida. 2. Name and Purpose. The Company's formal name is stated above. The Company may do business under a different name by complying with applicable fictitious name or assumed name laws. The Company has been formed to conduct all lawful business activities chosen by its management, 3. Registered Office and Agent. The Company's registered office and/or agent may be changed whenever approved by its management. 4. Duration of Company. The Company's duration shall be perpetual, unless otherwise provided by law, by the dissolution provisions of this document, or by the Company's formation document filed with Florida II.MANAGEMENT The Company will be member--managed, unless otherwise provided in its formation document filed with Florida. If the Company is manager-managed, the Company's management will be elected each year at the annual membership meeting. Management decisions will require the approval of members holding a majority of membership interests(if member-managed)or the approval of a majority of managers (if manager-managed),unless otherwise provided by applicable law, by other provisions of this document, or by the Company's formation document filed with Florida. Action required or permitted to be taken at a management meeting may be taken pursuant to written consent. Action by written consent may be taken without a meeting, without prior notice,and without a vote. III. MEMBERSHIP 1. Nonliability of Members. No member of the Company shall be personally liable for the expenses, debts,obligations or liabilities of the Company, or for claims made against the Company. Page 1 Copyright 0 1993-2003 CC 2. Reimbursement for Organizational Costs. Members shall be reimbursed by the Company for organizational expenses paid by the members. The Company shall be authorized to elect to deduct organizational expenses and start-up expenditures as permitted by applicable law. 3. Membership Interests. A member's membership interest in this Company shall be expressed as the percentage equivalent of the number that results from the following fraction: the total of a member's capital account as the numerator and the total of all capital accounts of all members as the denominator. 4. Membership Voting. Members shall vote in proportion to their membership interests in this Company, unless otherwise required by applicable law or by the Company's formation document filed with Florida. A matter shall be approved if a majority of the membership interests vote in favor of the matter. 5. C=Rmation. Members shall not be paid as members of the Company for performing any duties associated with such membership. Members may be paid, however, for any services provided in any other capacity for the Company, whether as managers,officers,employees, independent contractors or otherwise. 6. Membership Meetings. The Company shall hold an annual membership meeting at the time and place decided by management and communicated to all members between 30 and 60 days before the regular meeting. In addition, any member may call a special membership meeting at any time by communicating to all other members the plan to schedule a special meeting. Notification of membership meetings may be in person, in writing, by telephone, by facsimile, or by any other form of electronic notice reasonably expected to be received by all of the members. Special membership meetings shall take place at the time and place stated in the meeting notification. Any business may be discussed and conducted at membership meetings. Membership meetings may be held without the attendance of all members as long as members holding a majority of membership interests attend the meeting. Written notice of the decisions or approvals made at all membership meetings shall be mailed or delivered to each nonattending member promptly after the meeting. Written minutes of the discussions and proposals at a membership meeting, and the votes taken and matters approved at such meeting, shall be taken by one of the members or a person designated at the meeting. Page 2 Copyright 0 1993-2003 CC A copy of the minutes of the meeting shall be placed in the Company's records book after the meeting. Action required or permitted to be taken at an annual or special membership meeting may be taken pursuant to written consent. Action by written consent may be taken without a meeting, without prior notice, and without a vote. 7. Membership Certificates. The Company may issue certificates representing membership interests(also called units)in the Company. Each certificate shall show the name of the Company, the name of the member, and any additional information considered appropriate by management. Each membership certificate shall be consecutively numbered and signed by two members,managers or officers of this Company. In addition to the above information, all membership certificates shall bear a prominent legend referring to any applicable transfer restrictions. IV.TAX AND FINANCIAL MATTERS 1. Tax Treatment It is anticipated that this Company will not be treated as a corporation under federal income tax law. Instead,this Company will be treated for federal income tax purposes in the same manner as a partnership, unless there is only one member, in which case the Company may choose to be disregarded as an entity for federal income tax purposes. It is further understood that the members do not consider each other partners or joint venturers, except for federal and state income tax purposes. 2. Annual Income Tax Returns and Rem. Ruthin 75 days after the end of each tax year of the Company,a copy of the Company's state and federal income tax returns for the preceding tax year shall be mailed or otherwise provided to each member of the Company, together with any additional information and forms necessary for each member to complete their individual state and federal income tax returns. 3. Bank Accounts. The Company's management shall designate one or more banks or other institutions for the deposit of the funds of the Company, and shall establish such accounts as are reasonable and necessary for its business and investments. 4. Distributions. The Company will distribute to the members every year sufficent cash from the Company's profits to cover their projected income tax liability for their distributive share of items reported by the Company in Schedule K-1,unless all of the membership interests vote against such distribution. All other distributions of the Company's profits will be made from time to time when and if approved by a majority of the membership interests. Page 3 Copyright 0 1993-2003 CC V.CAPITAL 1. Capital Contributions by Members. Members shall make the initial capital contributions of cash, property or services approved by a unanimous vote of members. 2. Additional Contributions by Members. The members may agree from time to time by unanimous vote to require the payment of additional capital contributions by the members by a mutually agreeable date. 3. No Interest on Capital Contributions. No interest shall be paid on funds or property contributed as capital to this Company, or on funds reflected in the capital accounts of the members. 4. Capital Accounx Bookkeeping. A capital account shall be set up and maintained in the records book of the Company for each member. The records book shall reflect each member's capital contribution to the Company,increased by each member's share of profits in the Company,decreased by each member's share of losses and expenses of the Company, and adjusted as required in accordance with applicable provisions of the Internal Revenue Code and corresponding income tax regulations. 5. Allocations of Profits and Losses. No member shall be given priority or preference with respect to other members in obtaining a return of capital contributions, distributions or allocations of the income,gains, losses,deductions, credits or other items of the Company. The profits and losses of the Company,and all items of its income,gain, loss,deduction and credit,shall be allocated to members according to their membership interests. 6. Allocation and Distribution of Cash to Members. Cash from the Company's business operations, as well as cash from a We or other disposition of the Company's capital assets, may be distributed from time to time to the members in accordance with their membership interests, as may be decided by a majority of the membership interests. 7. Advances by Members. If the Company does not have sufficient cash to pay its obligations, any member may agree to advance all or part of the needed funds as a loan to the Company on terms acceptable to the Company's management. Any such advance shall be treated as a loan to the Company and shall not constitute an additional capital contribution. Page 4 Copyright 0 1993-2003 CC VI. MEMBERSHIP ADMISSION AND TRANSFER 1. Admission of Additional Members. No person may be admitted as an additional member unless the admission is approved by a majority of the membership interests and the additional membership interest is purchased by such person for fair consideration. 2. Restrictions on the Transfer of Membership. Members may not transfer their membership interests in the Company unless all of the membership interests approve the admission of the transferee into this Company. Further, members may not encumber a part or all of their membership interests in the Company by mortgage, pledge, security interest, lien or otherwise, unless the encumbrance has first been approved in writing by the Company's management, which approval may not be unreasonably withheld. Notwithstanding the above provisions, members may assign an economic interest in their membership interests to any another person without the approval of the other members or managers. Such an assignment shall not include a transfer of voting or management rights in this Company, and the assignee shall not become a member of the Company. VII.DISSOLUTION 1. Dissolution of the Company. Unless otherwise provided by applicable law or by the Company's formation document filed with Florida, this Company shall be dissolved upon the first to occur of any of the following events: (a) written agreement of a majority of membership interests to dissolve the Company or (b) entry of an order of dissolution by a court with jurisdiction over the Company. 2. LiQuidation. After dissolution of the Company, its management shall diligently wind up and liquidate the business and affairs of the Company. The Company shall pay for all expenses of liquidation. VIII.GENERAL PROVISIONS 1. Officers. The Company's management may appoint officers,such as a President, Vice President, Secretary and Treasurer, who shall have the responsibilities generally accorded to their positions, subject to the right of management to modify the responsibilities of such positions. Persons who fill these positions need not be members or managers of the Company. The officers may be compensated or noncompensated according to the nature and extent of the services provided by such officers. Page 5 copyright 0 1993-2003 cc t ' 2. Records. The Company shall keep at its principal business address a copy of all proceedings of membership meetings,as well as books of account of the Company's financial transactions. A list of the names and addresses of the current membership of the Company also shall be maintained at this address,with notations on all transfers of economic interests to nonmembers and transfers of membership interests to persons admitted into membership in the Company. A list of the name and address of the Company's management staff shall also be kept at this address. Copies of the Company's formation document filed with Florida, a signed copy of this document, and the Company's tax returns for the preceding three tax years shall be kept at the principal business address of the Company. Any member or manager may inspect any and all records maintained by the Company upon reasonable notice to the Company. Copying of the Company's records by members and managers is allowed,but reasonable copying costs shall be paid for by the requesting member or manager. 3. All NecesaM Acts. The members, managers and officers of this Company are authorized to perform all acts necessary to perfect the organization of this Company and to carry out its business operations expeditiously and efficiently. The Company's management may certify to other businesses,financial institutions and individuals as to the authority of one or more members,managers or officers of this Company to transact specific items of business on behalf of the Company. 4. Amendment. This document shall not be amended, modified or replaced except by a written instrument approved by a majority of the membership interests. I certify that the Company's members have adopted the terms of this document. Date: 1 ' Page 6 Copyright 0 1993-2003 CC Detail by Entity Name Page 1 of 2 Detail by Entity Florida Limited Liability Company JAVA HOLDINGS LLC Filing Information Document Number L04000003310 FEI/EIN Number 200597202 Date Filed 01/13/2004 Effective Date 01/13/2004 State FL Status ACTIVE Principal Address 12555 BISCAYNE BOULEVARD 877 NORTH MIAMI, FL 33181 Changed: 03/20/2009 Mailing Address 12555 BISCAYNE BOULEVARD 877 NORTH MIAMI, FL 33181 Changed: 03/20/2009 Registered Agent Name&Address Graber, Shane M 12555 BISCAYNE BOULEVARD 877 NORTH MIAMI, FL 33181 Name Changed: 04/04/2015 Address Changed: 04/04/2015 Authorized Personts) Detail Name&Address Title MGRM GRABER, SHANE M http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 7/2/2015 • Detail by Entity Name Page 2 of 2 12555 BISCAYNE BOULEVARD 877 NORTH MIAMI, FL 33181 Annualikeoorts Report Year Filed Date 2013 01/15/2013 2014 01/08/2014 2015 04/04/2015 Document Images 04/04/2015--ANNUAL REPORT View image in PDF format 01/08/2014--ANNUAL REPORT E View image in PDF format 01/15/2013—ANNUAL REPORT F View image in PDF format 09/01/2012--ANNUAL REPORT F View image in PDF format 01/18/2011 --ANNUAL REPORT F View image in PDF format 01/25/2010--ANNUAL REPORT F View image in PDF format 03/20/2009--ANNUAL REPORT F View image in PDF format 05/05/2008--ANNUAL REPORT I View image in PDF format 04/30/2007--ANNUAL REPORT F View image in PDF format 04/28/2006--ANNUAL REPORT F View image in PDF format 06/29/2005--ANNUAL REPORT F View image in PDF format 01/13/2004-- Florida Limited Liabilites View image in PDF format Cwydahtt�and Privacy PoliciesW State of Florida,Department of State http://search.sunbiz.org/Inquiry/CorporationSearch/SearchResultDetail?inquirytype=Entity... 7/2/2015 Miami Shores Village TMW 10050 N.E.2nd Avenue NE r, i3 Miami Shores,FL 3313&0000 ` Phone: (305)795-2204 . f t �� Expiration: 01/0912016 Project Address Parcel Number Applicant 102 NE 91 Street 1131010190010 Miami Shores, FL Block: Lot: JAVA HOLDINGS LLC Owner Information Address Phone Cell JAVA HOLDINGS LLC 12555 BISCAYNE Boulevard NORTH MIAMI FL 33181- 12555 BISCAYNE Boulevard NORTH MIAMI FL 33181- Contractor(s) Phone Cell Phone Valuation: $ 20,000.00 DVG BUILDERS INC (305)506-7308 _ a.... _.._.__.._._ ..___._�_...... _.. ................. Total Sq Feet: 0 Type of Work:REPLACEMENT OF 20 IMPACT WINDOWS,3 Available Inspections: No of Openings:25 Inspection Type: Additional Info: Window Door Attachment Classification:Residential Final Scanning:4 Review Building Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $12.00 DBPR Fee $5 25 Invoice# WS-7-15-56199 DCA Fee $5.25 07/02/2015 Credit Card $50.00 $354.50 Education Surcharge $4.00' 07/13/2015 Credit Card $354.50 $0.00 Permit Fee $350.00 Scanning Fee $12.00 Technology Fee $16.00 Total: $404.50 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 rite bove-na contractor to do the work stated. P July 13, 2015 Authorized Signature:Owner / Applicant / Contractor / gent Date Building Department Copy July 13,2015 1 . ... harp-e Gira 6te .. .. . . . .. .. . . . . . . . . . . . . . ... . . . . ... x3 9 . . . . . . . . . .. . ... . . . . .. . 3-1 Y. SN WON i�- 03 "1 02 -7 X o '"12,c8o E15 C� 14Y60 M - 00- 03 N1v11�tin �o�i� ly-o1Z8•n� (�Ac 91 �7 01A. q(a X�aO l L�px 9ul J d L W to 3�Y% A f 3 AR9- nA u� �i9RS U 1 3-1x3S 02 MOA LJ LJ _� X-9 a: a _ CL �1 N I .�< $ K1V i5�45 r j � 14K 31 40 x i iii X (93 �3xso i rryW LA,% ice.. �.e' SHANE GRABER RESIDENCE 12205 NW 71sT STREET HURRICANE PROTECTION PERMIT LAYOUT OPENING SPHr;DULE,,,,• . . 27 OPENINGS (1-27) MRH = <25' ...... •.: ....:. WORST CASE SCENARIO •••• •••• • .... .... ..... OPENING LOCATION& WIDTH HEIGHT DESIGN.'..• ZUNE APPLICABLE NOA PRESSURE.... 1. 14-0317.01 74 38 +40.4/-50.1 irok 5 , 2. 14-0317.03 15 15 +40.4/-Al ?9)w 5 3. 14-0402.03 40 80 +40.4/-54.1 rON'E 5 4. 14-0317.01 111 63 +40.41-54.1 ZONE 5 5. 14-0317.01 53 50 +40.41-54.1 ZONE 5 6. 14-0317.01 37 50 +40.41-64.1 ZONE 5 7. 14-0317.02 19 19 +40.41-154.1 ZONE 5 8. 14-0317.01 37 38 +40.41-54.1 ZONE 5 9. 14-0317.01 37 38 +40.41-54.1 ZONE 5 10. 14-0317.01 74 38 +40.41-54.1 ZONE 5 11.13-0503.06 100 90 +40.41-54.1 ZONE 5 12.13-0503.06 100 90 +40.41-54.1 ZONE 5 13. 14-0317.01 37 38 +40.41-54.1 ZONE 5 14. 14-0317.01 37 38 +40.4/-54.1 ZONE 5 15.14-0402.03 37 80 +40.4/-54.1 ZONE 5 16.14-0317.01 74 60 +40.4/-54.1 ZONE 5 A. 14-0728.04 60 1x4 +40.4/-64.1 ZONE 5 17.14-0402.03 72 80 +40.4/-64.1 ZONE 5 B. 14-0728.04 60 1x4 +40.41-54.1 ZONE 5 18.14-0317.01 74 60 +40.41-54.1 ZONE 5 19.14-0317.01 96 60 +40.41-54.1 ZONE 5 20.14-0317.01 37 50 +40.41-54.1 ZONE 5 21.14-0317.01 53 50 +40.41-54.1 ZONE 5 22.14-0317.01 37 38 +40.41-54.1 ZONE 5 23.14-0317.01 37 50 +40.41-54.1 ZONE 5 24.14-0317.01 37 50 +40.41-54.1 ZONE 5 25.14-0317.01 37 50 +40.41-64.1 ZONE 5 RAMMS M ENGINE IN q INC. Kd = .85 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA 13UILDING CODE, 2010 Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE DESIGN:WIND LOADS IN PSF. MIAN DADE 175 MPH WIND W&WE . 0000 0000.. Interior& Exterior Zones (4&5 -Walls) Positive Pressures •. 0000.. . 0000.. Exposure C For the 175 mph Wind Zone CATEQQ.RY02 • Effective Wind Area or, Tributary Area) in Squapaf eet 0000 :••••; .Height 10 20 -30 40 50 ••• 60•000 ••••: (Maximum) 1.00 0.95 0.92' 0.89 0.$ • • 0.460 ' 0 00 15 40.4 38.5 37.5 36.7 36.9 0 0. . 35.70 • 20 42.7 40.8 39.7 38.9 38. 3�8 00000 25 44.6 42.6 41.5 40.6 40.0 0 . 394 0000.. 30 46.5 44.4 43.2 42.3 41.r" 41•11' ' 40 49.4 47.2 45.9 44.9 44.2 43.6 50 51.8 49.4 48.1 47.1 46.4 45.7 60 53.7 51.2 49.8 48.8 48.1 47.4 Interior Zone (4 -Walls) Negative Pressures Exposure C For the . 175 mph Wind Zone CATEGORY 2 Effective Wind Area (or, Tributary Area) in Square Feet Height 10 20 30 40 50 60 (Maximum) -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 -43.8 -42.0 -40.9 -40.2 -39.6 -39.1 20 -46.4 -44.4 -43.3 -42.5 -41.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 -43.8 -43.2 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1 40 -53.6 -51.4 -50.1 -49.1 -48.4 -47.8 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 -53.4 1_52.6 1 -52.0 Exterior Zones (5 -Walls) Negative Pressures Exposurp C For the 175 mph Wind Zone CATEGORY 2 Effective Wind Area (or, Tributary Area) in Square Feet Height 10 20 30 40 '. 50' �6O Maximum) -1.40 -1.29 -1.23 -1.19 ;, -1.15 -1.13 15 -54.1 -50.4 -48.3 -46.8 -45.6 -44.7 20 -57.2 -53.4 -51.1 -49.5 -48.3 -47.3 25 -59.8 -55.8 -53.4 -51.7 -50.4 --49.4 . 30 -62.3. -58.1 -55.7 -53.9 -52.6 40 -66.1 -61.7 -59.1 -57.2 -55.8 50 -69.3 -64.7 -61.9 -60.0 -58.5 ,.- -, . -57.3 60 -71.9 -67.0 -64.2 -62.2' -60.6, : -59:4 . Length of End Zone (a): 10% of least horizontal dimension or r! h,,whichever is sfoaller. but not less than 4% of least horizontal dimension or 3 ft. (h = mean roof height.ir,-fief); V, N0TE;.AN.8%REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS.• t MIAMI•D:iADE MIAMI RADE COUNTY + PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(,7$0315-2599 _NOTICE OF ACCEPTANCE (NOA) lxxabmidat esacrwtecanom��r...:. ... • Gomel{' tom. • '. 745OWW W Street 0000*0 Mami,FL33166 • SCOPE: ••• j•• • •i•.' This NOA is being issued under the applicable rules and regulations governirE t ntse oI•eo1kUctioli materials. The documentation submitted has been reviewed and accepted by 11Ugu4-Qade Gt 4 y RER""9:' Product Control Section to be used in Miami Dade County and other areas wheriD allb*d by the 4 ,uthoft.••: Having Jurisdiction(AHI). • • •••••' • • This NOA shall not be valid after the expiration date stated below.The Miam1Dad-&e'nty Ptediw-Contr6f 9 Section(In Miami Dade County)and/or the AHI(in areas other than Miami Dade County)reserve tete 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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section 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: Cliff �b �.M•I• APPROVAL DOCUMENT:Drawing No.M95-16,titled"Aluminum Tube Mullions",sheets 1 through 4 of 4,dated 12/05/95,with revision G dated 06/12/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration.date by the Miami Dade County Product Control Section. MISSILE IMPACT-RATING: ----- LABELING: Each unit shall bear a permanent-label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami-Dade County Product Control Approved", unless otherwise noted herein. 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 revises NOA#12-0222.07 and consists of this page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,PX. NOA No.14-072&04 VdMk2LMcoin j; 4 -Fspirativn1)n : ALU IA17 . 3 A,pgrt�=ate: U �9�91� Wage I Golli Glass Sales&Services Com- NOTICE o .NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 0000 • '0000' 0000.. A. DRAWINGS • 1. Manufacturer's die drawings and sections. 0000.. •.; 2. Drawing No M95--16,titled"Aluminum Tube Mullions",sheets►:4hrough 40dated , 12/05/95,with revision G dated 06/12/14,prepared by Al Farb Wfprpor0.tiatr,•signe&* 0000 0000 9.000 and sealed by Javad Ahmad,P.E. • 0000 . .. 0000.. B. TESTS •••••• • 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading�er FSC TM;.Q�94.9•.•9 2)Large Missile Impact Test per FBC,TAS 2019.96 ' 3)Cyclic Wind Pressure Loading per FBC,TAS 263-94-:.:• ' along with marked up drawings and installation diagram of aluminum fixed windows mulled together,prepared by Fenestration Testing Laboratory,Inc.,verification Test Report No.FTI--5378,dated 10/04/07,signed and sealed by Michael R.Wenzel,P.E. (Submitted under NOA No. 06-0210.07) 2. Test reports on: 1)Air Infiltration Test,per TAS 202-94 2)Uniform Static.Air Pressure Test,Loading per TAS 202-94 3)Water Resistance Test,per TAS 202-94 4.)Large Missile Impact Test,FBC TAS 201-94 5.)Cyclic Loading Test,per FBC TAS 203--94 along with marked-up drawings and installation diagram of two mulled side-by-side series 510 aluminum fixed window,prepared by Hurricane Engineering&Testing Lab,Inc.,Test Report No.HETI-02-1145B dated 04130/02,signed and sealed by Hector M.Medina,P.E. (For reference only) (Subnoitted under NOA No. 02-0826.03) 3. Test reports on: ly Uniform Static Air Pressure Test,Loading per PA 202-94 along with installation diagram of window prepared by Hurricane Engineering& Testing Inc.,Test Report No.HETI-96-512,dated 02/02/96 signed and sealed by Hector M.Medina,P.E. (Submitted tinder NOA No. -09-0331.02) C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC 5t° Edition(2014),dated 06/12/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) �ilp r, i 0000 r Ma no HZ,P.E. Product Contrpl miner NOA No. 728.04 Expiration Date: March 28,2017 Approval Date: October 09,2014 E-� Gopi Glass Sales&Services Corp. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-e Edition (2014), and of no financial interest, dated June 12, 2014, issued by Al Farooq Corporation, signed and sealed by Javad Ahmad,P.E. 2. Laboratory compliance letter for Test Report No. FTL-5378,issued by Fenestration Testing Laboratory,Inc.,dated 10/04/07,signed and sealed by Michael R. Wenzel, P.E. (Submitted under NOA No. 06--0210.07) 3. Laboratory for Test Reports No.HETI-96-512 and HETI-024145B issued by Hurricane Test Laboratory,Inc.,dated 02/02/96 and 04/30/02,respectively, both signed and sealed by Hector M.Medina,P.E. (Submitted under NOA No. 99-0331.02 and 02-0826.03 respectively) G. OTHERS 1. Notice of Acceptance No.12-0222.07,issued to Gopi Glass Sales&Services Corp. for their Clipped,Extruded Aluminum Tube Mullion---L.M.I.",approved on 04/26113 and expiring on 03/28/17. sees sees sees.. .. sees.. . . . sees.. sees sees . . sees sees sees. ee ss s ss sees.. sees.. sees.. . . V: sees.. .. ss s Manue ,P.E. Product Control P E miner NOA No. 4-072$.04 Expiration Date: March 28,2017 Approval Date: October 09,2014 E-2 b84 Ib90 Glu w z ; .tEs I' � ry4 2500 E.500 i Iki f n - .. ...... TYPICAL 4.000 1 as '- I !i GLAZING PRfSUUCT � 3.750 3.754 I 4 MULLION CLIP (sce3-Ts) MULLION CLIP (eoe3-Te) TYPICAL FRAME 1 _ (ALT.TO ANGLES) (ALT.TO ANGLES) 1 a_ -_- �. _. CLIP LOG"MIST BE CUT TO FR SNUG CUP LENGTHS MUST BE CUT TO FIT SNUG II 1 1 INTO TUBE MULLIONS. INTO TUBE MULLIONS. ir L_.1 1 L IES TVP. 6A40 725YP, .125 E,004 3000 4=-4EA00 O ZO MULLIONS CONTAINING •TYPICAL GLAZING PRODUCTS 2A00 m O HORI OWAL OR VERTICAL F t) m SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING AWff-22 (6063-Te) ALL MULLIONS 8083-TB MIN. Z $ RECTANGULAR ALUMINUM TUBE MULLIONS z USING MULLION PROPERTIES ONLY a i NOT ; THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONAE(HVIHZ). ALL OLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE APPLICABLE SUILOINIG CODE REQUIREMENTS I.E:WIND LOAD,WATER INFLTRATION, FORCED ENTRY RESISTANCE,SAFEGUARDS ETC. g LWOW SUCKS OADS TO 1H#BY OTHERS STRUCTURE. MUST BE ANCHORED PROPERLY TO TRANSFER I$��e ANCHORS MALL BE AS LISTED,SPACED AS SHOWN ON MIALS,EMBEDMENT $ TO BASE MATERIA.SHALL BE BEYOND WALL COVERING(STUCCO,TILE ETC,). ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS ATE NOT PAW OF THIS APPROVAL INSTRUCTIONS: A LOAD DUNOW"B USED IN OEM OF ANCHORS INTO WOOD ONLY. •• 000 • • • • • •• c• S W USE CHARTS AND ORAPHbAS FOLLOWS• • • • • • • • MATERALS IIQUmP1O BUT NOT IN=TO STEEL/METAL SCREWS,THAT W!ff IN STEP i •• • • • • • CONTACT WITH OTHER D�MIIAR MATERXS SHALL MEET THE REOUREMENTS DETERMINE OM04 LOM FAUIRED REM ASK W ,7 • • ••• • OF THE FLORIDA BRAG.�• FOR PARTICULAR OPENINL • • • • • • • • • g a w r v STEP 2 USE WM-OADE COUNTY%APWA 4WNG tMDO kTS • • •• MEETING ABOVE LOAD REQUIREMENTS. STEP 3 USE CONNECTION TO NUWON AS PER PRODUCT E%r WAD Xwo R APPROVAL. MULLION SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT. GIAL PRODUCTREVISRD USING CHARTS ON SHEAT 2 3111"MULURIIT4K WRY • AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED FLA.PE/70m avcomplftwith Qmplol(da STEP 4 OEM RWNG HORPTHIAII DESEN LOAD SPECINED• • • • IVPACT AND NON-IMPACT RESISTANT PRODUCTS. CA N.tl038 BuffftCode IN STEP I ABOVE. • • • • • • • • Accepmnrow�I'd USING ANCHOR TYPES >#ff arlb C • .' : : JUFYr� :,�,�j3 �07 STEP 5 ON SHEET 3,9F1ECT.ANMOR WRHt►Q' il'' MORE THAN THE 117E5[6ORR GADS SSSPPPERIkTED W 1 RBOVE. ••• • X'i+ �. drawing no. LOWER VALUES FROM GLAZING PRODUCTS,MULLION CHARTS /';• `,f (/ No"C 'apfYdT I M95-16 OR ANCHOR CHARTS WILL APPLY TO ENTIRE SYSTEM. sheat�of 4 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • et MULLION LOAD CHART to MULLION LOAD CHART m _MULLION LOAD CHART ---- 1'x2"x1/8" TUBE .M-t' 1"x8'x1/8" TUBE ti 1'x4"x1/8' TIRE g" /6 M $P. ----=l 61'463-T6 O1X2X 6963-T6 GSX3X 6963-T6 GLX4XIj j MMOL ai tmv 3 -3/ 4 t t "u "tj h clAaric I I otAZBtG I m m m �� PACT i >rnoBucr i lei - /B" MU L ;PAI m m' m 3` Ia t i it @ 0. D. - - QpQ o p Q O o 0 m — a m- OWE S SCRO.pWWE °� m H to 5 MID HORZOMX M LUON n ww el tR 0 0 ---------- ----I ii------- 10 N M tl III II N m m 4" /4 @ �i I� O O �. B" v .,I 0 aq tI P,,1= PRODUCT PRODUCT It 0. 20 30 40 SE 60 70 S9 29 39 49 59 69 79 80 20 39 40 59 60 79 80 �______�'� DESIGN LOAD CAPACrrY-PSY DESIGN TOAD CAPACM-PEP DEIRON LOAD CAPACTPT-POP WINDOW DIMS. ANCHORS TYPE WINDOW DINS. ANCHORS TYPE WINDOW DUM. ANCHORS TYPE 1� MM(9l)MULL SPAN A Bl 188 C WIDTH(W)M6U SPAN A Dl Be C YBD41(w)MOLL SPAN A BI BB C ep 20' 130.0 130.0 130.0 130.0 20' 8815 101.8 130.0 130.0 20' 88.3 64.8 112.6 12&8 0 25• 117.4 130.0 130.0 130.0 25' 70.8 81.5 130.0 130.8 25' 45.0 81.8 90.1 103.7 30' 97.8 112.6 130.0 130.0 30' 590. 67.9 117.9 130.0 30' 37.5 43.2 75.1 88.4 35• 839 96.5 130.0 130.8 35' 50.5 58.2 101.1 116.4 35' 32.2 37.0 64.3 74.1 40• 73.4 84.5 130.0 130.0 40" 44.2 00.9 8&8 101.8 40• 28.1 324 88.3 84.8 ANCHORS TYPE 49• 80.2 7&1 130.0 1380 48' _�.3 45•3 78•8 90.5 4S' 28.0 28.8 SAO 57.8 82 8 C SO• 80-8/8' 88.7 67.8 117.4 130.0 50" 84• 38.4 40.7 70.8 81.5 SQ' 132' 22.6 28.0 4&0 81.8 a 55" 03.4 81.4 106.7 1220 55' 324 37.0 84.3 74.1 BS' 20.5 23.6 40.8 47.1 'T------ ------- ew ew 48.9 56.3 97.8 112A w 2915 33.9 69.0 67.9 00' - 21.6 37.5 43.2 It f I >hRiMAt It 65' 45.2 520 90.3 104.0 65' 272 312 54.4 62.7 OS' - - 34.5 399 j 1 t I:QRIlON 11 z 70" 41.9 480. 839 98.5 70' 25.5 28.1 5015 5&2 70° - - 322 370. 11 1 1 II g{ad 73" 39.1 45.11 78.3 90.1 75" 23A 272 47.2 54.3 75° - - 30.0 34A li P LNG I I GLAZ ii 5 Si FRMM 80° 36.7 422 73.4 84.8 80' 22.1 25.8 44.2 50.9 80' - - 2&t 324 tl 11 1 80° 34.8 39.8 99.1 7915 88' 20.8 240. 61.8 47.0 8S' - - 285 309 li 1 1 Ii III UP 128.1 130.0 130.0 130.0 20' 77'.4 88.1 13OA 130.0 20' 51.6 5&4 103.2 it" t aaaaaa -jj 7E24' 1025r733.7 130.0 130.0 25' 81.8 71.3 123.8 130.0 25' 41.3 475 82.5 95430' 65.4 130.0 130.0 30' $1.6 59.4 103.2 1189 30" 34.4 3&6 68.8 70.2 82 82 35" 73.2 130.0 1130.0 35' 44.2 50.0 865 101.8 38' 295 33.9 S&0 87.9Wt 40" 64.1 12&1 130.8 40' 38.7 44.8 77.4 89.1 40' 28.8 29.7 51.6 59.4 48• 86.9 113.9 130.0 48' 34.4 399 88.8 79.2 45' 22.9 26.4 459 52.8 p QBS' 51.2 1025 118.0 80' 9S' 310. 35.6 619 71.3 50' 144' 20.8 23.8 41.3 475B6• 46.8 93.2 107.3 OS' 2&1 32.4 58.3 649 55' - 215 37.5 432 ANCHORS TYPE �gOMpL,WALION 80' 42.7 49.2 80.4 98.3 00" 259 29.7 81.6 59.4 80' - - 34.4 39.8 80' 39.4 45.4 7&8 909 8S' 23.8 27.4 47.8 54.8 80' - - 319 380. 8480f�C ARCHESTO BE W9CPoBED W 0.•�W INSICE RECTANGULAR SHAPE m Q tY 70' 3&8 421 73.2 84.3 70' 221 259 44.2 50.9 70' - - 205 33.9 U F1/I 7B' 34.2 393 682 7&7 75" 20.8 23.8 41.3 475 75' - - 275 31J rr BO' 32.0 36.9 84.1 73.7 aw - 223 3&7 44.8 80' - - 289 29.7 II i� 1 WCT 8S' 30.1 34.7 80.3 69.4 85' - 211.8 3&4 41.9 85• - - 24.3 2&0 ---- - - ---- z 3 20' 1179 1311.8 130.0 130.8 20" 889 78.2 t�.0 130.8 ' - -- t --- --`I z y2 28" 94.4 1089 130.0 130.0 25' 08.0 03.4 110.1 12&7 111 A 1 30' 78.8 80.5 130.0 130.0 30' 45.9 629 91.7 105.6 1 11 Il 38' 87.4 77.6 130.0 130.0 35' 39.3 4&3 78.8 90.5 II OWING III PRODUCT II ANCHORS TYPE 40' 59.0 87.9 117.9 130.0 40' 34.4 39.8 68.8 78.2 tl 1'ROOUCT lIl 11 A.OR C 45' 524 60.3 104.8 120.7 45' 30.8 35.2 812 70.4 1 =�.II -- 50' 83' 47.2 34.3 94.4 108.8 80' 108" 27.3 31.7 55.0 63.4 MULLION SPAN tg 55" 429 49.4_ 85.8 98.7 OB' 2&0 289 80.0 57.6 e e0• 39.3 45.3 78a eo5 eD' 220 2&4 459 52.8 TYPICAL MULLION ARRANGEMENTS `R 88' 36.3 41.8 728 83.6 65• 21.2 24.4 42.3 4&7 70' 33.7 38.8 87.4 77.6 70' - 228 39.3 453 W1 +W2 �p 78' 3115 38.2 629 72.4 75' - 21.1 38.7 42.2 WIDTH (W) 2 $ p' 2915 33.9 59.0 87.9 SO' - 34.4 38.0 §§§ 88' 279 31.9 505 63.9 85' - - 32.4 37.3 20' 100.1 115.2 130.0 1JOA V-3. 1 130.0 28' 90.1 922 .130.0 130.0 •25'� •s i •4015 •PA• 999.11 114.0 ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER g• •a • • LOCATIONS AT HEAD, SILL OR JAMB ENDS. e 30' �J 766 1�0 ,3001 �o' •• • a 6.6 950. 35' $7.2 65.8 114.4 13DA 3! • • •3M 4&7• 700. 8115 FOR ANCHORS DESCRIPTION SEE SHEET 4. 40' 50.0 579 100.1 115.2 ••40• •• 310. .a 71.3 (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) JJ 45' 0.0 51.2 69.0 102.4 45' 27.5 31.7 550. 034 i WMW SQ' 74-1/4' 40.0 46.1 SD.i... 92.2 60" t20' 24.8 28.8 495 870. Ena' Y PRODUC7'REYISED •� 85' 36.4 410. 72.8 83.8 4 btr•0 •••22.8• 25.0 •45.0• 51.8 7UL PE W92 BuaiLNluildh lS°lri9 tkePlOTlda 777' ., CAN. No 33.4 38.4 80.7 78.8 • 60•: • 2CS 1 23.8 41 47.5 85' 30.8 35.4 619 75.9 40 88':• • : ; 11.9• 384 439Mill 'J $ 'Ar 2&5 329 57.2 80.8 • W: • =4 35.E 40.7 d 110 �IDadep d 9130 drOwing no. 75' 28.7 30.7 33.4 61.4 75' - - no 38.0 __.._ �.__. ! . • ! �-16 �• 2&0 269 BAD $7.9 80' - 310. �� 35.6 ANC j�' 9M9 sof 4 116' 23.5 27.1 47.1 54.2 8S' - - 29.1 3315 ' • • • • • • • • • • • •• •• • • • •• •• ••• 0 0 0 ••• • • ANCHORS TYPE 'A ANCHORS TYPE 'B2' ANCHORS TYPE 'C' 14 S.U.S. e, t NIV4-VDDD SUCK QTY. PER TYPE 4/4'010.ULTRACONS ?• MAN A,81,82 OR C -.1f ANGLE .1/4°Ot0.ULTRACQNS :Ci.SP:ANtiE TD ttASONRY 0 2/ANGLE zxaxt/e° zxzxt/3• a zxzxtN ALUM AN ALUM ANGLE a ALI1M ANGLE #14 S.M.S. .- $14 S.M.S. 14 5.M.S -- -- 2/ANGLE e' 2/ANGLE < 2/ANGLE 3/ANGLE _`mss a• :` s {{�d 4 W [MULLION 1/2"MAX. K ONE PIECE CLIP •—'--'" - -- ALTERNAtE TO ARMES ALL CASES y) MUU.IaN MULLION a MULLION •4'e. 0CONCRETE OR MASONRY BLOCKS ISY OR 28Y 1BY OR 20Y ••• -- W000 41CK vxW BMX MULLION MULLION ALUM 2 X 2 X f/8' 2 X 3/NGL 1/8' O Q 2 X 2 X t/8' 2%2 X 1 8° ° MULLbN ALUM ANGLE _ ALUM ANGLE AUIM •• :° 3-s/8"LONO� t-8/8•LONG(FOR 2'TUBE) 2-3/8°LANG ••.e- 2_3/8•LONG '.. 2-S/8•Lade(FOR 3•TUBE) g e •e 3-3/9'LONG(FOR 4",S'&3"TUBES) Z, �n v FL; -_-'- r--- ; -- -- ACCESS HOLEIm lax 0�e LL #t4 S.MS. U cif 2/ANGLE CCHART A&Bt) 7 ANGLE ro MULLION $ e. •. a z - i ------ n C) .. ---'t---- -- ---1—___ _— •dp e. . 1 a 8 ---- ------ MAX AiAX. .. MAX. I INSTALLED IN EITHER �p 1 ANCHORS TYPE'B1' 1MAX,500 •'v. Pus SORLV CAN BE-/ DIRECTION ' 014 FAL MULLION— j 2/I 3GLE CKW A R 81 1 1 / ( )I TUBE MUi 4/MOLE(CHART C 1 I 2%2X1/8" ALUM AN& I � ANCHOR DETAIL #1 I •• ••• •t 40 • •• cn3 ------•-,•t z}� • d I 1 •1.IN. • 1 `o 1/4.OI0.ULTRACONS BY'FICO' `I wA• • �•» �� •• n a w r n ULTRWONS MAY BE"EX OR FIAT HEAD I • • •• SUBSTRATE MIN.EDGE GIST. AGN.EMBEDMENT. t OR TttlAi W000 1° 1-3/8' 1 I WOOD BUCKS NOT BY GOPI GLASS " PRODUCT REVISED BLOCK 2-1/2" 1-1/4' • • FIA PE 70982 a-M1Yiu8 with Ito Wottdtt .. .:� • •b�tST SUSTAIN LOADS IMPdSED. CAN. ;Acceptm-;4McoNCRLTE 2—t/2' 1—t/a• l��NAiy 11ALL CLPS AND ANGLES TO FIT SNUO IRO TUBE MULLIONS. • d4�'0. 1:01ACUPS OR ANG ES CONNECTED DIREMY TO MASONRY TO BE PROTECTED ' 'a .•. • • • • if ' drawing no. WRH ALKALI-RESISTANT COATINGS,SUCH AS BITUMINOUS PAINT OR .Y , 4 Ip0.ULTRACOYS r`t t'', M95-16 WATER-WHITE METHACRYLATE LACQUER. ,/NNCLE �• Y ahem 4 o 4 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • • MIAMNDA€3E MIAMI DADECOUNTY WON PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SSV 26 Street,Room 208 BOARD AND CODE ADA HNISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) „n rw.miamidade.ZOY/economy rMW; sySt�,-LLC - -- MA NW 1.06 street Medley,F.C.33178 SCdPE: This NOA is Being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER - Produet Control Section 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 Section(In Miami Dade County)and/or the AHJ(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. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section 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"Em-Gum&2W" um-Ekn izouW Rolling Window—L.M.Le*9 APPROVAL DOCUMENT:Drawing No.W09-12,titled"Eco-Guard Series 20$A]^410r4e Wiling •••��• Wdw.(L.M.I.)"sheets 1 through 7 of 7,dated 02/24109,with revision D dated 02/12714,trepared 1)y.S.l- , Farooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Tlao( bounty Product 0 - 0 ' • 0000 0000.. Control Revision stamp with the Notice of Acceptance number and expiration date byt Miami,Aade ••' County Product Control Section. • ' '••••' ••••• •' 0000 MISSILE IMPACT RATDwr LargLranas sit a Imtpaefi-Rent •• •• 6 •• ••••• • ..0006 LABELING: Each unit shall bear a permanent label with the manufacturer's@ Qr logo, city, state, • model/series, and following statement: "Miami-Dade County Product Control Aparo*d:,unless ot+lrenviset••••• 0000.. noted herein. 0 0000.. RENEWAL of this NOA shall be considered after a renewal application has been filed and them 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 revises and renews NOAH 13-0206.03 and consists of this page I and evidence pages E-1,E-2 and E-3,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. WDA No.14-0317.01 anarianaoi:cdurm Ex1fi aN=Vafe: M"rV;IW A'giprovaHDak--April 10,2014 Page I Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-08,titled"Eco-Guard Series-100 Alum.S.H. Wdw.(L.M.I.)", sheets 1 through 6 of 6,dated 02/12/09,with revision C dated 02/06/14,prepared by Al-Farooq Corporation,signed and sealed by Javad Ahmad,P.E. B. TESTS 1. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC,TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 - 3 clic Wind Pressure Loading gPer FBC TAS 203-94 4)Forced Entry Test,per FBC 2411.3.2.1,and TAS 202-94 along with marked—up drawings and installation diagram of an aluminum single hung window,prepared by Fenestration Testing Laboratory,Inc.,Test Report No. FTL-7635 dated 12/09/14 signed and sealed by Marlin D.Brinson,P.E. 2. Test reports on: l)Air Infiltration Test,per FBC,TAS 202-94 2)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 3)Water Resistance Test,per FBC,TAS 202-94 4 Forced Entry Test per FBC 24113.2.1 TAS 202-94 •••• along with marked-up drawings and installation diagram of a O -q�umint•• "•• • horizontal sliding window,prepared by Hurricane Engineering&Te%ting,7na,test •..... • Report No.HETI-08-2226A,dated 01/15/09,signed and sealetCjT•�andido F.Font, ••••: '•• P.E. 0000 0000 .• '0000' '0000' .0000 00 (Submitted under NOA#09-0312.08) • 3. Test reports on: 1)Large Missile Impact Test per FBC,TAS 20rV4: 0•••;• • 2)Cyclic Wind Pressure Loading per FBC,TAV 2D:i;94 ' 0 00 along with marked-up drawings and installation diagram of a XYJka:Uminum 6049:0 00 horizontal sliding window,prepared by Hurricane Engineering&Testing,V7.00, .Test :.000 Report No.HETI-08 22268,dated 01/15/09,signed and sealW b Ctndid*��f Qnt, • P.E. (Submitted underNOA#09 03X2.118) 4. Test reports on: 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2227,dated 01/15/09,signed and sealed b Candido F.Font � Y , P.E. (Subnutted under NOA#09-0312.08) Manu ez,P E. Product Contr l;xa ner NOA No.l 317.01 Expiration Date: May 27,2019 Approval Date: April 10,2014 E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(coNTINuED) 5. 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 Resistance Test,per FBC,TAS 202-94 4)Forced Entry Test,per FBC 24113.2.1,TAS 202-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228A,dated 01115/09,signed and sealed by Candido F.Font, P.E. (Submitted under NOA#09 0312.08) 6. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2228B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Subinitted under NOA#09-0312.08) 7. Test reports on: 1)Large Missile.Impact Test per FBC,TAS 201-94 •••• 2)Cyclic Wind Pressure Loading per FBC,TtfS;91-94 '••• •••••• along with marked-up drawings and installation diagram of a XM aluminutro+; + . .... horizontal sliding window,prepared by Hurricane Engineering•$+r'�ting,Inc.,Test �•��; • Report No.HETI-08 2229,dated 01/15/09,signed and sealed bdo. OR, ' P.E. (Submitted under.NOA#09-0312.08) ••• '• •+�+• 8. Test reports on: 1)Large Missile Impact Test per FBC,TAS 20X-?.4.0• •+ 2)Cyclic Wind Pressure Loading per FBC,TAS 203:94 ••••" along with marked-up drawings and installation diagram of a XOX+04nninim +++••• horizontal sliding window,prepared by Hurricane Engineering cot Vesting,Itci Report No.HETI-08-2230A,dated 01/15/09,signed and sealed by Candido F.Pont, P.E. (Subfnitted under NOA#09-0312.08) 9. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with.marked-up drawings and installation diagram of a XOX aluminum horizontal sliding window,prepared by Hurricane Engineering&Testing,Inc.,Test Report No.HETI-08-2230B,dated 01/15/09,signed and sealed by Candido F.Font, P.E. (Subinitted under NOA#09 0312.08) Ma fuel ere ,P.E. Product Contr I E miner NOA No. -0317.01 Expiration Date: May 27,2019 Approval Date: April 10,2014 E-2 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 02/24/14,prepared by Al-Farooq Corporation,signed and scaled by Javad Ahmad,P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours& Co.,Inc. for their"DuPont Butacite@ PVB Interlayer"dated 04/11/13,expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I.DuPont DeNemours &Co.,Inc. for their"DuPont*SentryGlasS Interlayer"dated 08/25/11,expiring on 01/14/17. F. STATEMENTS I. Statement letter of conformance,complying with FBC-2010,and of no financial interest,February 24,2014,signed and sealed by Javad Ahmad,P.E. 2. Proposal issued by the Product Control Section, dated 03/25/13, signed by Janne Gascon,P.E.,Chief,Product Control Section. I G. OTHER 1. Notice of Acceptance No. 13-0206.03,issued to Eco Window Systems, LLC for their Series"Eco-Guard 200"Aluminum Horizontal Rolling Window-L.M.I.",approved i on 05/02/13 and expiring on 05127/14. 0000 . . 0000 0000.. 0000.. 000:69 ; 0000 0000 . . 0000 0000 00000 0000.. .. 0000. 00 00 . .. 000000 0000.. 000000 0000.. 00* .. .. ULM& Manuel Pe .E. Product Control xam' er NOA No.1 7.01 Expiration Date: May 27,2019 Approval Date: April I0,201 E-3 i i I 72' 111' �4 M WINDOW WIDTH WINDOW wl1TTH 1V i 3 1/2'MAX. q" 3 1/2'MAX. q' 10 S/B'I'M m HEAD/sIU Jp- HEAD/SILL I}� HW/SILL o CORNERS I A N gs COME" A 1 I 1 m $ aPa D 'i i{ D 'i i' E �� ♦ 4 I; ♦ 4 ♦ Lj d s FALSE MUWM 31 1/4" 32 3/4' FALSE K;NDNS 32 3/4' 32 3/4' Vl (SURFAC2i PPPUEDI (SURFACE APPLIED &&& MAY BE USED O.L.Opti. D.L.OPO. MAY gE D.L.OPO. O.L.OPG. 35 3/8' 38 7/8' VENT WIDTH VENT WIDTH ECO—GUARD SERIES-200 h TYPICAL ELEVATIONS $ r� ALUMINUM HORIZONTAL ROLLING IYI��' DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER t CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE 13Y SIDE THESE WINDOWS ARE RATED FOR LARGE &SMALL 45SU IMPACT. COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER IU�� SIIUTTERS ARE NOT REQUIRED. _ WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING TO QUALIFY FOR SMALL MISSILE IMPACT RATING MIAMI—DARE COUNTY APPROVED MULLIONS IN BETWEEN. EXTERIOR PLY OF GLASS TYPE V MUST BE TEMPERED. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 1/8'HEAT STIEN'D.GLASS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WRLI THE 1/8'HEAT STREWD.GLASS 1/8'HEAT STRENb.GIASs 5/16°NR SPACE RMUIEMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY $ HURRICANE ZONE(HVHZ). o $ 090'INTERLAYER OW INTERLAYER 1/8°HEAT STR£ND.GLASS WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER 4 R®®® BUTAd7TE PVB BY'DUPONT' SENTRY"BY'OUPONT' .OLIO'INTERLAYER LOADS TO THE STRUCTURE. . t/8'HFAT STREN'D.GLASS 1/8'HEAT STM-D.GLASS BAACITE PY0 BY'DUPONT' ANCHORS SHAM.BE AS LISTED, SPACED AS SHOWN ON DETAILS,ANCHORS S M 1/8'NEAT STREN'0.GLASS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. • 000 SNOOK • ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE c• '' . DOW SILICONE 898 • DMIAAI OOR410 N9• •. •• NOT PART OF THIS APPROVAL. c GE SCS 2000 • GE 006 2400• • $ SILICONE A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ��'� i m • • • • % • DOW 899 • • • • • t'a • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS,THAT rn ` / • • •• • • m • COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 2 REQUIREMENTS OF THE FLORIDA SLOG.CODE SECTION 2003.8.4. S ' Dir. CML. >m ODUCTB�W E Florida r WldftCwk • • • • • 7 1��q f` (� •�Ytq Ana1e GIq 10 0 • • • • • • • 'IWIIiIi•1 Wi GUI GLASS P& `A' GLASS TYPE •H • • E ' SETTING BLOCKS AT INSUL.IAM.GLASS s , ehViAmi ProauctCostrolj✓ drowmg no ST.STEEL .GLASS TYPTS C TO CLEM B D LEG ' G 0 sheet T of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • DOGN LOAD CAPACITY-PSF(X0,01 OR XII SIMS) DESIGN LOAD CAPACITY - PSP(XOX SIZES) DESIGN LOAD CAPACITY - PSF(XOX SIZES) W/o MEW, WITS am. W/0 Nw. WITH HEW. w/o mm. WITH REINF. OLM TYPE Own TYPE Quer TYPE aLiffi TYPB flLAaB TYPE arm TYPE GIASS TYPE CLi33 TYPE CLASS TYPE WINDOW Dm. A 'A' 'B' 'C' WINDOW DIMS. A 'A' 'B' '0' WINDOW DBIS. A 'A' 'E' 'C z W9TH HEIGHT EXT.(+) INr.(-) E a.(+) Mr-) EXT.(+) INT.(-) WMFH HMM EXT.(+) @1L(-) EXT.(+) INF.{-) --(+) MT.(-) WIDTH HEMHT IXf.(+) INT.(-} EXr.(+) INT.(-) EM.(+) MT.{--) •� 26-1/2' 4 7o.0 aoM 814 9011 70.0 80.0 74' 9 70.0 8011 804 90.0 70.0 80.0 74" 9 70.0 80.0 80.0 90.0 70.0 804 P° 37° 28' 4 7011 8011 80.0 9611 7011 80.0 108-1/4' 25. 12 7011 6011 80.0 90.0 70.0 60.0 108-1/4' �� 42 70.0 80.0 80.0 9011 70.0 80.0 53-1/8' (3) 6 7011 80.0 804 9011 7011 80.0 111` 12 70.0 80.0 80.0 9011 704 804 111' 14 70.0 8011 80M 90.0 704 8011 74' a 70.0 SOA 80.0 OOA 70.0 80.0 74' 9 70.0 8011 80.0 90.0 7011 80.0 74' 9 70.0 6R0 80.0 90.0 70.0 SOA 38-3/8' 38-3/8" 28-1/2' 4 70.0 80.0 8011 90.0 70.0 80.0 fob--1/4° {3} 12 70.0 80.0 80.0 90.0 70.0 8011 108-1/4• (3) 12 - - 80.0 90.0 70.0 8011 a 37° 38-3/8" 4 70.0 804 8011 90.0 70.0 80.0 111' 12 7011 80.0 80.0 904 70.0 80.0 Ill, 12 - - 804 90.0 704 80.0 1` 53-1/9' (3) 6 70.0 8011 8011 9011 70.0 80.0 74" 50-5/8. 9 704 804 80.0 90.0 70.0 $OA 74' 50-5/8" 0 70.0 804 804 90.0 704 8011 74' 8 70.0 SRO 804 90.0 70.0 80.0 106-1/4" (4) 12 70.0 80.0 60.0 90.0 7011 80.0 (4) Q 28-1/2' 4__ 70.0 60.0 80.6 90.0 70.0 80.0 11Y 12 70.0 80.0 80.0 90.0 7011 80.0 74" 83' 8 70.0 7011 80.0 80.0 70.0 8611 37` 50-5/8" 4 70.0 SMO 804 90.0 70.0 80.0 74' 9 7011 704 80.0 80.0 70.0 80.0 (5) 63-i/8° (4) 8 70.0 80.0 8011 00.0 7011 80.0 too-1/4' �• 12 7011 70.0 8011 82.6 70.0 80.0 72' 9 70.0 80.0 80.0 9011 70.0 804 74' 8 70.0 80.0 8011 90.0 70.0 80.0 111' (5) 12 7011 70.4 80.0 80.4 70.0 80.0 84' 24` 9 7011 80.0 80.0 90.0 70.0 8D4 Q 111101 28-1/2` 4 70.0k77,,5 8011 8011 7R0 SOA 72' 8 70.0 80.0 80.0 90.0 70.0 8011 98" (� 12 70.0 80.0 8011 900 70.0 80.0 37' or 4 68.8 8011 9011 70.0 $0.0 84' 24' 9 70.0 SRO 80.0 90.0 70.0 80.0 108' 12 70.0 aoM 6011 90.0 70.0 60.053-1/8' (S) 8 70.0 SOA 90.0 70.0 8011 96' (2) 12 7011 80.0 8DA 90.0 70.0 80.0 72' 0 70.0 80.0 80.0 90.0 70.0 60.0V 74" 8 7o. 6011 804 700 800 108° 12 70.0 00.0 8D.0 90.0 7011 80.0 84' 30" 0 70.0 60.0 80.0 9011 70.0 80.0 24' 4 7011 8011 90.0 7011 804 72' 9 70.0 80.0 80.0 00.0 70.0 80.0 98' (3) 12 704 80.0 8011 90.0 70.0 80.0 4 70.0 a0.0 90.0 70.0 804 54' 30' 9 70.0 80.o 8011 90.0 704 80.0 108' - - 8011 90.0 70.0 80114a" �2) 6 7011 804 90.0 7011 80.0 98' (3) 12 70.0 80.0 804 9011 70.0 80.0 M' �„ 9 704 80.0 80.0 S0.0 70.0 80.0 80" 6 70.0 80.0 804 9011 70.0 SOA 108" t2 70.0 We 80.0 90.0 70.0 8DM 84' 0 7011 70.0 SRO 104 70.0 80.0_ 72" 8 70.0 80.0 8011 90.0 70.0 80.0 72' 9 70.0 804 1 8D4 90.0 70.0 SDA 98" 1 (4) 12 1 7011 70.0 80.0 90.0 7611 80.0 A 24" 4 70.0 80.0 804 90.0 70.0_ $04 b4' 48' 9 704 60.0 a04 90.0 7011 804 72` 1 1" 8 70.0 70.0 80.0 9011 70.0 80.0 1` 36' 4 70.0 804 6011 90.0 70.0 8011 96" (4) 12 70.0 50.0 804 90.0 70.0 8DM (a) 48" {9 8 70.0 80.0 80A 90.0 700 BO4 108" 12 70.0 800 804 00.0 70.0 8011 A e N0. OF ANCHORS PER MEAD&SIU. 0 0 80' 0 70.0 80.0 80.0 90.0 70.0 804 7Y 9 70.0 70.0 804 90.0 70.0 8011 () s NO. OF ANCHORS PER JAMB Z$ti 72° a 70.0 80.0 80.0 90.0 70.0 8011 84' 80" 9 70.0 70.0 80.0 90.0 70.0 8011 24" 4 70.0 8011 80.0 90.0 70.0 Soo 96' (5) 12 70.0 70.0 ROM 90.0 704 80.0 30" 4 7011 80.0 SRO 90.0 70.0 60.0 108' 12 7011 704 80.0 87.8 70.0 804 Q WHe rn e 48° 48' 6 -704 80.0 SO4 90.0 70.0 80.0 1� (4) A- NO. OF ANCHORS PER HEAD &SILL (1/4W) (1/2W) (1/4W) 80" 6 7011 SQA WA 90.0 7011 8011 { J = NO. OF ANCHORS PER JAMB 72" 8 7011 �A 60.0 8011 70.0 �.0 24" 4 70.0 80.0 80.0 90.0 7011 8011 38' 4 70.0 80.0 60.0 90.0 70.0 OOA 48' (5) 8 70.0 70.0 80.0 9011 70.0 60.0 (1l3yy) I (i/3W) (1/3w) 80' 0 7011 7011 80.0 90.0 70.0 e, y. fi OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH g 1? 72' 8 704 7011 8011 87.6 704 80.0 `�! �^ 15 A w NO. OF ANCHORS PER HEAD&SILL 'XOX' S ( ) ® N0.OF ANCHORS PER JAMB •• ••• • • • • OPENING VENTS TO BE 1/3 OF THE WINDOW WIDTH NOTE: c - • • • • • • • • • GLASS CAPACITIES ON THIS SHEET ARE Q o$n S= • • •• • • •• • •• • 'XOX' BASED ON ASTM E1300-09 (3 SEC. GUSTS) g a m o 0 • •• • • • • ••• • AND FLORIDA BUILDING COMMISSION ••• • • • • • • • • • • DECLARATORY STATEMENT OCA05-DEC-219 •• •• aa(io PRODUCTREVISBD FA PE 70502 in mmP1yin8 whh the PIw11de C.PE S 1 Vild• LEFT AND RIGHT VENTS TO BE OF EQUAL QLA.DUI§I&HS Acc4 • • ••• i•i ALL E:(TCRI(=R(+) LOADS SHOWN ON THIS SHEET ARE T ale_101NO OR OX' • • • •F0 WIN WITH ADD-ON RISER AT FRAME SILL /i. • � By�• .i ,••• • • • FOR•STD.GILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF / i8 e drawing no. J W09-12 SEE SHEET 4 FOR DETAIL. 'f ahoet of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • ,ay TYPICAL ANCHORS WOOD BUCK SEE ELEV.FOR SPACM MEYAL TYPICAL ANCHORS ., STRUCTURE SEE ELEV.FOR SPACING 1 :. MIAMI–LADE COUNTY APPROVED- Z d:• .e d o'a,• d •.a•Q.v <a, MULLION&MULLION ANCHORS SEE SEPARATE NM t c 0 t B TYPICAL ANCHM 1YPICAL ANCHORS SEE ELEV.FOR SPACING SEE ELEV.FOR SPACING il WOOD=AND METAL STRUCTURE NOT BY ECO WDW. MUSE SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. V S9STPHOLFS: TYPICAL .ANCHORS' SEE ELEV.FOR SPACING u)' W1 3/8" X 2-1/4" WEEPHOLES AT EACH END 1/ADIA, TAPCON BY•ITW' (Fu-120 KSL Fy-92 KSp AND 37"O.C. MAX. JX DIA. ULTRACON BY'ET 00 (Fu-177 M.FY-155 KSI) IYti5�= O SEALANT. INTO 28Y WOOD BUCKS OR WOOD STRUCTURES � g � All JOINTS AND FRAME CONNECTIONS SEALED WITH MMI. PENETRATION INTO WOOD H c JOINT SEALER. THRU 1By BUCKS WTO CONC. OR MASONRY Q oM 1-1/4" MN. EMBED INTO CONC. OR MASONRY Zai DIRECTLY INTO CONC. OR MASONRY S,z 1-1/4" MIN. EMBED INTO CONC. OR MASONRY o d #14 SMS OR SEF DRILLING STREWS (GRADE 2 CRS) W m INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (0083-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 9 #]•a CMS 0R SELF DRILLING SCREWS (GRADE 2 CRS) o 4 1$18 INTO MIAMI-DACE COUNTY APPROVED MULLIONS (MIN. THK. = 1/81) € (NO SHIM SPACE) rl i TYPICAL FOGF �ST0.r+fE'E INTO CONCRETE AND MASONRY = 2-1/2" MIN. n 18 IP1TO WOOD STRUCTURE = 1" MIN. m�TR a • • � • • • • ��'� � INTO METAL STRUCTURE �* 3/4" MIN. • • • • • • orN �OGOmo t • •• • • • ••i •• yrt( �� CONCRETE AT BEAD,ALL OR JAh19S f'a=3000 PSI MIN. ` • ••• •• • • •• C-00 H=OW/FIU.ED BOCK AT JAMS fm- 2000 PSI MIN. r 1-71 Cn9r:.Or PRODTYCT R13Vi3® e ee e a cm a t14 70se2 .'plyftwithihoftrida CAA Ion 1! $ b lip BY '.° ..•.s... ,e .t t • SEEtLEYO� • • • i 'f TYPICAL ANCHORS �•: 'T9 , fMian ProduMConkd r'� Browing no. • • `��• '• t8Y SEE IR V. i•�,�, I•i,t:J 6 3 .e FOR SPACING W&C SUCK FOR SPACING ►T t� 09-12 Yl,• sheet 3 ofJ)l 7 • • • • • • • • • • ••• • • • ••• • • Y4, X. t/4-MA,, \ SttRAS TYPrA ANCHORS SHIM Q 8 CD/ 7 O 5 OR SMQ ® I TYPICAL ANCHORS 17 S s£e ELN °' g+ EPACWIG,� S �t METAL ,7 STRUCTURE — d1 V —__—_SCREEN OPT. •-^_"— 6 1 4 $ ter STM REDiFaRCeVQ t t t e wood Ducks AS D. SEE SHEET 2 FOR CAPACITY 'a WINDOW WM XO Y(► OUT TYPICAL ANCHORS SEE M.FOR SPACING 1/4'MAX 1/4-MAX. VENT WIDTH VENT WICTH SHIMS t/} ANCHORS SHIM l/ 0.1.MPC. 0•L^ '• . 2 LSEC SI ELEVPA Na17 8WOOD ii _—__gCREQ,t OPT --___ —GREEN 0 ---__--"--- U W000 ST(a1CTUR � ii i v I'? IOY 4 If S 11 1 O.L.OPO. STEEL REINF=NG 4 WORD SUCKS AS R£Q0. .••a EXTERIOR SEE SERE'2 FW CAPACITY WINDOW WIDTH XQX LAYOUT °8 MIAMI—MADE COUNTY APPROVED M=ON TYPICAL ANCHORS SEE SEPARATE HOA rsEE ELEV.FOR sPACIHC •• ••• • • • f •f .•q • • •• • • • .�m°P • •• •• •• • • Wigr. AHAtAD PRODUCT RHYLSED CMt yscomplytwhhtlmPtorido • •• ,, � • � 70592 BuRdine Cada g ^ • • • • %. two t? 1 of j -' • • --------SCREEN OPT. `7 • • • • • • A2At t>roduetConiro�� drawing no. ' W09-12 'i•u�y, I; r��,1't wavoow WIDTH 1VIHDOw MOTH sE,eat 4 of 7 • • • • • • • • • • • •• 00 0 0 0 •• •• + r METAL stRucTURE �Y IYPICAL ANCHORS TYPICAL ANCHORS MIAMI_DAOE COUNTY APPROVED SEE ELM FOR SPACINGSEE ELEV.FOR SPACING MULLION&MULLION ANCHORS SEE SEPARATE NOA a.s ° d+ ALT. TYPICAL\ \ 4 RS SEE ELEV.FOR SPACING d U „4"MAX. ALT. GG33 a W m8 •' O qq¢¢�qyqpp yy�yy��g ee9' QPF W P TYPICAL.ANCHORS TYPICAL MMORS §$� SEE 0".FOR SPACING SEE ELEV. FOR SPACING © • • 06: • • • • • • S o 0 It ALT. • • • • • • • • • 1 INSTALLATION DEATH FLUSH FRAMEDA APTS ftr.JWM AIWAP PH(mcT REVNM c escom*1314 hpiellodds + • ••• ••• • • • mak,"7OW2 Bsi&tlup vow • • • • • • • • A _1 o 4 'O • •• • • • • • • • 11 �t B >° o' t v''" ••• • • • ••• • ;, Y` 4{ ,¢ jt AOMI Prodsct Control droving no. W09-12 sheat S or 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • a.7s0 1.087 n= YARD 9 QUANWY »0F1 MATERIAL MANF./WPPLIBR/RWARRB S FY201 1 FRAME HEAD 6083-16 �` JIf 8' J r 1• 2 FY202 1 FRAME SILL 8083-T8 - .SWI{ 3 fY203 I SILL TRAGIC INSERT 8083-T8 � O 1.434 _ 4 FYZOS AS Iig40. MOV.fRAktE JAL18 8083-T8 A82 .813 5 FYt01 AS REQ. FIXED FRAME JAMS 8063-T6 - 1.7118 _ 3.249 'tea 7.140 8 FY104 t/VENT FITNT MFG.RAIL. 6063-T8 = 12 11 7 FY106 t/VENT VENT 1NTEf8.00K 8083-T8 8 FY208 t/VENT JAMB STIlF 6083-T'8 VENT TOP/BOTTOM BAIL STEEL REINFORCING 6 tY107 z/VENT TOP AND BOTTOM RAIL 8063-T8 LA95 10 FY10B AS REGU. GLAZING SEAQ(CAM.GLASS) 8063-TB (� 919 -•t .130 10A FY110 AS REDD. OIAZING BEAD(INSIL.LAM.GLASS) 8063-T6 7.140 1.610 1 I 1 - AS RECO. REINFORCING BAR STEEL .719 .046 .048903 12 - AS REOD. REINFORCING BAR _ STEEL U1 FRAME HEAD I I 13 FY204 .... AS RT1xiD. ADD-ON SLI.RISER 8083-T8 USE AS READ. 1.540 23.46 -W 1.047 �I 1.047 14 FY208 4/VENT RULER HOUSING&GUIDE CE"m - z t� A82 16 FY209 2/VENT ROLLER BRASS - M fo epl� 1.740 f.610 19 f 10 GLAZING BEADS 16 FY210 2/VENT ROLLER PIN ST.STEEL - v 17 B8 X 1' AS READ. FRAME/VENT ASSEMBLY SCREYIS CRS P.H.SMS 1.344 18 d8 X 3' 2/VENT FD(.RAIL SILL SCREWS(SAL ENO) CRS P.H.SMS313 V � 1s W23181 AS RM. FIN SEAL WVRIPPING ULTRAFAS l J JAMB STILE 20 0300T190 AS REC10. BLAB SEAL O-LON SCHLEGEL Ima 21 E207 AS REOD. BULB SEAL SANTOPRENE ULTRWA%WROMETER WAS f�•---2.063 22 1x08 AS REDO. GLAZING BEAD BULB SANTOPRENE ULTRAFAS.OURDIMER 8636 {{{777111 3.876 I 1.260 23 FLB-60 AS REOD. GLASS SPACER SIUCONE FRANK LOWE r .078 2.501 24 SL203P 2/VENT SWEEP LATCH - JSUUUVAN do ASSOC. 1 25 18 X 1/8' 2/LATCH LATCH INST.SCREW ST.STEEL OH SMS 5.140 �2 1 40 26 2/TIDW. WEEP VALVE PREFERRED ENG.PRODUCTS 3 m 27 - t/VENT s/18'BOX SCREEN _ OPTIONAL _ Q a z8 FYizo- - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL Z 2.750 .344 28 1 - Z/LITE SETTING BLOCK: EPDM OUROUMR 7376 SHORE A W � 0 MEETING RAIL U'-w FRAME SILL W°' O J14 � qg .340 312 S•11.37f �2.082 SILL TRACK © FIXED MTG. RAIL 800 1.187 «j 750 •• ••• • • • • • •• c •^T A62 .082 � • • • • • • • • • •• ••• •• • • • •• 2.7502912 2.812 2.750 1.888 Dwrt JA�NVAA0 PRODUCT'RBVISSO •L 63 • �•"`•`'41 400• • • • 1 i 70592 ` 8'°Ftmide •�" i L • • • • • • • • + epMneeNo 6. L • • t t • •• Tre11mf�tJMe I • • • • • • • l.t.� i AS sajt D7 ,l 974 989 ••• • • • ••• • 4`�,. Rq Browing no.. 1.687 I,� 1.8f l i'/ W09- 2 ® MOV. FRAME JAMB ® FOCED FRAME JAMB ® FLUSH FRAME ADAPTER sheet 6 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • g . z J IL O E ME TOP CORNER to VENT TOP/80MM CORNERS 4 W rns w oj0 • • • • • • • o�aa� • � �•� � 6 N O O .• ••• .• . .• ga Engr:4Z W PROM=fWVW9D '� 2 OIMI. 89 D,PinB Vftdwptari& J. • ••• FA"990MC�2NER• • ru A r ossa s dta�caae b� i •.• • • • .•• • /%� 4 i,%/.��1 t Mtmni arta Pfodm cony, drawing no. r' ,✓ W09-12 FIXED MTG. RAIL CORNER - aheet 7 of 7 • • • • • • • • • • • •• •• • • • •• •• r ' MIAM!•DADE 14lIAMI--DADS COUNTY m PRODUCT CONTROL SECTION 11805 SW 26 Street,Raorn 208 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) Miami,Florida 33175.2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) .vww.miamidadeeov/economy Ama�rt�age Iters . �CarB.l^. Wfuston Salem lYC 2'SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials.The documentation submitted has been reviewed and accepted by Miami-Dade County RER-Product Control Section 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 Section(In Miami Dade County)and/or the AHJ(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. RER reserves the right to revoke this acceptance,if it is determined by Miami-Dade County Product Control Section 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:Model 9 p to 9'-0" Wide(DP+51.1,-60.3 FM APPROVAL DOCUMENT:Drawing No.IRC-9509-180-21,titled"Model 950 Hcy tag%&Mogl,45D.✓Oak ...... Summit,(24 OA) 1000,2000,Short,Long,Flush and Oak Summit Panels",sheets%tbfbt9gh 3 Q"d4ted 00 03/14/2043,with revision B dated 10/1312011,prepared by Amarr Garage Doors,sigaed and sealed by ....:. Tomas L.Shelmerdine,P.E,bearing the Miami-Dade County Product Control revision,staamp with-the 0 . Notice of Acceptance number and fieiL�-bY the Miami-Dade County PryctbtCQoi$tcdq. •0.0 0 • MISSILE EWPACT RATIN: Resistant "" "" LABI•;LING:A permanent #lie '. !ago,3800 Gre�m�va�y circle fAwrence, .... . Kansas,model number,the positive and negative design p�sure rating,indicate i�,plti,;ated i1 . appticable, •• installation instruction drawing reference number,approval number(NOA),the applic8b$�test pnd#rds,anA..;. the statement reading`Miami-Dade County Product Control Approved'is to be located en the awl tide . . track,bottom angle,or inner surface of a panel. •• ••• . RENEWAL of this NOA shall be considered after a renewal application has been filed and there has bed eno 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 manufaeture 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 revises and renews NOA#12-0228.12 and consists of this page I and evidence page&I,as well as approval document mentioned above. The submitted documentation was reviewed by Carlos M.Utrera,P.E. Mta�u�a®rt Expirntton Data:mer 4,?= Apprwal Date:August 8,2013 Page 1 r - Amarr Garan Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No.IRC-9509-180-21,titled"Model 950 Heritage&Model 655 Calc Summit,(24 GA) 1000,2000,Short,Long,Flush and Oak Summit Panels",sheets Ithrough 3 of 3,dated 03/14/2003,with revision B dated 10113/2011,prepared by Amarr Garage Doors,signed and sealed by Thomas L.Shelmerdine,P.E. B. TESTS 1. Addendum to Test Report No.ATLNC 0129.01-13R,prepared by American Test Lab,Inc., dated 06/11/2013,signed and sealed by David W.Johnson,P.E. 2. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Environments per ASTM D1654&ASTM BI 17,prepared by Architectural Testing,Inc.,Test Report No.C5463.01-106-18,dated 04/0312013,signed and sealed by Gary T.Hartman,P.E. 3. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-94 2)Large Missile Impact Test per FBC,TAS 201-94 3)Cyclic Wind Pressure Loading per FBC,TAS 203-94 4)Tensile Test per ASTM E8 5)Forced Entry Resistance`fest per FBC,TAS 202-94 along with marked-up drawings and installation diagram of 9'x 7'24 ga steel garage door Model 950,prepared by American Test Lab,Inc.,Test Report No.ATLNC 0129.01-13R, dated 04/02/2013,signed and sealed by David W.Johnson,P.E. 4. Test reports on 1)Uniform Static Air Pressure Test,Loading per FBC TAS 202-"0. 2)Large Missile Impact Test per FBC,TAS 201-94 •****o •••••• 3)Cyclic Wind Pressure Loading per FBC,TAS 20"4 ••• •, along with marked-up drawings and installation diagram of 9'a 7'MMf 950D Herit le witff Durasafe,24 ga Sectional Steel Garage Door,prepared by American'1 M Lab,Inc. Fest :0000: .0 0 Report No.ATL 0311.01-0312,dated 06/22/2006,signed and sealed�iy l0vid Vfi*Jq4 son, 0 000 P.E. "SubmNed under NOA#08-0718.01" 000000 .. 09:00 . . 00 00 0 0 C. CALCULATIONS 000000 .• 1. Anchor calculations prepared by Structural Solutions,P.A.,dated 0411 U2413,s%ffi —6:0 sealed by Thomas L.Shelmordine,P.E. :0004 2. Anchor calculations prepared by Structural Solutions,P.A.,dated 01125/2bl2,sigWand ' sealed by Thomas L.Shelmerdine,P.E. "Submitted antler NOA#08-0718.01, 0 D. QUALITY ASSURANCE 1. Miami-Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. Statement letter of code conformance to 2010 FBC and no financial interest issued by Structural Solutions,PA.,dated 04/11/2013,signed and sealed by Tom L.Shelmerdine,P.E. IN/Vo Carlos M. trera,P.E. Product Control Examiner NOA No 13-0503.06 Expiration Date: September 4,2018 Approval Date:August 8,2013 E-1 ADAISTABLE ROLLER CARNI£N .... ATTAUW V/(8)1/4•x 1/8' 14M MIRAWE e e DOLT 6 MIT PLR BWtitKET CENTER HOW AATTAt21ED ft FLAG BRACKET ATTACED TC WOOD im HEX HEM4314-• V/0 3/16 DIA X 1-B/6'LAA TIO.TS AND TO R•THICK GA avarmCtA. TRACK V/(4)U4•-LO x S/9 TRRCK SPLICE W ORE FIxTATTACHED V/ DC.TS AND um(4)U4'x 3/4'HEX HEAD 8 SW DO"R-TRL88 ATTR IED ADNSTABLE SLIDE)SRT ATTACH 18 GA GALV.COUffRCIAL V/0)1/4•x 3/4• WAD)1/4•x 1/B•DOLT AND IMS TOP ATTACf®V C4> r ..:•. W HEX H SCBEWS AT STOLE 24 0A.MN E aom SIGN 3/4•)Ex ..:•... N'18 WILL STEEL V/BANFD ON P01.YL8fiR tatGSNi 1P MIM STM ROLLER SpgP��DttC£��PAW AT 1H8 LOCATION TYPICAL TDP F X RES X&170 dlI (3d�oNAA..s I�' N.TS LAO 80178 Is sLe)ON fm 3 rm A 5 TYPIICAL AURASAFE C ENTER HINGE 2 1Sqw 1) �i nATu.I-4w io gaNe tD 3 S/e•am - AT EA.OAA® i R-TINES PER SECTDW 12 OA Q&VBUCKETS S 1 crnP) cTH °mow A IZEL BRApStElfi) IRACC SPLICE/801.7 dt!AI'T STILE 3AFFEIERB C D Z LOCATED IN 1086E HmtD ON TO'SECTION OILY ENp t N TTACMM FOR LEDDENT STRUT SUM 6 4 REaD�D B �1 O (TABLE 3)OI PAGE 3 1 PDR JAMB BRACKET SPACOM o a A O Ar TR M NX FWRAUON FOR 1Y8'UP TO 14'TALL DOORS • STO.E TYPICAL STILE STIFFEdiER! 1 3 9/e•N%88 tiA e3 R- LOCATIO7-' A J n W°NiiaJ VV>314' SEE TABLE 4 6V PAGE 3 SEL(TABLE 0 ON PAGE 3 N.T.S. MX HEAD SCREVB AT EACH END FOR STILE PLACEMM FOR STILLY SPA=N STILE AM LD U4•x3/4•HEX Na- HI SCUM AT EACs CENTER INSIDE ELEVATION AD=ABLE SLIDE BRACKET N.T.B. 14 GA.VAL42AF R•2WA STRUT AT Sm TRAM 80LTS AND x END HOW Vim!/�4A • HDTTIDI PA)EI. sum 14 GA OORASAPE AAWAeLE TA1p N� SIM RETAINER 13y pKpg pOq O 1iF DDE ROLLER CARRIERS AT aam TO 4GA DIIRASAfY: VENi�EGIW.S V/WITUR SPILL 3 3/8•am R-TRUSS V/ID A A 7RISJOIBj 1iJ:0.@BBP�a�afD-88 539'f U4•%3/Y NEI(HEAD W41.0 CAIO�B ATTAMIED TO END STILE V/(3)U41 x3/4• mx WAR$=a PER=ER TION A-A(SIDEAW s ut�mtecaoro daC tiT.B TMX SIZ€ 0tBt8A86tgd8gggsy — r Ir mSm om. ROL ER g06r®g L.BHEC�g�O°° 3 SAB•BPBA. f""`_ MOON �A_pQ ATTACEO Tm - SLIDE U30C MRIAU8 H(TD Va"WAL MelG 116.1 PW 00( �s�`•,•Q l3 r Ua•x�314'HpC TR/ C GM ffiM SIDE,4 G/8'NSN M'T'S" O LARGE M 1 S S 1.E -�''P 4 �' 0o ; •$ Q♦QAtEtffNT gNAP LATCH.DR M41 a L }E%314'WAV/Cp U4•x SWOUS IMPACT RESISTANT 41.MURASAFE ENn HINGE WOE Mmsm ,p•••A�AY� ©P,.��wW 3/16•x I Dow LAG 2•am STRUT IMPACT � O°� .,O 1(11,.•°(Y/Op 3 3/4•ION ED GA GM.Y.STEEL Do STAR SCREW N PER �jRR�BAETTUM 1• RE93TANCE M °°js�A•1 `.��e4 �i S1ffilOXlC BY DwA um ATTAC TSO SKOWM 03�A�w •• •• sTIE ails AT/i��• • FO@ m 80 GA CENTER S7= TOG-L-IAC AT TW • • •• • • •STBBES• FL ATTACHED WITH to) DDT=RAIL • •• • 10 FAX pLR ROUEN • •••TOI-LAT TAM NTO17/8'DA BUTTON r • • • • • •• son"•s•• ••••••• •• a g P1•ggYEd.g�dryyaE•D}'b0ia 2k ' o A No ..,...... • BOTTOM BRACKET tee CARR IVE COW vDKTOR-SALLN•W. 87108 VVVAKWAM E'10 BALL STEEL 13 GA.ATTACHED MBDffi.880 IIBRClA86(64 so low,2000 i • ••• ••• 0'•IN STEN TOLL V/Ca U4•x 3/a• nY ROMEO.880 OAK 8WOGT(PA CA)1000,MO . .. • • • • • • • • HEX HEAD SCREWS =W.]LONG,PLUM APIA OAK BUD•4T PARSES VON x 22 G0. Y fNLV.SfEt1 TALC • • • • • • • tl ISM"a= TRACC 1HCq(ESS.tleP SK WA EY OU ONE DS*/431 mm mm SP U4>9 x AND MIT •• • • • • • • CA OT M IdRAQCET SPLICE BOLT AND 1M PER taut.AtTI'RW..uOR 000 i• ••• ••• }e.• • g ( I!Y AIE OME olpt/03 IRC-9�9-1�"2f " r _TQACK MOUNTING DETAIL 042OR unmo 93I'f ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SPECIEIC/AMONS AND NOTES 1.ALL THE LOAD FROM THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK. FROM THE TRACK THE LOAD IS TRANSFERRED TO THE VERTICAL JAMBS. � HORIZONTAL AMB D RECEIVES NO PORTION OF THE LOAD 2. 0230��BC—�4Rr�/FTMAXMUM DESi�t LOADS OF INTERIOR OF GARAGE 3.DOOR AND HARDWARE WILL RE DESIGNED,MANUFACTURED AND RWALLED WITH STANDARDS AS SET FORTH BY OASMA MAX.TOOTH 8'0' 4.DOOR SECTIONS SHALL BE 24 CA.(.0218)MIN.EXTF.RICDR SLAIN ROLLED FORMED.W/BAKED ON POLYESTER FINISH S.DOORS UPTO YO"HIGH CONSIST OF(4)SECTIONS AS SHOIK USE(1)3 S/8°R-TRUSS PER SE07ION DESIGN LO DS 6.. PDOORS ACE OVER(4)SECTIONS REFER TO TAB=1 MID 2 -230. I BSas, �NOTE 2 ON 7.SUPPORTING STRUCTURAL ELEMENTS SHALL BE DES04W BY A REt3STRED PROFESSIONAL ENGINEER FOR WND LOADS ROM10 ON THIS DRAWING IN ADDITION TO OTHER LOADINGS. 8. THIS APPROVAL(FOULS THE MANUFACTURER TO DO TESTING OF ALL COILS USED TO FABRICATE DOOR PANELS UNDER THIS NOT=OF ACCEPTANCE. A MINIMUM OF 2 SPECIMENS SHALL BE CUT FROM EACH COIL AND TENSILE TESTED ACCORDING TO ASTM E-8 BY A DADE COIIM APPROVED LAS SELECTED AND PAI)BY THE MANUFACTURER. EVERY 3 MONTHS.4 TIMES A YEAR,THE MANUFACTURER SHALL MAI.TO THIS OFFICEA COPY OF THE TEST REPORTS WITH CONFIRMATION THAT THE SPECIMEN WERE SELECTED FROM {OILS AT THE MANUFACTURER PRODUCTION FACILITIES. AND A NDTARRED S•TATEMW FROM THE MANUFACTURER THAT ONLY CBIS WITH YIELD STRENGTH FkOD".1m 4ow OF 32.000 PSI OR MORE SHALL BE USED TO MACE DOOR PANELS FOR DADE !PiE# COUNTY UNDER THIS NOTICE OF ACCEPTANCE 0 WOOD JAMB ATTACHMENT TO STRUCTURE as BSOOE(f CC4I P x a WMrAL _MM ATrAC)a1CNT m WDIM FRAME 1REEmr A ffl{<MITOIT0307(DR MXB.(8i&RSAT�Nutt-CB 81f S/16'X 3'LAO SCREWS STARTING 6'FRAM ENDS THER RIF D.C.O 1/2'ENEEDNEN7) 8 1R10m10FDC20B 1 � OTAM LILTI KWIC AUNT 3/8'X 4'STAR ENDS THEN 24'CLC.(8 1/2'E2�IENT) MAX 4tttiiliRib HILTI SLEEVE ANCHOR 3/8'X 2-3/4'STARTING 6'F�1 EMU THEM 18'a(«O 1/4'EMBE00m � 44 �10j TT V/RAMSET REDt1EAD CTRU-Bfl n 3/8'%4'STARTUM 6'FRCII ENDS THEN 24'ILC.t2 1/E'EIMIlm NT) 0'r 14 lAl4,4�,�ep�t„ �pso stNmsmR i/4'%3'TIT STARTItBi 6' ENDS.USE PAIRS OF FASTENERS ®®, •'►�EN3 •%9 ° (3'APART)AT B'=0 2/8'D=m4ENT) -80.3 P9• 1C o��',• IILTI 1/4'X 2-2/4'KW-CAN Ito SCREWS STARTING&FROM ENDS.USE PAIRS OF FASTENERS C3'APARn AT C4'I=CL 1/4'ENDEMM) 9.'-d "• �I MLTI SL.EEYE 3/ CHMENT In MM PSI GRULM 8'X 2-3/4'3TARTINB 6'FRON ENDS THEN 28'O.C.O U4' EMBEMMU)COR,USE FASTENERS FOR HOLLOW C-%)LICK) LARGE MISSIE t 8TATE OF .�Wo� t SLAGS AND BOLTS CAN BE COUNTERSCOBC TO PROVIDE A FLUSH NO WING SNSACF- IMPACT 5 •• ••�ARArION�WDA•mss By OTHERS i wgCRET¢ )mLLnW m.Opc TED RESISTANCE �A �Wf • >� •S�lUCTltRE STRULTLBA STRUCTUJZE FL & 00 00 0 2 2 N 1-1/2'MDN 4' T4s mum COURT vOrc)an-90ML Ne WM VWAX • •• 0*: • `AV 06 3•KIN MODM 800 H=TAGB 24 CCA)LOW.2000 110119L 860 DAN SIAIDtlTAN11 )BD000.. 8T9 000 • • • • • • S30RT.TANG.PL08H. OAB AVALABI E TRACK CONFIGURATIONS ••• • • •• : : • •• • • SREJ wm 8Y cul w amo I mm mm N.T.& • •• ••• ••• •••• ••• g C>F�BT A¢ w op4m IRC-Ord-180-21 ••• • STET 2(F 3 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1 TABLE 1 TABLE 2 TABLE 4 DOOR STRUT SPACING(BASED ON RECOMMENDED DOOR SECTION HEIGHTS Section Cantat'We Location HEIGHT SECTION CONFIGURATION) TOP HEIGHT Btrn #2 #3 1 #4 #5 #6 1 07 #8 Width Pwd Type 1(Menumd 2r9 Left E� A B C D E F G H T .4 s x (g) Mi on) (in) 316" 1" 1" 1N 111 1" V 81t 1" T 61/2" 18" 37" 68" 76112" 1 2 2 2 2 2 1 1 2 71, Y�,g„:t z1 �z� 3�1= .; 4• - :1s :,.�. Al?1' 12'6" 1" 8" an $�` 8115 �'' vio �. 1 t.�'l"" 1 �: t � tr o Long sa�o ae. .� '672.000 75 8' 61/2" 16" 34" 62" 70" 88 1/2" Z. k.. nz A r ..: ... ,.,,: . =a. 1 tx r1( 2 °. ,. 1H' a411' s 6"..:(t.1 a s_ & :.:.... g... .<.a.} , }i x , , �q J 91 .t.� 24.WD 49.000 73.5W 1 1 2Bead 24.626 48.0W _.:...:......:.. ..... " 11'6" 21" 21" 21" 18" 18" 18" 2111 9' 6112" 13" 31' 49" 67" 88" 100112" 8`2 Bim( 2b 126 48.000 72.676 kft- 10' 5112" 18" 37" 68" 78" 94" 112112" 10'6" 21" 21"121"121" 21" 21" 614 LcM 25.000 60•000 75.000 VA Bead 25.625 60.000 74._3766 �u y•a.1/amu .r q�u ..app, .�Nv. :3..1 n1�A p <F:? Y..'�c?llydl7'SP1'�:1 ,�+.i.r'::l^+: ,��rT.`.�. ... '::ax: R�H� •:` �" i:YJ::Y..:',M 1$ 1 ,�-.., 1'Fl. h� a . - {� _ s 11' 6112" 18" 34 62" 70" 88" 108" 1241/2" 9'6" 21" 18" 18" 8"1 18" 21"1 " " ` " awd ° E 78!8 26.12561. X75.876 12 61/2" 16" 37' 68" 79" 100" 118" 1361/2" 8'6" 21" 21" 21" 18" 21" ;.8'>%4$tlat.0 626_,.. �7a;3.4?.= : X{ 's 23000 5000 78. 0 13` 511TI 511T18" 37" 68" 76"�94-'112" 130" 1481/2" 7'6" 18" 18" 18" 18" 18" His 28825 57-00U 77.375 �u°�$.. Bead14' 5112" 18" 37" 58" 79° 100" 121" 142" 1801/2" r 6'8" 21' x.18' 18"� 21" 8'110 Long 26.80° 53.000 79.500 8110 Bead 27.126 53.000 78.875 TABLE 3 a = J.,k6a t)oo {s DOOR TRACK ATTACHMENT SPLICE >7° 27'000 54.0 81.000 1 e'ia Bead 27.625 54.000 e0.376 HEIGHT A B C D E F G H I J K L M N S a n � ri ... !: {5w i .. r a u.mw �r s r . 7' 3" 14" 2T' 38" 46' 56" 6811 76" FBI wwm I= 10 u a 1 fL 14 &}:. .1 .. u rt ana�mieCeae ar,&P4tl00D as n ea�r .'r` .i s., . ,, g" ...ri1?`S.,.,. p4tK 8' S' 14" 2T' 38" 46rr W" 68" 7811 8811 9 uu�nleesn�o SAlgJl1 eac Qi X�41 t jY�� Ifi •`: I� i.- Yt 4 .. 4�=ax::i �NT �'}9014Bb171d ,�•al- rt+yY`i,A'. .wA k �w,;t<. ..a�:,ep :+...3LStr sf!w: y �d ,r, .:_ s`t.: '3r "t `^ax `a!'��xn.�:s`•. :�s::sV» s.,t>w, if eeOP� �{��'(�I t n " " 11 " n a " t n e®e® 9 3 14 27 38 46 56 68 78 88' 100 °+sem.+P —M3 P3F ; �'fL s /T. R { 1;`S3 .�#.? vdl r;:k.":•^42.. -k" +':4' , ,•.N,ui�,. F �'t. �:.-:3.�...t,Y ,s ae,,""n• �' .,cif..4h31, u" 4 . Pl0 0048679 '° t F 1 n " " " t u n 1t 1 10 3 14 27 38 46' S6 6$ 78 $8' 1 QO" 112" : `• ', Oji 11- 2 M A9. .c fr " / " u n de r n " " mo <A OP•°i�ee 11 3 14 2T 38 46 56 78 §811 .100." 10 124 afis °81� 6 ee ix`:' 3 1 1 r Met1 /�{<s•``..ak<.<,a .. ...tKF:n� + .�&... . °d v. a FL 12' 3" 14" 27" 38" 45' 56 '• 8' 10' 422" 13611 2� +� p A�1 Q f� +ryp �] � Q� � «ia►ae�aa s«N }t1: _,1�, �1"�� .;°��'� ,�1 i1 ,341 .:."T4t' ll�"'`y?r...a*�.ti;.�w(ia:F'7��:��.�,. ��a?'.7 ;,, $�td�7�7Mt5•,�:�''...,,...,;.4��T} :: A00°�°0� v •r 13' 8" 14" 27" 38" 46" 5611 6$" 78" 88" 100" 114" 122" 134" 148" "'mm10A=`"'•'1°"rON�ALO1'NQ "'0S VWASA1tl M j� MOM 900 8BIMOE(PA GA)1060,eo06 u 1 tl t ;.: .Y '.. > l•,•Y t•:.• 1 I i. kl t MOM 066 OAK OOMIM N GA)1000.JIM . t.:. .:s€ :) 4 •• <>� ,.,, v; .., . ... _�": 9xoar,Coxa oAK soxMrr ruts 14' 3" 14" 27" 38" 46" 56" 6$; T8'; @8; VCTY IV y2=" 134" 149' 160" ° � a, 93^'x` ° 1°" 8 aacd6 eT aet 0a>F 9Tn+ �tC-9509-180-21 ALL TRACK ATTACHMENT SPACING+/- 2"ALLOWED WITH SYP OR SPF NO. 2 OR BETTER ONLY sm 3 w 3 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • "MIaM1DaDE MIAMI-DADS COUNTY MM= PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING,ENVIRONMENT,AND REGULATORY 11805 SW 26 Street,Room 208 AFFAIRS(PERA) Miami,Florida 33175-2474 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) vvww.miamiaaae.gov/cera/ (N } EC¢VfindewO1"m 9114-N W. 'itb M *;FL 33178 SCOPE: This NOA is being issued under the applicable rales and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County PERA-Product Control Section 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 Section (In Miami Dade County) and/or the AHJ (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. PERA reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section 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:saimm0 L.11 APPROVAL DOCUMENT:Drawing No.W12-08,titled"Series 600 Alum Outswing Entrance Door(L.M.1.)", sheets 1 through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on Jun 28,2012, signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade County Product Control Approval stamp with the Notice of Acceptance number and approval date by the Miami-Dade County Product Control Section. MISSILE IMPACT RATP4fi-,uwge-=&sman Arndwimpaaawsant Limitation: 1. See Single or Double Door Design Pressure(DP)ratings in sheet 2 and Single or Double Door QP'i'atixags with sidelites(w/wo Reinforcement)in sheet 3.The max door leaf width shall not to exc9ed a7:'. "" 0 2. Laminated glass types G 1 and G2 are limited to.090"DuPont's PVB and glass type.Cf�•1s;limited to jisulatg4•;;• laminated glass w/.090"Solutia interlayer. • LABELING: Each unit shall bear a permanent label with the manufacturer's name or l9ge,*ejty,stmt .series • and following statement: "Miami-Dade County Product Control Approved",noted herein"" 0000 RENEWAL of this NOA shall be considered after a renewal application has been f1leZ;!there h$s b411 no ...... change in the applicable building code negatively affecting the performance of this produoo• • TERMINATION of this NOA will occur after the expiration date or if there has been A revision o?Qhm�e in the materials,use,and/or manufacture of the product or process.Misuse of this NOA as an e1a0orVment pf ay ;•••• product,for sales,advertising or any other purposes shall automatically terminate this NOA.Failure'Udo4lply 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 and consists of this page 1 and evidence pages E-1,as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq L Chanda,P.E. NOA.No.12-0402.03 EC ) ronMate:July 19,2017 Namsm..° ' Approval-Date: July 19,2012 Page 1 ECO Windows Systems,LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No.W12-08,titled"Series 600 Alum Outswing Entrance Door(L.M.I.)",sheets 1 through 9 of 9,prepared by AL-Farooq Corporation,dated 02/13/12 and last revised on Jun 28,2012,signed and sealed by Javad Ahmad,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)Waxer Resistance 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 2411 3.2.1,TAS 202-94 along with marked-up drawings and installation diagram of an aluminum Outswing French door,prepared by Hurricane Engineering&Testing,Inc.,Test Report No. HETI-12-33579 HETI-12-3358,BETI-12-40039 HETI-12-4003 and HETI-124027dated 03/16-26/12,all signed and sealed by Rafael E.Droz-Seda,P.E. Note: The above referenced test reports have been revised by an addendum letter dated June 29,2012,issued by Hurricane Engineering&Testing,Inc.,signed and sealed by Rafael E. Droz-Seda,P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis,complying with FBC-2010, prepared by Al Farooq Corporation,dated 03/30/12 and last revised on June 28,2012, signed and sealed by Javad Ahmad,P.E. 2. Glazing complies w/ASTME-1300-02&-04. D. QUALITY ASSURANCE •••• 0000:6 1. Miami Dade Department of Permitting,Environment,and Regal tory A# airs•j'ER41,•,00: E. MATERIAL CERTIFICATIONS •0 0.0 0 0 • 00 I. Notice of Acceptance No. 11-0624.01 issued to E.I.DuPont DeN •Qmh&C940 411c. for"0000 • their"Butneite®PVB interlayer",expiring on 12/11/16. •••••• •• ••• 2. Notice of Acceptance No. 11-0325.05 for"Saflex clear&color ir�rl....'a�+. 0er"issue7to Solutia Inc.,expiring on 05/21/16. • . . . . ...... 3. XL Edge seal System 201 SS spacer by Cardinal IG. 60999 F. STATEMENTS •••• 1. Statement letter of conformance and letter of no financial interest,prepared by Al Farooq Corporation,dated 03/30/12,signed and sealed by Javad Ahmad,P.E. 2. Addendum letter dated June 29,2012,issued by Hurricane Engineering&Testing,Inc., signed and sealed by Rafael E. Droz-Seda,P. E. 3. Lab compliance as part of the above referenced test report. G. OTHER 1. Test proposal,dated 10/14/11 and 02-21-12 approved b PERA. Sam 1- 4�- Ishaq L Chanda,P.E. Product Control Examiner NOA No 12-0402.03 Expiration Date:July 19,2017 Approval Date: July 19,2012 E-1 L-1/8"HEAT STREN D,CLASS 3/18'HEAT STREN'D.GLASS .090'INTERLAYER .090"INTERLAYER BUTACTE PVB BY'DUPONT' SUTACITE PV8 BY'DUPONT' O Y+ 1/8'HEAT STREN'D.GLASS x-3/16"HEAT STREN D.CLASSSILICONE rr l�ddi� I 28 DOW CORNING 889 a� DOW�COMING 899 9 28 w 14 �' w a SETTING BLOCKS AT LAM.PASS yj REGO.FINN WIDTHS EXCEEDING 36'ONLY. p1 NOTCH GLAZING BEAD LEO TO ST31 CLEAR BLOCKS GLASS TYPE 'GI' GLASS TYPE 'G2' 1/8"TEMP.GLASS gg�� 6/16'AIR SPACE V1 8 1/6"HEAT STR ENb.GLASS 090"INTERLAYER W SAFLEX 1110 BY'SOLUTA' r t/8"HEAT STREND.MASS C SILICONE DOW CORNING 899 rz 26 ST. STEM 40 METAL FACER ¢Z 16 \ Wa> � r � SILICONE SERIES 600 / ALUMINUM OUTSWING ENTRANCE DOOR \� / SETTING BLOCKS AT INSUL LAM.GLASS SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. NOTCH GLAZING WAD LEG TO CLEAR BLOCKS SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES SEE SHEET 3. o` LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL GLASS TYPE 'G9' APPLY TO ENTIRE SYSTEM. •IIANM DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. L Ps-92 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH JV ••• • • • • • •• mi,—i REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VETY • • • • • • • • HURRICANE ZONE(HVHZ). • •• • • • P • 6A .g�f g 8 • •• • • • • ••• • 18Y OR 28Y WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPESLay• ••! •• ••• ••• TO TRANSFER LOADS TO THE STRUCTURE. a ANCHORS SHALL BE AS LISTED,SPACED AS SHOWN ON DETAILS,ANCHORS V .R EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. THEE DOORS ARE RATED FOR LARGE&SMALL MISSILE IMPACT. EV0. SHUTTERS ARE NOT REQUIRED. Eta.PE,{70692 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAIRS ARLO•• ••• • • CAN.3930 g x N07 PART OF THIS APPROVAL • • • • • • • • • A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS 10763HWF000rONLTi •• • • • •• • t MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCRE !yt�r'AT •• • • • • • • • dmwlnq no. COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SFIALLET THE• • • ••• • REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. .9 V sheet 1 of ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 39 3/4'MAX. 76'MAX. FRAME WIDTH FRAME WIDTH 8 N HEAD LE SILL ANCHORS 0 # AT STILE ENDS 12" AT 3'O.C. AS"MAX. MAX. 5"MAX. MAX. HEAD/S L A HEAD/SILLg�CORNERS CORNERS [141 �� a LL 1 $� h LO SHEET r f==��=_= LOCK OPTIONS _T sEE 7 -i, t�y,} -I - AB B o I \ L -� ACTIVE I 9WCD11E I ACM ��`�� r SURFACE APPLIED SURFACE APPLIED W rn� FALSE MUNTINS OR 28 1S/18' FALSE MUNTXIS OR 26 15/18" - 28 18/18" �_...._.....,� DECORATIVE GRILL O.L.OPQ m DECORATIVE GRILL D.L.OPG D.L.�'G. MAY BE USED MAY BE USED NOTE: 37"MAX 37"MAX, EGRESS REQUIREMENTS TO BE REVIEWED LEAF M07H LEAF WIDTH BY BUILDING OFFICIAL. (X) (XX) DOORS LOAD CAPACITY - PSF DOORS LOAD CAPACITY - PSP SINGLE DOORS (X) Dot18T8(XX) NOTE: S ARE DOOR DIMS. LAMINATED GLASS DOOR DIMS. IAEIDJATED CLASS GLASS CAPACITIES ON THISHEET BASED ON ASTM E1300-04 (3 SEC. GUSTS) FRAME LEAF FRAME EKr(+) WT(-) FRAME LEAF FRAME ,(+) INT.(-) AND FLORIDA BUILDING COMMISSION m a WIDTH WIDTH HEIGHT WIDTH WIDTH � HEIGHT m 39-3/4• 37" 98• 70.0 75.0 •• *0: ••• 0 0 • 37` 1 98" 70.0 75.0DECLARATORY STATEMENT DCA05-DEC-219 • •• • • • • ••• • GLASS D.LC?'DIMS,*•• •• • • • •• l," D.L.O. HEIGHT = FRAME HEIGHT - 11.125" EnMOAD"AADCIVIL D.L.O. WIDTH (X DOORS) - FRAME WIDTH - 12.813" FIA E+"cm D.L.O. WlW (YYgWRS) •e(GRAME•WIOTH - 22.125)►2 CAN.00 h •• • • • • • • • • • • •• • • • • • • • droving no. ••• • • • ••• 0 JUN $212 W12-08 sheet 2 of 9 ••• • • • • ••• • • • • • • • • • • • • • •• ••• ••• • •• •• ••• • ••• • • D&41GN WAD CAPACITY-PSF t48" �u 40ELR@S WOH` OR DOUBLE HEAD&SILL ANCHORS WITHOUT WLT7I LEAF DOORS FRAME WIDTH .N SIDELITE SIDELITE (SEE STILE ENDS ; FRAME FRAME CLUSTER OF (4)AT 3"D.C. z WIDTH HEXYIT R6lNFOACINa RffiNFORCTNG 12° 4)ANCHORS 0 INCHES INCHES EXr.(+) INT.(-) EXT.(+) 6iT.(-) I AT HEAD/Su 12" 24 70.0 750 70.0 75.0 5"MAX. MAX. HEAD 30 70.0 73.0 70.0 75,0 NERD Typ. F A SILL 38 82 70.0._. 75.0 70.0 75.0 CORNERS �I' �'- '�� a 37 70.0 780 70.0 75.0 Y.H 42 81.7 88.1 81.7 88.1 I I t. tl 24 70.0 750 70.0 75.0 30 70.0 75.0 70.0 750 I I it 38 88 70.0 75.0 70.0 75.0 70 7537 70.0 75.0 r L- 42 3 81.7 88.150.7 7&0 \ a as Tao 75.0 70.0 75.0 30 69.8 88.8 70.0 75.0 f{ I I //I I 1 1 36 ll 92 84.1 64.1 70.0 75.0 37 63.3 63.3 70.0 75.0 24 83.3 83.3 70.0 78.0 30 97.8_ 57.8 700 36 Ul 53.1 70.0 75.0 k----- ----u----- I 1 c - -7r----- ----Yt----- 1 I 37 52.4 52.4 70.0 790 11 REINFORCING AS REOD. SEE CHART il\ I I LO 9PON5 _ g g I Z � I I INACI'NE I I ACTIVE � �Z SURFACE APPLIED I {yl SBX]JTE WIDTH DOOR FRAME WIDTH FALSE MUNTINS OR 32 3/4" 26 15/18" 25 15/18" �. DECORATIVE GPoLL D.L OPD. D.L OPG. O.L.�6. m MAY BE USEO 37" NOTE: SIDELITESIDELITEFRLEAF WIDTH MAX. WIDTH 78"MAX. FOR DOORS CAPACITIES SEE SHEET 2. M FOR SIDELITE CAPACITIES SEE CHART ABOVE. SEE CHART AT LEFT DOUBLE DDDR FRAME WIDTH z LOWER VALUES FROM DOOR OR SIDELITE CHART (OXXO) WILL APPLY TO ENTIRE SYSTEM. {,t WAlgi GLASS D.LO. DIMS, 00 • - D.L.O. HEIGHT (SIDEUTE) = FRAME HEIGHT - 11.01110" • • • • • • • D-LO. WIDTH (SIDEUTE) a FRAME WIDTH - 4.438"0• •i ••i i i i•i •• < •• ••• •• • • • •• n Q r:MNO AHMAD i g • ••• ••• • • • FIR. QOM 1 til • • • • • • • • • CAN• • • • • • • • • NOTE: •• • • • • • • • • • GLASS CAPACITIES ON THIS SHEET ARE $ 0*: •• •• 000 ••• ••• 000 •• AND BASEFLORIDA BUILDON ASTM ING COMM-04 SSIEC GUSTS) ��N @ ZU1Z drawing no. DECLARATORY STATEMENT OCA05-DEC-219 Wl2-08 sheet 3 of 9 ••• • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 9/16*MIN. TYPICAL ANCHORS 28Y WOOD BUCK EDGE GIST. ley THROW BOLT EDGE DIST. SEE ELEVATIONS 1NOOD BUCK OR $ PENETRATION I"-- FOR SPACING •' :.. WOOD STRUCTURE ` _ n ";• a SEE NOTE SHEET i EDCE DIST. STRUCTURE °r EDGE i ��• Z +20 gig, A e i i �I 35 i i 28 2 TYPICAL ANCHORS TYPICAL ANCHORS TYPICAL ANCHORS 4 ' 1 I SEE ELEVAnMCNS SEE ELEVATIONS SEE ELEVATIONS 3 FOR SPACING FOR SPACING FOR SPACING �MIAMI-oA�GOUNTY APPRo1lEW, �jSEE SEP ARATEOR A ii I�--------- -------�� Vl GLAZING OPTIONS SEE SHEET 1 TYPICAL ANCHORS t, SEE ELEVATIONS a FOR SPACINGoD 0 B: WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS O_M W MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM �� Z 3Lj AND TRANSFER THEM TO THE BUILDING STRUCTURE. z Lj TYPICAL ANCHORS: SEE ELEV. FOR SPACING Q 1/4" OW t]T'R=N BY 'E=' (F-177 KSI.Fy-155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2- MIN. PENETRATION INTO WOOD THRU tBY BUCKS INTO CONIC. OR MASONRY a c 1-1/4- MIN. EMBED INTO CONIC. OR MASONRY p DIRECTLY INTO CONIC. OR MASONRY IMI 7A 7 r4 1-1/4- MIN. EMBED INTO CONC. OR MASONRY py 1�� 1 i 814 SMS OR SELF DRILUNG SCREWS as 2 (MADE 2 CRS) W�' BO 33 i •• 00: • • • •:Nlp -DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") • B i i : i 00 0 i •INAD METAL STRUCTURES 8 yq , 1 •i i i i i • L :•1*/B" THK. MIN, (Fy = 36 KSI MIN.) ° .1 % •.. •• • IhYAt : 1/8"THK. MIN. (6063-T5 MIN.) DOOR DETAILS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ^ t J Engr:. AO AH P o ^ 1Ce1 EDGE DISTAN.F FIA.PE#70592 to •• ••• • INTO CQNCj2 AND MASONRY = 2-1/2" MIN. C.AN: g a ° KEE iiINTO O UCTURE - 1" MIN. YPIC • • dNTO 6AETAI•STRUCTURE ." 3/4" MIN.1/2"MIN. EDGE DISTn ••• ••• • • • n rt drawing no. THROW B IN. FOR G CONT AT'HEAD. SILL OR JAMBS f'c a 5000 PSI MIN. dUN $8 2012 11 LT PENETRATION C-90 HOLLOW/FILLED BLOCK AT JAMBS fm = 2000 PSI MIN. W12-08 (sheet ,°i g) ••• • • • • ••• • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • U Ile MAX SH SOLTS /4'MAX. Al 3 LEVERS ACONCEALED TOS LE FACE OC Z F &1CK TYPICAL ANCHORS .�D I FORSPACING 16 ACTH LEAF 18 26 1J 24 �' TYPICAL ANCHORS SEE ELEV. FOR SPACING d!a EXTERIOR • v 18 S D.L.O. METAL STRUCTURE ... LEAF WIDTH LOE HTOPTIONS v V .. 01 SINGLE DOORFRAME WIDTH SEE SHEET T � N 1/4`MAXOPTIONS SHIM W op 1/4'MAX SEE SHEET 7 SHIM, a CONCEALED FLUSH SOLTS `/ CONCEALED FLUSH BOLTS a o M TYPICAL ANCHORS J LEVERS AT MSIDE FACE OF SnLE LEVERS AT STILE FACE 28 WOOD Z SEE ELEY.`•.•; WOOD STRI{TUBE FOR SPACNIG 78 INACTIVE LEAF ACTIVE LEAF NOTE 1 et a ' as ,425:s nib aJ TYPICAL ANCHORS 16 S D.LO, it 10 D.L.O. OR SPAELEVCING LEAF VAOTH EXTERIOR mill I •• ••• • • • • • •s • • • • • • • • • LEAF 1MorN • •• • • • • ••• • DOUBLE DOOR FRAME MOTH g a •• ••• •• • • • •• N FLA.PE QW • • • • 0 OIL• • • • • CAN. •• • • • • • • • • • • •• • • • • • • • A!� 4,�, drawin no. DOOR DETAILS JUN 28Z 12 W1 2— meet S of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .. .• . . • .. .. . . . . . . . . . . . . . •% . . • • •. g ;o g {soya Slivl'aa a,L aars 9NIOVdS and 80-Z �t SNOUVA313 339ji 'ISIO 3903 to?O® N • 000 • • • ••• SNONONV IVOWki n ou Bu1MaP • • • • • • • •• • a ° ' $ �$ r� r•b�JlfY • • • • • fs t ! • • • • •00 • • • OL 3d vu Y atlntlr• Z Q • • . •. ••. •. 'O HLCIVA VMW IINn • • • • • •0 :0 0• z N o HION1 3NIM tlOOO N1OCA X53016 • 000 •• —"ivaua AV3�.1 ?30I2i�LX� w 4 w •0'1.01mdizsl 4L yp� ONOVdS 33S I I I lJLJ W f 9 m 1 xtlw"9ro.0 aNtl MS r�* E 13M SSV 9L �� SKS Lf'S!tl O •XV9V.4/t _ L aN 33S ONIOlf6lNC{tl SNOLLdo 9N2V'IO {n 011 n P 10 g � s a ro .. 19.6 3003 g ��W 9NOLLVA3.13 33S ST ;Qw'IV [&Q CTEM# PART# SM. DESCRIPTION MATERIAL MANP./SUPPLiER/REMARSS 1 E'601 - DOOR FRAME HEAD/SILL 6083-T6 j- ro 1� 2 E002 - FRAME COVER 6083-TB - a J E803 - DOOR FRAME JAMB 8063-TB 0 j 4 E604 - _ SIDEUTE TOP&BOTTOM FRAME 6063-TB - a ...4A �.E626 SIDELITE B°BOTTOM FRAME 6063-T6 F 5 ES03 - SMITE FRAME JAM8 6063-TB 6 E606 - SIDEUTE SUP ON JAMB 6083-TB - 7 Em - LEAF TOP&BOTTOM RAIL 8063-TB - C �, 7A E82b - LEAF 9'BOTTOM RAIL 8083-T8 - Q h 8 E808 - LEAF WSW ADAPTER 806348 9 E608 - LEAF HINGE STILE 8083-TB - QI 10 MID - LEAF LOCK STILE 8063-TB - G 4 11 E611 - LEAF ASTRAGAL STILE 6083-TB - 12 E692 - LEAF ALIGNMENT BRACKET 8083-T6 13 E893 - -_ LEAF CLOMP 6063-T6_ 4-1/4`LONG g 13A E613 - WNW BACK-UP PLATE 6083-T6 12'LOW. 14 E814 GLAZING BEAD(5/16'LAM.CLASS) 6063-TB 14A E109 - GLAZING BEAD(7/18"LAM.CLASS) 8063-TS - 18 E818 - GLAZING BEAD(INSUL.GLASS) 6083-78 - (j 16 E818 - SNAP COYER 6083-76 - 17 013 - BOLT SUPPORT 6083-T8 NOT SHOWN 18 AS REGO. SIDEUTE MULLION REINFORCING 6083-T6 19 FD-107 3/LEAF BUR HINGES ALUA9NUM SULLIVAN&ASSOC. 20 F91202 - FLUSH BOLT LEVER - SULLIVAN&ASSOC. LOCKS: 21 FBM14SS - CONCEALED FLUSH SOL.T ROD ST STEEL ISULUVM&ASSOC. � DEWS MIT: 22 #12 SMS I AS RECD. FRAME ASSEMBLY SCREWS - - ACTIVE LEAF: 23 #12 X 3/4" - HINGE INSTALLATION FASTENERS - FH SS O1 4 POINT LOCK ASSEMBLY DLO-6007 BY INTERLOCK USA INC' 24 - - 3/8'DIA,THREADED ROD STEEL - (2)LOCKING POINTS ENGAGING AT INACTIVE LEAF 25 W11323 - PILE W'STNO --..._..._.-� WOOL _ULTRAFAB Z C 1/2"DIA.THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME 26 E20618-IW-3020 - BULB W'STRIPPING SANTORRIDE EPDM Z AT HEAD AND SILL .. ._... THROW BOLTS ATTACHED TO LOCK BY 3/8'CONNECTING RODS 27 E208 - GLAZING BEAD BULB SANTOPIREPE ULTRAFAS _ 0 a-1 LOCK LOCATED AT 42-1/2'FROM BOTTOM 28 - - GLASS SPACER SILICONE FRANK LOWE RUBBER 00. LU me 0 INACTIVE 29 E822 FLUSH BOLT CUP NYLON F 2 POINT LOCK ASSEMBLY BY'INTERLOCK USA INC.' 30 DLOIRC BLACK BOLT SUPPORT'BLOCK POLYETHYLENE INTERLOCK 1/2'DIA THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME 31 OLDIWS - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY 3/8'CONNECTING RODS 33 #10 X 3/4' 2/AOAPTEFIFH SELF DRILLING SCREWS - - LOCK LOCATED AT 42-1/2'FROM 130TTOM 34 - 2/UTE I SETTING BLOCK. 1/4'X 1/2"X 4-LONG EMAT 6"FROM EACH END,DUROMETER 6538 OPTION I2: _ 38 - 2/UTE SETTING BLOCK, 1/4'X 3/4'X 4'LONG EM AT 6'FROM EACH END.OUROMETER 6535 enrnm t Fir• It CONVENTIONAL DOOR LOCKSET WITH HANDLE SEALANTS: DELTA 690 BY'K96KSEY FR LOCATED AT 39-1/4' OM BOTTOM KEY OPERATED CN EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4'FROM BOTTOM ALL JOINTS AND FRAME CONNECTIONS SEALED WITH a, CONCEALED FLUSH BOLTS BY'SULLIVANSUL 'VAN&ASSO •• 000 • • • • • •• SCHNEE MOREHEAD JM5504 SEALANT. 1/2'X 2"THROW BOLTS ENGAGING FRAME AT HEAD AND SILL • • • • • • • • • MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE: HINGES •• •• ••• • • ••• •• c 8 LOCATED AT 10-5/8'FROM TCW AND BOTTOM LOCK FASTENED TO STILE WITH(2)#8-32 X 1/2'FH MS 3-1/2'X 7-5/8'X.IVj fW(..g7:UD&.4UM*j& • • 0.* -- r PART#FD-107 BY SULLIVAN&ASSOC. INA '-I FA 3 HINGES PER LEAFO JAVAD MUM CONCEALED FLUSH BOLTS BY'SULLIVAN&ASSOC.' BOTTOM HIND AT 10-1/4'FROM BOTTOM �� CIVIL $ss 1/2"X 2"THROW BOLTS ENGAGING FRAME AT TOP HINGE AT 11-3/'FR T •• FLA PE#___70592 HEAD AND SILL CENTER HNNGE AT t�0 (tNQC MAC./• ••• • ••• d) �, . CAN. e MANUALLY OI5ERA7E0 LEVERS MOUNTED ON INSIDE FACE HINGES FASTENED V6TH#10 X•1"FH SMS• • • • • • ` b OF LEAF STILE LOCATED AT 10-8/8"FROM TOP AND BOTTOM (5)SCREWS AT i HINGB�S�TAIILAE1B• • • • • • • • • LOCK FASTENED TO STILE M17H(2)#8-32%1/2-FH MS (6)SCREWS AT FRA:Fi:AMI1 • ••• ••• •• ••• drawing no. NOTE: LOCKS MUST BE ENGAGED DURING i_ w1 2-0$ PERIODS OF HURRICANE WARNING. sheet 7 Of 9 ••• • • • • ••• • • • • • • • • • • • • • •• •• 0.0 • • •• •• ••• • • • ••• • • 4� 1.780 4 t 078 .130 .8225- •803 045 .803 .0.50 .803 .045 3 1.825 .078 T- 4.037 I 7082- 4.750 to GLAZING BEAD GLAZING BEAD 15 GLAZING BEAD 5/18`CLASS 7/18`OLAS5 INSUL GLASS LL f DOOR FRAME HEAD/SILL Fg 1.507 4.006 -1.5o7-4 +� 7 LEAF TOP/BOTTOM RAIL dl 1.825 # I4.719 $ .0783.719 .078 6 .078 1.750 1.507 L L 8.250 1.500 1 l.1 Hj 4.000 7.537 r 312 9 LEAF HINGE STILE .082J 1.507 5.344 1.750 9 LEAF W'STRIP ADAPTER 4.000� � •lN.�t y n 4 I� -.094 SIDELITE TOP & BOTTOM FRAME 2o5t =1.7-5-01.507 k t•75o� 412 442 a$ .078 .329 a.7 aS 584 6� 7A 9° BOTTOM RAIL 8 t2 W m� 1.812 t0 LEAF LOCK STILE 1.507-1 LEAF ALIGNMENT BRACKET 750[- 261 � 2 FRAME COVER '5.344 A7869 � }�+-.375 �_� 1.750 2061 .125 .050 1.17 7. 1,61:47 .125 3.781 0 I 3.719 � .154 � � 4.000 G 1 13 LEAF CLAMP f9 SNAP COVER LEAF ASTRAGAL STILEL �00 HINGE BACK-UP PLATE 8.98• • • • • • • • 18 o �t.5p6 7.500 • 0.: • • • • • • 1.250 • •• • • • • • I .r •719 SIDELITE MULLION REINFORCING < 719 • • • • ••• .078 :iijn �AHM 0592 4.= 4.000 • 1.:* ••• • 4.188 Fl CA 3D38• • • • • .078 2.097 • • • • • 6• • • $ �7 • •• • •A• • •• � � .078 drawing no. ••• O• ,TUN 2 2012 W12-08 (3 DOOR FRAME JAMB (s SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME (s) SIDELITE SLIP ON JAMBsheet 8 of g ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • r2 N • A50 $ d� � N DOOR FRAME CORNER SIDELME FRAME CORNER SIDEUTE SLIP ON JAMB CORNER $cM zr Z. ^a" 0,48 ,z s ax PE A Ip 1 II LLQ` �I FYI ;�j •• ••• • • • • • •• �p,. 1 alm 00: 90 CAPL •• • • • • • • • • • • •• • • • • ••• • • droving no. ••• • • • • N 3 ZQf2 W12-OS DEAF CORNS sheet 9 of g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M IAM P E A-HAMI--DADE COUNTY =41 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONO1%HC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.mlamidade.gWkconomy Eco Window SjNt nns,LLC 91T4 NW 1061et MedkT,`>FL 331.78 SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami-Dade County RER. - Product Control Section 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 Section(In Miami Dade County)and/or the AHJ(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 AHS may immediately revoke,modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami-Dade County Product Control Section 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. I}ES�� Tt. d�aw—L.1VLI. APPROVAL DOCUMENT-.Drawing No.W09-20,1 d-"Hoo and Series-300 Alum Fixed"i. (1...M.1.)",sheets 1 through 5 of 5,dated 03/23/09,with revision C dated 01/11/13,p0repaw0ed by•Af-Parooq Corporation,signed and sealed by Javad Ahmad,P.E.,bearing the Miami-Dade Cgggty)r roduct Glcx�tl •••• • Renewal stamp with the Notice of Acceptance number and expiration date by the 1}t gl izDade Cogpty • Product Control Section. 006* •••0 •••• MISSILE IMPACT RA Rtslstant •••••' '••••' •• ••• LABELING: Each unit shall bear a permanent label with the manufacturer's• •• or logo,*GUY, stat•• modellseries, and following statement: "Miami-Dade County Product Control Alp"", unless.otherwise . noted herein. 0 0 0.0 0.0 0000.. RENEWAL of this NOA shall be considered after a renewal application has been ftl'ed and{here has beam...: no change in the applicable building code negatively affecting the performance of this product!;0 •; 0 • 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 renews NOA#13-0206.05 and consists ofthis page 1 and evidence pages E-1 and E-2,as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez,P.E. NOA No.14-0317.03 NStAM1 DARE COUNTY ]Expiration Date: June 17 2019 Approval Date: April 10,2014 °� � Page 1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBIYIITTED i A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09-20,titled"Eco-Guard Series-300 Alum.Fixed Wdw. (L.M.I.)", sheets 1 through 5 of 5,dated 03/23/09,with revision C dated 01/11/13,prepared by Al-Farooq Corporation,signed and sealed by 3avad Ahmad,P.E. (Subrnitted under previous NOA#13-#206.OS) 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 Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 971/4"wide x 96 1/8"high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Testing Inc., Test Report No. HETI-08-2192A,dated 01/15/09,signed and sealed by Candido F. Font,P.E. (Submitter/underNOA#09-0413.08) 2. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 971/4"wide x 961/8"high Eco-Guard series 300 aluminum double fixed window,prepared by Hurricane Engineering&Tp iag e., Test Report No.HETI-08-2192D,dated 01/15/09,signed and sealW by COdNo F. ••••;• Font,P.E. (Subutitted under NOA#09-0413.08) '" ' . ...... ... ...... 3. Test reports on: 1)Air Infiltration Test,per FBC,TAS 202-9$..;.. 0 • 2)Uniform Static Air Pressure Test,Loadingpor*FBC,TASQ0294 :" 3)Water Resistance Test,per FBC,TAS 202-94•• •••• ••;••• along with installation diagram of a 48 1/4"wide x 96 3/8"hi;j-j�Z-Gua48$'ries 300 • aluminum circular arch top fixed window,prepared by HuxriG ,$pgineering& •• Testing Inc.,Test Report No.HETI-08-2193A,dated 01/15A,szgked aadhealed by....:. Candido F.Font,P.E. (Submitted under NOA#09 0413.08); *0 ••• ••�; 4. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 •� along with installation diagram of a 481/4"wide x 96 3/8"high Eco-Guards 300 aluminum circular arch top fixed window,prepared by Hurricane Engineering& Testing Inc.,Test Report No.HETI-08-2193B,dated 01/15/09,signed and sealed by Candido F.Font,P.E. (Submit d under NOA#09 0413.08) S. Test reports on: 1)Large Missile Impact Test per FBC,TAS 201-94 2)Cyclic Wind Pressure Loading per FBC,TAS 203-94 along with installation diagram of a 47 5/8"wide x 96"high Eco-Guard series 300 aluminum triangular top fixed window,prepared by Hurricane Engineering&Testing Inc.,Test Report No. HETI-08-2194,dated 01/15/09,signed and sealeV. d andido F.Font,P.E. (Subinitted under NOA#09-0413.08) , : . Manuel P X. Product Contra! xa ner N©A No.1 - 7.03 Expiration Date: June 17,2019 Approval Date: April 10,2014 •E-1 Eco Window Systems,LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS(cowr=D) 6. 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 Resistance Test,per FBC,TAS 202-94 along with installation diagram of a 50 5/8"wide x 63 114"high Eco-Guard series 300 aluminum fixed window,prepared by Hurricane Engineering&Testing Inc.,Test Report No.HETI-08 2195A,dated 01115/09,signed and sealed by Candida F.Font, P.E. (Submitted under.NOA#09 0413.08) C. CALCULATIONS j 1. Anchor verification calculations and structural analysis,complying with FBC-2010, dated 01/27/12,prepared by Al Farooq Corporation,signed and sealed by Javad Ahmad,P.E. (Subinifted under previous NOA#12-0223.25) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources(RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 13-0129.27 issued to E.I.DuPont DeNemours A.Co.,Inc. for their"'DuPont Butaciteg PVB Interlayer"dated 04/11/13,eNjring arrW11/16;••••• 2. Notice of Acceptance No. 1.14624.02 issued to E.I.DuPont OffeinourS'& Q.,Inc. '. for their"DuPont SentryGlas@ Interlayer"dated 08/25/11,%*"P**�g on 01/14717. :000*: .... .... . . F. STATEMENTS 0.00 0 0 0.00 0.00• 1. Statement letter of conformance,complying with FBC-2010,6111M Unuai signed and sealed by Javad Ahmad,P.E. •• •• •• •••••• 2. Statement letter of conformance,complying with FBC-2010,and Ono financial ...... interest,dated January 30,2012,signed and sealed by Javad*mad,P.E.: 0 0.0 0 0 0••0 (Subrniffed under previous NOA#12-0223.25) •• • ••. • G. OTHER 1. Notice of Acceptance No. 13-0206-05,issued to Eco Window Systems,LLC for their Series"Eco-Guard 300"Aluminum Fixed Window—L.M.I.,approved on 05/02/13 and expiring on 06/17/14. Z� Manuel-Par:aft! Product Control E NOA No.14 Expiration Date: June 17,2019 Approval nate: April 10,2014 E-2 WANOIY IYATTH .062 {e b00 (SWAM APP1�O) A 0.1.OP0. o 1.613 .07S OPTWRAt. I 1 ; 1000 2.011 .0162 O FLUSH FRAME ADAPTER nrtA 2.780 (D FRAME HEAD/SWJAMB IIf f Q tit aaa—al6rsaaa A1'3 if — If It it a_ 0 OWING BEAD d ralkc 1.070 _=1lII a...i�a� J It It � Vl s t� {� ANCHOR COVER fit, RZ pt�7 NFI1D/SILL r 7Y�OAi ELEI/ATI)N ECO—GUARD mmm—soft ALUMMIM FIXED ZND{lTf DESIGN LOAD.RATINGS FOR THESE WINDOMS TO BE AS PER R CHART'S SHOWN ON SHEETS 2. CLAW D.L.O. aims. R SOME UNITS OR SIDE-BY SIDE O.L.O. HEIGHT= WINDOW APPROVAL APPLIES TO SIN — COMB1tdANIONS OF FDC 0.L0. WIDTH WINDOW WIDTH TH— 3.8625n•" B ./FlX. OR FlKEO WITH OTHER � WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING _ MIAMI—DAOE COUNTY APPROVED MULLIONS IN BETWEEN. m1 Bptyleg f&oA It@A LOWER DESIGN PRESSURE FROM VANDOWS OR MULLION APPROVAI. liteldleRCade WILL APPLY TO ENTIRE SYSTEM. •• ••• • • • • • •• Aceaplence6kPWI.0- HLIMCME • • • • • • • • • Paldreibu THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THEREQU NTS OF THE FLORIDA BUILOM CODE INCLUDING HW H VELOCITY • •• • • • • y ZONE(HVHZ). • • • • A11and adePredl •• ••• •• • • • •• WOOD BUCKS BY OTHERS,MUST BE ANCHORED PROPERLY TO TRANSFER J 4 LOAD8 TO THE STRIIDTUT . tai ANgIORS SHAH BE AS L8T[E0,SPACED AS SHOWN ON DETAILS.ANCHORS THESE WIFIDOYlS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. asaompi Mona n EMBEDMENT TO BASE MATERIAL SHALL BEYOND WALL DRESSING OR SHU[TEIiS ARS N0T REQUDZED. FtA PE' 70b92 DnDBneCoda � sTYGm�••• ••• • cAR. 66 � Al- Mar l-1 ANCIfOFM PART OF LOADING DI NOT SHOWN BC THESE DETAILS ARC • : .• : : : : : re11oa nate �tG+ A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. •• • • • • • • • MATERIALS WOLLIONG BUT NOT LIMBED TG STEEL/METAL ZEWS,THAT••. • ..• 3 3 �ypg_20 COME INTO OGNTAOT WITH OTHER OISSMIIAR MATERIALS&HALL MEET THE REOUIREMENTS OF THE FLORIDA 81.00.CODE SECTION 2003.84. SheOt 1 Of • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • I DESIGN LOAD CAPACITY-PMP' VISION LOAD CADAM-PBP 3/1r At9N.CLASS 3/t8•HEAT STRENb.OIASS VINDow Din. OLABS TYPE'C SWAM TYPE 71• Y�94M DINS, CLASS TYPE'DI OWAM TYPE'D' EDTH(w) ( Firm INN(-) t:%L(+) iNL(-) WTH(0)MOTR•tL) aa.(+) INT-f-) exTd+) Z SUTACITE M BY'DUPONT' R Ct BYY''CUPOIC'' 24' Tao Sao BOA o&o ae-I/2" 7810 �.0 80.o DOA O 3C 78.0 80.0 SOA 90.0 37` �, 7ab W.0 80.0 ou f.. 3/18'ANN.GLASS 3/18't#hT S[aEN'D.OIASS 38' 7810 8010^ WA 9O4 53-1/8• TSA 8010 8010 80.0 !Q` 42' 76A $0.0 WA Oa0 74' 75A aa0 80.0 80.0 d p SIUCONE gg SILICONE ae' 7&0 SOO WA SDA 26-i/2• 78.0 EO.O 804 90.0 now F CE SCSC 899 F VIE SCS 2000 89S • 7810 800 W0 9a0 37' 8, 76A W4 80.0 SOA p i wr 70.0 80.0 b3-i(8° 7810 8010 8&0 90.0 b 4 •f if m 4 - 1 or no BOA 80.0 90.0 74• 78b W 80.0 9a0 (� W •1 ii 0 m f '1 8 72• 7010 80.0 80.0 9010 28-1/2" 7810 8010 solo 980 7.4 li 24' 76.0 BOA Bob 9010 3r 764 W.0 "0 9a0 aI a I,f, tin 30• 7010 BOA 8010 9010 63-1/8" -8�• 7s.3 78.0 BOA Sao .f.. 38" 7610 880 �A eo.0 74" 71.3 Tai WA W4 42" �. 7a0 WA a" 90lo 28-1/2" no WA Wb ou 48• 7810 80.0 W.0 90.0 37" DIY" 7&0 8010 8010 980 g8 X 1-1t4"ss X 1-f/4'stds a4' 70.0 BOA �.0 9010 &T-s/a• 57.9 lab �.0 9010 AT 3-1/2 FROM ENDS AT 3-1� FILM ENDS �' 784 Bao 80.0 2010 28-1/2' 1&0 no am 804 AND 1 O.C.MAS. MVD 10 O.C.AtAtf. 6r no WA 80.0 Solo 3r 70' 784 a" 8010 94 A q GLASS TYPE '�,� QLASS TVP$ `B 72' 704 76.5 804 Dao »t/8' 874 894 8010 AOA u w GLAZING OPTIONS aa• no 80.0 Bao 900 30" 784 BOA 80.0 90.0 38" 76.0 SOA am 9040 W 42" �. 7810 8010 WA 9010 4r Y54 8010 804 90.0 84' 08.04 71.3 004 2010 w 80.2 84.2 80.0 904 L $ t .YA 86• 602 84.2 W.O 9010 4ONDOW YADTH WINDOW finoTH � 7a' 682 84.2 W.0 80.0 "'�/• �� I"�-°'I Imo"A 24• 70.0 80.0 04010 Sao Ifi_.._._'ll 30' 7810 .90.0 604 904 � �/. .1•� fi I I I 38" 780 W0 0404 fw4 4 I I 42" 72' 7510 WA no 96.0 l ' 48" 782 7&8 solo 00.0 W AND LYNOTtt DIMENSIONS CAN 89 ORIENTED 3 l I fa l l sa• �2 712 4MO 804 80' B02 842 Bao 80.Q YERDGNLY OR HORIZONTALLY AS SIWRYAI ABOVE. 24' 7810 800 WA 8010 e WaVQOW WaN'tt 30' 780 8010 solo 90.0 k OpuC4'tZFayEti96t9 it �' �, 78.0 e0.0 aOA 90.0 ��D��wDDtk¢FloriAs �R >- 4a" "A 7" 8010 Bao 3 11 q . neecptenc¢NgL- _.t'C;S I I I 48' 88.8 Sas a" no grid redoa Date aw 24' 76.0 80.0 WA 00.0 Ansai Dade PY�Itconi R dt 7&0 Bao S" 9010 L_. .__._ .....i ••• of• • ••• • i •38' 98' 7810 76.2 WA 9010. a0'{£, •• ,SD-1 •Ce Ka 64.6 8010 WA GLASS CAPAMIES ON THIS SHEET AREVO4M"of VONDOW WIDTH • • • • • 4a" 59A 59.9 5010 8010 BASED ON ASTM £1300-04 (3 SEC. GUSTS). • 2a' 7510 W.0 000 ODD for 7I._ . -74.8 8010 9010 FtA.PE 71898anOef Marl• a� If.B bs 6 BSA 9010 Dde • • s 7ao W 0 8010 80.0 • • •• 0 i • • iD'• t2r 780 W.O 8010 80.0 ALLOWABLE LOADS FOR ALTERNATE S SES AS Se0YA4 ASM OR • • • • • Sg'• 74.5 las WA 9010 O V tdtamt Prodnet drawing no. VERWIED 9Y wSCRIBwG PICTURE WINDOW SHAPE VATHIN SQUARE MIX As • • •• W09-20 SHOYM IN DOTTED UNES AND OSTAI NNO ALLOWABLE LOAM FROM THOSE CAPES, ah501 of • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • wow 6Upf I SEE El£V FOR SPAM tAETAL nTM.AN AIMSuoc ..�° • _ STRVCNRE SEE 0".FOR SPACMO •4 e• •• •.4•a _.' tv`'• ' wm—m COAPPRWEO Uwe ST t&IIY �. .A 4 a' e` a'A•4 A s a. mmloN&1AALON ANIS X b SEE SEPARATE NCAAAAI ul rf� -7W MITu y( f3ia 2 3 3- y� ff I SEE CLEV.FOR SPACM SEE a V FOR SPAWIG I ! WOW BUCKS AND METAL STRUCTURE NOT BY ECO WOW. TYPICAL ANCH -, SEE aw.Fm SYAGNO MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM I DIA. 7AP= HY '1TW' (Fu.120 SISI,Fy4S2 NSI) AND TRANSFER THEM TO THE BUIL.ONG STRUCTURE. INTO 2BY WOOD BUCKS OR WOOD STRUCTURES i 1-3/8" MIN. PENETRATION INTO WOOD i ii THRU lay BUCKS INTO CONC. OR MASONRY i-1/4" MN. EMBED INTO CONC.OR MASONRY DIRECTLY INTO CONC. OR MASONRY m O 1-1/44° MIN. EMBED INTO CONIC.OR MASONRY o Ile CIA. MKS OR SELF DRUM SCREWS (OWE 6 tom) 8o ! INTO METAL STRUCTURES 1z,7,i f' if STEEL : 1/8"THK. MIN. (Fy 38 KSI MIN) �� - ,•N ALUMINUM : 1/8"THK. MIN. ($083-T5 MIN.) (STEEL IN CONTACT W" ALUMINUM TO BE PLATED OR PAIN0ED) U ff if � W to j, 414 SMS OR SFl fT ORILING Std (ORAOE 2 CRS) r INTO MIAMI-RADE COUNTY APPROVED MULLIONS (MN. THK. _ .ODO) (NO SHIM SPACE) +. TYPICAL EDGE CL4TANCE Ito f!i INTO CONCRETE AND MASONRY a 2-1/2" MIN. INTO WOOD STRUCTURE a 1" MIN. t I INTO METAL.STRUCTURE b 3/4"MIN. + sell! C-90CRHOLtrO!/F E�'D t�OCK�t'm w 18w P9I MW. �, : a ••• •ei i i ••• i i ••• SEALANT: Vis' ?�; • •• • • • • • ALL JOINS AND FRAME CONNECTIONS SEALED WITH o a m v Of • •• • • • • ••• JOIN SEALER, + " '• '< f +�&ODUCi'Rt:RB p!A•f TiBSE � n tloplW& t �••'••: , A .< .. °' • •et 'i i':-`�.i;'. d°�°°a A°caFleact :.3, «�'r: '.A' `9 9 V �4. •A 4 • • • �' ••: • ° ° Ac ag9tGs ' D" �:. •< •4 --` .a •• • • '.•_ p&s•: • •°• -°- " �°. E!PC�OB�nNn��ll �lgD •: ." ...s:. - i 7YPtCAI ANCFNNffi • •• • •' •••• f • SEE• F.0g EYMCNOM y .i Maw! dfaring f10. •' :. ..R' '" sEE EIkV.FOA s1 RNlf • v wow fIlly ••• FOR SPAM dila DadeP ffd, ¢ •di91'� W09-20 ahoet 3 of •e• • • • • ••• • • • •• •• • • • •• •• ••• • • • ••• • • •. ITOM @ PART 9 RRQD. ITef&4.0P•MON KATSRTAt. mor./3tlPPIJ6R/Boxa KB � 1 FMI 2 FRAME HFAD/S0A^B 0063-T8 2 FY302 AS RM. 61A m wo-7/18'wm 8683-TB A STWIP 6 Z 3 r= AS NO AWIOR COYER W63-70 .4 E203 AS RM. CLAM OAO-VAS NEOPRW UVRAFA6 rol ..S FLO-50 I CLASS SPAR- I/8'F80H SILICONE Ffwx LOU ....8_`---SIO x 1'--' 8 FRAFM ASSIMIRLY SIXt O NXNS PH SMS FUM FRAME AOAPMR 8083-T8 0PRONN. WELOED MW11-OADE CO3XOY RECT. OR SQUARE WIVDOWWS CIRO"WINDOWS MtTEk CORNERS p 4=;;. APPRM,UTYPICIF.ANCHM N SM a W.FOR SPACING gORNBR DBTASLS � � � r- - w TYPICAL ANCHORS SEE ELEv FOR sPacuN6 � WmDow RS6TH WINDOW IYIOTH t/4'MAtt. Ile mm 1/4'MAX. O SHIMS TYMCAL ANCHM Std fSa ELM • FTM2 FOR SPACING 3 .�tODDCPRtxIEWFRb $$ .P•' _ 60tYlaBt41tk 670 Ftm10i y0ldlaR o., AcceptaeooHe •• •.• • • • • • piralloRQA t9 $ • • • • • • • • sTaUcltutE s s • • •i • • • i �y ..._.^ate.: •_.._.: .--•.r..r�.. .. YAt1pD ,y 4W000 SIRUCTt# - W 4MAHM PRODUCTRWISM ' FIAc PEr1 ug wt@ Bre @larlde I,� ••• ••• • • • N�2 AaapBatoo No - g X. I 2 • • • • • • • • • ley rattanl7yea J4 1 EsXAltJOR• • • • • • • e`,• r WOOD.U= • i• � • • i s • • i • M de ProArot dfOwin$ no. WINM WIDTH ot sheet 4ot • •• •• • • • •• i• ••• • 0 0 ••• • 0 KETAL ��°� sTRumuRE TYPCAL ANCHORS TYPICAL ARMORS NWA—DAOE cbuNTY'APPtmvE� 1 SEE a".FOR SPAM FOR NKLM&NULLlOit ANCHORS Z a• > SEE SEPARATE NOA LAMv TYPIGS. %VM*=RS t[ SEE a".FOR 9PACINO N 110 G r t/4'M c rGZ, ALF. 3 • fig TYPICAL ANCHORSA 4 oil SEE ELEV.FOR SPACM •e : 4 $� • •'Ro$ucrttsNEtvceu °''•�. 9.t;gP. s"Ith the pleAtt, A� •• ••• • • • • •• a'i'= ccoftee ALT, • •• • • • • ••• • $ _ <m� • • •00 000 • • • • • • h o p�bdiit. IAISTAU ATION DBTAH,B WITH FLUSH FRAME ADAPROntJCTRIaVi�D � ' g i-•� Oi•AI. � PISRuB tviRtlbo Msthk $ es • 000 ••• •• • IIaftdtog Cb4a • • • • • • n • ' • • nccapiensoNe 1 p$ 3� k .• • • • • • • • • ton Aero 4 $ Q.•• '•° •• • • • • • • • • • 'g • ••'• •?P{Ct,{,AMNORg••• • • • 000 • �� p dra'wing no. SEE ELEV.FOR SPACM3t 0920 sheat S ••• • • • • • • • • • • • • • • •• •• •••• •• ••• • ••• •• ••• •