Loading...
RC-14-1843`aa BUILDING PERMIT APPLICATION r Miami Shores Village 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 ❑BUILDING ❑ ELECTRIC ❑ ROOFING FBC 2010 Master Permit No o\k-k` 1 U H3 Sub Permit No. ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING [:]MECHANICAL ❑PUBLIC WORKS [:]CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: 'Act 'Ick wIc 4"\ QVC, ?D ° City: Miami Shores County: Miami Dade Zip: Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: X . BFE: FFE: �fl ��1..13�(''\.Q(o (od OWNER: Name (Fee Simple Titleholder): P�11tILw l u LkST �� � '_•Phone#: -AOSQZ01k Address:Jd`�\ City: Kol\m\ State: C- C, Zip: Tenant/Lessee Name: Phone#:, Email: CONTRACTOR: Company Name: M1-�o �V510VA WNC. Phone#: CNA 'LkA� Ok 14 - Address: jq�)2 City: Kit` yy/ k State: :if L_ Zip: �a3\ Qualifier Name: ���JCtST�G'�v1 t2_ C W-44, Phone#: State Certification or Registration M l CALL 12:: A�,J�'q,oll Certificate of Competency M Ford DESIGNER: Architect/Engineer: 2_(k\ 'WT tVtCkWC1- Phonem I A SV_ ZN I Address: 1)7115 45tv 1']1 /N_ City: Ljc%qW+( State � (I Zip: 5;0 2-11f Value of Work for this Permit: $ 1559000 Square/Linear Footage of Work: L' C")o\PT 5 �r Type of Work: El Addition Alteration` ❑ New Repair/Replace ❑Demolition Description of Work: I 4. '�bWk� Specify color of color thru Mile: K\ Submittal Fee $ Permit Fee $ 4CO CCF $_ _ CO/CC ,' ICU Scanning Fee $ Radon Fee $ DBPR Notary $ Technology FeeS. �14 U - Training/Education Fee $ Double Fee $ Structural Reviews $ �60m ' L.� Bond $ TOTAL FEE NOW DUE $ 2 � 102- ^T-:; (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip 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 bsence of s posted notice, the inspection will not be approved and a reinspection fee will be charged. r Signature Signature O NERorAGEN' CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of u,5 % , 20 14— by _ day of 20 0 by MAVY 1 15 :t _,who is personally known toeq bio iiss personally known to me or who has produced as me or who has producef 7,D identification and who did take an oath. identification and who did take an oath. NOTARY P BLIC: NOTARY PUBLIC: ///0 C'J Si Sign: ®,") Print: Ya Print: :°o Y®� NV—, - M�Feticiano Florida, State ot s 4® kanley ta Public State of FloridaSeal• R �, Seal: Moore < My Commission FF 08275 4 My Commission EE 831961 E7�pif8S 01111120 1 8 oFceo Expires 0912812016 APPROVED BY Plans Examiner Zoning I Structural Review Clerk (RmAsed02/24/2014) STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD 1940 NORTH MONROE STREET TALLAHASSEE FL 32399-0783 OLARTE, SEBASTIAN R BLANCO DESIGN, INC 8932 NE 10TH COURT MIAMI FL 33138 Congratulations! With this license you become one of the nearly one million Floridians licensed by the Department of Business and Professional Regulation. Our professionals and businesses range from architects to yacht brokers, from boxers to barbeque restaurants, and they keep Florida's economy strong. Every day we work to improve the way we do business in order to serve you better. For information about our services, please log onto www.myfloridalicense.com. There you can find more information about our divisions and the regulations that impact you, subscribe to department newsletters and learn more about the Department's initiatives. Our mission at the Department is: License Efficiently, Regulate Fairly. We constantly strive to serve you better so that you can serve your customers. Thank you for doing business in Florida, and congratulations on your new license! RICK SCOTT, GOVERNOR LICENSE NUMBER 1• DETACH HERE (850) 487-1395 446 STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CBC1258709 ISSUED: 09/01/2014 CERTIFIED BUILDING CONTRACTOR OLARTE, SEBASTIAN R BLANCO DESIGN, INC IS CERTIFIED under the provisions of Ch.489 FS. Expiration date : AUG 31, 2016 L1409010000350 KEN LAWSON, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD I ne t3UILUING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 OLARTE, SEBASTIAN R BLANCO DESIGN, INC 8932 NE 10TH COURT MIAMI FL 33138 0 + MIAMFDIADE M 6437735 DBA/BUSINESS NAME: ARTISTIC CONCRETE GROUP INC BUSINESS LOCATION: 6945 NW 53 TERR MIAMI, FL 33166 OWNER/CORP. ARTISTIC CONCRETE GROUP INC PHONE # 305-888-9095 6945 NW 53 TERR MIAMI, FL 33166 NAICS CODE: 237990 MIAMI-DADE COUNTY - STATE OF FLORIDA LOCAL BUSINESS TAX 2014 - 2015 APPLICATION If no longer in business, please notify us in writing. Review and correct the information shown on this application. A 25% penalty will be assessed to anyone found operating without a paid local business tax, in addition to any other penalty provided by law or ordinance (Sec 8A-176(2)). A Certificate of Use and/or City Business Tax Receipt may also be required. MIAMI-DADE COUNTY - STATE OF FLORIDA LOCAL BUSINESS TAX 2014 - 2015 APPLICATION 6437735 BUSINESS LOCATION: 6945 NW 53 TERR MIAMI, FL 33166 OWNER/CORP. ARTISTIC CONCRETE GROUP INC ARTISTIC CONCRETE GROUP INC ROBERTO TOMBO PRES 6945 NW 53 TERR MIAMI, FL 33166 N/A October 02, 2014 RENEWAL RECEIPT. 6706064 STATE # E0900064 BUS. COMMENCEMENT DATE: 05/01/2009 SEC TYPE OF BUSINESS ENGR GENERAL ENGINEERING CONTRACTOR APPLICATION DETAILS FEE AMOUNT Receipt Fee 30.00 UMSA Fee 30.00 Beacon Council Fee 15.00 Bingo Permit Fee 0.00 Nightclub Permit Fee 0.00 Multi -Municipal Contractor Fee 0.00 Restricted Contractor Fee 0.00 Library Fee 0.00 Transfer Fee 0.00 Doing Business without a License Penalty 0.00 Late Penalty 0.00 Collection Cost 0.00 NSF Fee 0.00 Prior Years Due 0.00 Amount Recently Paid - 75.00 TOTAL AMOUNT DUE: 0.00 To pay online go to www.miamidade.aov/taxcollector To pay by mail, make check payable to: Miami -Dade County Tax Collector Business Tax 200 NW 2nd Avenue Miami FL 33128 To pay in person go to: 200 NW 2nd Avenue (305) 270-4949, fax (305) 372-6368 A service fee of not less than $25.00 up to a minimum of 5% will be charged for all returned checks. t RETAIN FOR YOUR RECORDS t .................................................................................................................... DETACH HERE AND RETURN THIS PORTION WITH YOUR PAYMENT + N/A October 02, 2014 RENEWAL RECEIPT: 6706064 STATE # E0900064 BUS. COMMENCEMENT DATE: 05/01/2009 SEC TYPE OF BUSINESS ENGR GENERAL ENGINEERING CONTRACTOR 1 APPLICATION IS HEREBY MADE FOR A LOCAL BUSINESS TAX RECEIPT OR PERMIT FOR THE BUSINESS PROFESSION OR OCCUPATION DESCRIBED HEREON. I HAVE BEEN INFORMED OF ALL ZONING RESTRICTIONS IMPOSED ON THIS RECEIPT I SWEAR THAT THE INFORMATION IS TRUE AND CORRECT SIGNATURE REQUIRED SEE INSTRUCTIONS ABOVE Please pay only one amount. The amounts due after Sept 30th include penalties per FS 205.053. /f Received By Oct 31, 2014 Nov 30, 2014 Dec 31, 2014 Jan 31, 2015 Please Pay $0.00 $0.00 $0.00 $0.00 7000000000000000000000006706064201500000007500000000000006 To: BLANCO DESIGN Page 2 of 2 2014-09-23 20:49:36 (GMT) 13054890914 From: George Don Proiicy Number. ACORD Date Entered: 9/9/2014 �f CERTIFICATE OF LIABILITY INSURANCE DATE-wwN'Im THIS CERTIFICATE IS .ISSUED AS' A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPOiJ THE CERTIFICATE HOLpER. THIS 014 CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVE[,Y AiyIEND,. EXTENp OR ALTER THE COVERAGE. AFFORDED BY THE POLICIES BELOW. THIS CltRTIFICATE REPRESENTOF INSURANCE DOES NOT CONSTITUTE A CONTRACT ATIVE OR PROIDUCM AND THE CERTIFICATE HOLDER BETWEEN THE ISSUING INSURER(S), .AUTHORIZED IMPORTANT: If the Certificate Riotder'ts. art ADDITIONAL INSURED, the policy(ws) must to endorsed. if'SUBROGATION !3. WAIVED, subject to the terms and corrditlons of the policy, certain Policies may require an. endorsement A statement on this certfflcate does not confer rlehts to the certificate holder In lieu of such endomement(s). PRODUCER Westland South Znsuranes 2606 PIW 97th AvENpS PHONE (305)t93-0600 FAX N,I,. (305) 593-2533 DDRAL FLORIDA 33172 • gObJE:RO@WESTLA1MSODTHZNS . COM INSURERS INSURED APFOROINp COVERApE _.. NNC tl R 0 1525 Rw 14 stxaet UXAM, 2% 33145 CCM'PANY THIS IS TO CERTIFY THAT"THE'SION NUMBER: P.OL1CfE3 OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TQ THE INSIIR DE NAMED ABOVE FOR THE POLICY. PERIOD INDICATED. NOTVYITHSTANAING ANY'REOUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR'OTH£R DOCUMENT ­WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR.MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSjONS AND COND17lONr3 OF 8UOn POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. rRENEPALLIAM.Lmr P$ C eISUo E POUCYNUMBER LNAITSIALGENERACLIAI}ILITY. EACH OCCURRENCE 51,•000,000, �} x NPP8212r,75 3/25/2014 3/.25/2013PR I a w 5100,000 S•MIADE I� OCCUR NEP EXP LAny ons Person $5,000 PERSONAL SADV INJURY. $1,000,000 UFWLAGGRFAATELSAITAPALIESPER:GEN RAI.AGGR 000,000 POLICY PRO' LOC PROD UCTS-COMiP/�OPAGG 51 r 0.00'10,0 QOO AUTQMOMA LuumnY S ANYAUTO Es acwerd 5 tULTOOSIVNEP SCHEDULED BODILY INJURY (par )AUTOS S HIREDAUTOS C EO BODILYINJURY(Pwagci" D -- a 5 UAWRMAA LIAR OCCUR $ 91rQM—LIAR AND DIN I C _ • �......w .o r VCM a.= Amcb.ACORD ;(Qt, AdAMoApl IRdiilefki s6 �, H g107B.>tIHCD Is .R7LL ONTRACTOR-LIC#(:sC1.258 .QS . rPqu�l). 10050 NE 2= AVELQIIE L � 3AORES 10050 SHOULO'ANY OF TI(E ADOVE DESCRl000 POLICie$ EE -CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN > SHORBS, FL, 33138 ACCORDANCE WITH THE PDIMY PROVISIONS. AUTHOR W W REPftEM TATIVE Fp SRO LIWrim a ACORD 21 (2010106) The ACORD name and logo are registered marks of ACORD ORD CORPORATION. All rights reserved Produmd usfn9 Fanm Doss Pius softwate..www .FomreBoss.coM ftW6 sive "Whing OD0.208-1877 JEFF ATWATER CHIEF FINANCIAL OFFICER STATE OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF WORKERS' COMPENSATION * * CERTIFICATE OF ELECTION TO BE EXEMPT FROM FLORIDA WORKERS' COMPENSATION LAW * * CONSTRUCTION INDUSTRY EXEMPTION This certifies that the individual listed below has elected to be exempt from Florida Workers' Compensation law. EFFECTIVE DATE: 9/18/2013 PERSON: OLARTE FEIN: 272267402 BUSINESS NAME AND ADDRESS: BLANCO DESIGN INC 1525 SW 14 ST MIAMI EXPIRATION DATE: 9/18/2015 SEBASTIAN R FL 33145 SCOPES OF BUSINESS OR TRADE: LICENSED BUILDING CONTRACTOR Pursuant to Chapter 440.05(14), F.S., an officer of a corporation who elects exemption from this chapter by filing a certificate of election under this section may not recover benefits or compensation under this chapter. Pursuant to Chapter 440.05(12), F.S., Certificates of election to be exempt... apply only within the scope of the business or trade listed on the notice of election to be exempt. Pursuant to Chapter 440.05(13), F.S., Notices of election to be exempt and certificates of election to be exempt shall be subject to revocation if, at any time after the filing of the notice or the issuance of the certificate, the person named on the notice or certificate no longer meets the requirements of this section for issuance of a certificate. The department shall revoke a DFS-F2-DWC-252 CERTIFICATE OF ELECTION TO BE EXEMPT REVISED 07-12 QUESTIONS? (850)413-1609 .4 MiamiShores11/ e 9 Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Notice to Owner _ Workers' Compensation Insurance Exemption Florida Law requires Workers' Compensation insurance coverage under Chapter 440 of the Florida Statutes. Fla. Stat. § 440.05 allows corporate officers in the construction industry to exempt themselves from this requirement for any construction project prior to obtaining a building permit. Pursuant to the Florida Division of Workers' Compensation Employer Facts Brochure: An employer in the construction industry who employs one or more part-time or full-time employees, including the owner, must obtain workers' compensation coverage. Corporate officers or members of a limited liability company (LLC) in the elect to be exempt if construction industry may 1. The officer owns at least 10 percent of the stock of the corporation, or in the case of an LLC, a statement attesting to the minimum 10 percent ownership; 2. The officer is listed as an officer of the corporation in the records of the Florida Department of State, Division of Corporations; and 3. The corporation is registered and listed as active with the Florida Department of State, Division of Corporations. No more than three corporate officers per corporation or limited liability company members are allowed to be exempt. Construction exemptions are valid for a period of two years or until a voluntary revocation is filed or the exemption is revoked by the Division. Your contractor is requesting a permit under this workers' compensation exemption. In these circumstances, Miami Shores Village does not require verification of workers' compensation insurance coverage from the contractor's company. Therefore you maybe ersonall liable for the worker com enation in'uries of any person allowed to work underthis permit. Please check with your insurance carrier since most property insurance policies DO NOT cover this type of liability. BY SIGNING BELOW YOU ACKNOWLEDGE THAT YOU HAVE READ THIS NOTICE AND UNDERSTAND ITS CONTENTS. Owner Contractor Print Name: al V' Y l L t �ry� Print Name: �5�' o pOfR Signature: �' Signature: o o� o ma=� State of Florida) State of Florida 3. County of Miami -Dade) ) 6 County of Miami -Dade) a W Sworn to and sub cribed before me this 27, rn Sworn t,7d subscribed before me N day of Ay ' , 20 l °� `� N day of� 20 3 �F •No � d By �. (SEAL 4 (SEAT ) TypeofIdentificationt)roduced T___ _r.�__.• ._ —__ Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Permit No: AC) l y� 91 t Structural Critique Sheet Page 1 of 1 d,.ni. 0-4.l STOPPED REVIEW Plan review is not complete, when all Items above are corrected, we will do a complete plan review. If any sheets are voided, remove them from the plans and replace with new revised sheets and include one set of voided sheets In the re -submittal drawings. Mehdi Asraf Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-232785 Permit Number: RC -8-14-1843 Scheduled Inspection Date: April 21, 2015 Permit Type: Residential Construction Inspector: Rodriguez, Jorge Owner: MARVIN R LIST 81 MARIA T MANERBA, M OVIE D 1 ICT 4 MADIA T MAAICDDA Job Address: 9929 NE 4 Avenue Road Miami Shores, FL 33138 - Project: <NONE> Inspection Type: Final Work Classification: Alteration Phone Number (305)858-0204 Parcel Number 1132060171280 Contractor: BLANCO DESIGN INC Phone: (954)243-8197 Building Department Comments INTERIOR REMODEL, REPLACE WINDOWS + DOORS, NEW KITCHEN REPLACE BATHROOMS, REPLACE PLUMBING CONNECTIONS, REPLACE LAUNDRY, NEW LIGHTING. INSPECTOR COMMENTS False Inspector Comments Passed CREATED AS REINSPECTION FOR INSP-232060. CREATED AS REINSPECTION FOR INSP-218371. Repair sidewalks Replace sod Failed Correction ❑ Needed Re -Inspection ❑ Fee No Additional Inspections can be scheduled until re -inspection fee is paid April 20, 2015 For Inspections please call: (305)762-4949 Page 36 of 56 AA26002444 RARCHITECT, INC. March 10, 2015 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Maimi Shares, Fl. 33138 Re: Permit Number: RC14-1843 Proposed Interior Renovation For: Mr.Marvin List & Ms. Maria Manerba 9929 N.E. 4`b Avenue Miami Shores, Florida 33138 Dear Sir or Madam. This office finds the following attachment methods of the impact resistant sliding glass door (indicated as 102) to the structure acceptable and do not have any objections. Please attach this to your records. Please call or email this office if you need additional info rmatian Suicerely; Ralph E'Cattr R.A AR95832." 303.5 S.W. 131' Avenue, Miramar, Florida 33027 Phone: 954-592-2841 Fax: 954-392-7502 Email: rtait@bellsouth.net AA26002444 ONE OC 8g;,y7 '1 N., RREHITECT, INC. January 7, 2015 Miami Shores Village Building Department 10050 N.E. 2nd Avenue Maimi Shores, Fl. 33138 Re: Permit Number: RC14-1843 Proposed Interior Renovation For: Mr. Marvin List & Ms. Maria Manerba 9929 N.E. 4t" Avenue Miami Shores, Florida 33138 Dear Sir or Madam, This office finds the following attachment methods of the wood buck to the building's structure acceptable and do not have any objections. Windows: 2"x 4" P.T. wood buck to the masonry using 3-1/4" long tapcon screws spaced at 6" o.c. max staggered. Please attach this document to your records. Please call or email this office if you need additional information. Sincerely: Ralp Tait, R.A AR95832. 3035 S.W. 131' Avenue, Miramar, Florida 33027 Phone: 954-592-2841 Fax: 954-392-7502 Email: rtait@bellsouth.net • MIAMI•I]tADE MIAMI-DADE COUNTY NOW,, 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) www.miamide e.�ovbera! Amarr Garage Doors 16S Carriage Court Winston-Salem, NC 27105 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 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 A13J (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: Model 1200 Heritage & Oak Summit 3000 Steel Sectional Garage Door up to 1614" Wide APPROVAL DOCUMENT: Drawing No. IRC -1216-175-26-I, titled "Model #1200 Heritage & Oak Summit 3000 Short, Long, Flush and Oak Summit Panels", Sheets 1 through 3 of 3, dated 05/08/2007, with revision B dated 12/05/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, 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 Produot Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: A permanent label with the manufacturer's name or logo, 3800 Greenway Circle, Lawrence, Kansas, model number, the positive and negative design pressure rating, indicate impact rated if applicable, installation instruction drawing reference number, approval number (NOA), the applicable test standards, and the statement reading `Miami -Dade County Product Control Approved' is to be located on the door's side 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 been no change in the applicable building code negatively affecting the performance of this product. 0000 TEERMINATION of this NOA will occur after the expiration date or if there has been P revision or cliangeA the 0 0 0 0 0 0 materials, use, and/or manufacture of the product or process. Misuse of this NOA as an enaossement of aril esoduct, for •' sales, advertising or any other purposes shall automatically terminate this NOA. Failure toscomPly with any saclion of....:. this NOA shall be cause for termination and removal of NOA. 000000 0 0 0000.. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade CountyMSt*da, andfdlowed by the expiration date may be displayed in advertising literature. If any portion of the NOA is diseNa0 d, then it shall be dories 0 : • . . . .. . 0000. in its entirety. ..' • • • .. • INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacture► os its distribxtors and .' shall be available for inspection at the job site at the request of the Building Official. @f.0:* . 0000.. This NOA revises and renews NOA # 07-0706.03 and consists of this page 1 anctevillepce page E-1, as wpu as approval document mentioned above. 0 0 0 . 0.0 • • The submitted documentation was reviewed by Carlos M. Utrera, P.E. "" NOA No. 12-0228.02 M aC0UNW 1041 Expiration Date: September 6,2017 • • • • • • j2 Approval Date: May 3, 2012 Page 1 0000 .. . ... . . 0000.. . . . . 0000.. 0000.. .. .. . .. 0000.. 00 . 00. .. 0000 . .. 0000. . 0 0 0 . 0000 .. 0000.. 0000.. .00.00 .• 0 0000.. .. . .. . 0000 0000.. *000 Amarr Garage Doors NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. IRC -1216-175-26-I, titled "Model #1200 Heritage & Oak Summit 3000 Short, Long, Flush and Oak Summit Panels", Sheets 1 through 3 of 3, dated 05/08/2007, with revision B dated 12/05/2011, prepared by Amarr Garage Doors, signed and sealed by Thomas L. Shelmerdine, P.E. B. TESTS 1. Test report on Evaluation of Painted or Coated Specimens Subjected to Corrosive Envir6nmeats,:pa pa.AS.TM. 11.1.654: &. ASTM,B11:7,. prepared.byArchitecttwal,.Tessting, Inc., Test Report # A7420.01-106-18, dated 04/12/2011, signed and sealed by Joseph A. Reed, P.E. 2. Test report on Forced Entry Test per FBC, TAS 202-94, prepared by American Test Lab, Inc., Test Report # ATLNC 0912.01-11, dated 10/13/2011, signed and sealed by David W. Johnson, P.E. "Submitted under NOA # 12-0228.09" "Submitted under NOA # 07-670003" 3. Test report on Large Missile Impact Test per FBC TAS 201; Uniform Static Air Pressure Test per FBC TAS 202 and Cyclic Wind Pressure Test per FBC TAS 203 for a 16' x 7' sectional- steel- garage door,-preparec%by-American Test -Lab; Inc., Test Report # ATLNC 0501.01-07, dated 06/06/2007, signed and sealed by David W. Johnson, P.E. 4. Test report on Tensile Test for 3 Samples per ASTM E 8, prepared by Hurricane Engineering & Testing Inc., Test Report # HETI-07-T709, dated 05/30/2007, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchorcalculations prepared by Structural Solutions, P.A., dated 02/09/2012, signed and sealed by Thomas L. Shelmerdine, P.E. D. QUALITY ASSURANCE 1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA) . . sees 0000.. E. MATERIAL CERTIFICATIONS e • • • goes** • • 1. Test report on Surface Burning Characteristics on the expand�b l j j ystyreM UL file V' e e • • R11812. ••e • sees .. sees.. sees . .. sees. F. STATEMENTS• • sees.. .. . sees. 1. Statement letter of code conformance to 2010 FBC and no finamiarmtereat issued by • • •; • Structural Solutions; PA., dated 04/18/2012, signed and sealeAT 0 s L. • • • • e 0 Shelmerdine, P.E. -os, • . 0 see 12P..... Carlosshfi U rera, P.E. Produet Control Examiner NOA No. 12-0228.02 Expiration Date: September 6, 2017 Approval Date: May 3, 2012 E -1 •••••• •••• • • •••••• • •• •••••• • 0 00 *000 ••••• •• • •••• ••••• • •• •••••• •••••• •• • •• •• • •••••• • • • • a1/EMX 1804 ATTACHED V/CE HEX HEAD SCREW AT EA 0`6 0) UNDER EACH HINGE IN a VOM X 18 GA. CB' R-TRUWD ACHED V/C® V4• X 3/4' livuHERB SCREVS AT ENDSTILE8 AND UNDER EACH MR DMI BACK SKIN TYPICAL TOP FIXTURES 1 H.T.S. TYPICAL DURASAFE CENTER HINGE/ 7 \ am LOCH SAM INTO VERTU N.Ta G TRACK ON BOTH SIDES 9/8' NDN DMAAM14 M CTDD7W10NB TO SFSC 3803-& (SNAP LATCH. OR LOCK BAR UpT)ONAU ATT V/CIO VM x 3/4MEx HEAD SCREWS v4' - TYPICAL M RASAFE END HMEM • . .. - N.T.S. 0) 13 OA CORPOERCIAL TOP i- + 18111. B 3/8' X 3 VY RACKERPLATE ` V/C4) 1/4' X 314' FIXTURE ATTACHED V/ GV Va' x3/4' IIEX IIEAD SCREWS TED ON= SKIN AT EACH ENDSTD.E AND CENTER STELE 1401 DURASAFE ROLLER FRONT K SI 27 tDB16' Im4i B' BACK 1 B7GA 18181 ADJISTRHLE SLIDE -x IET ATTACHED V/� VM z VE' I SISI• CARRIER ATTACHED TO END STILE C V/RAKED ON POLYESTER FINISH ELT AND NUTS MENTS �] 3 MVN G DURASAFE H HEf HD 'x 3/4' HEAD SCREWS PFR CARRIER CFC -FREE EXPANDED ,ARITY .•. CARRIER. e' ID BALL STEEL SB' ATTACHED V/ CD CENTER HINGE ATTACHED .. POLYSTYRENEBSULATIO)l SISI ... _. .. . ... .. ... WeCENT ll V4' x 3/4• �j\,.�-�� .... B• R-TR.1.31 3 ATTACHED tS • ImI 16111 SCREWS 1KR )EGA DURASAFE LER \ / I Y Ilia11\ 14 fd IlIIRaCAf¢ S ✓4pK� beim: HEA�mSCRE�VE TYPICAL DURASAFE CENTER HINGE/ 7 \ am LOCH SAM INTO VERTU N.Ta G TRACK ON BOTH SIDES 9/8' NDN DMAAM14 M CTDD7W10NB TO SFSC 3803-& (SNAP LATCH. OR LOCK BAR UpT)ONAU ATT V/CIO VM x 3/4MEx HEAD SCREWS v4' - TYPICAL M RASAFE END HMEM • . .. - N.T.S. • • ATTACHED ` V/C4) 1/4' X 314' 1•AO CR AT END SCREWS AT CENTER aHD OO) ACCROSS HICK ET I\ SPAN AT AND BETVEEN 13 BAAT BETWEEN 13 BA X • SISI• 3/4'11 CENTER 1DNUE LOCATIONS o Vn41 INTO BACKm HEX HEAD SCREWS • • MENTS �] 3 MVN G • • ZRNASAFE SRMLER • • ,ARITY .•. CARRIER. e' ID BALL STEEL SB' ATTACHED V/ CD • .. 87111 HURRICANE ROLLER V4' X 3/4' HEX SISI ... _. .. . ... .. ... W/ 7.1 RETADNER FDR HEAD SCREWS SISI .... KIN -THREADER SWIFTS • • TYPICAL BOTT@I BRACKET�� SISI• I N.Ta LARGE MISSILE T IMPACT RESISTANT � a _,�• 3P_,D�. 3'_ID�. A 16'-0' MAX MTERIOR OF GARAGE I INSIDE ELEVATION e¢E N.T.S. MAX. pRDiH 78'0' SPECIFICATIONS AND NOTES MEND 1. ALL THE LOAD FROCK THE DOOR IS TRANSFERRED TO THE VERTICAL TRACK, DE FROM THE TRACK THE LOAD IS TRANSFERRED 70 THE VER C& JAMBS. JAMB DESIGN LOADS ® TIn RANSFERRED FAL JAMB E�D� RECEIVES NO PORTON OF THE LOAD -I ,,,4180 UBS SEE N071S 1 2 EACH CAL JAMBS MA)MM DESIGN LOADS OF: �HARDWAREBWILL LAS STOP 3/4' MDL V/ FLE�EAL 2 X 8 SOUTHERN YELLOW PINE DOUR! BE DESIGNED. MANUFACTURED AND INSTALLED STANDARDS A5 SET OASMA R SUIERr ��WI PLF6INSTAYLER) • • • • (NM 2 OR BETTER) OW • • • BFOR)iH . EXTERIOR SIGN NS ROLLED FORMED.. W1 SARGD ON POLYESTER FINISH ,n,*� � 3- GA OALV. • • • • 71 0.UED B. DOORS UPTO 7'0'190H CONSIST OF (4) SECTIONS AS SHOO. • • • • • RDGSHR TOP AND MM13M Bl� USE (1) 8.9' R -TRUSS PER SECTION AND (1) S' 209A STRUT ON BIK SECTION • • • • 43r4EACI6 STRNE LOCA 8, DOORS OVER (4) SECTIONS REFER TO TABLE 1 7. SUPPORTTNO STRUCTURAL EiMENTS SHALL BE DESIGNED STEEL7RpCR Y RROINEBS PROFESSIONAL AMI�N L .. - '�TRACIC OB. 3' INDIBY CATED ONN�THS O 1HERD LOOA�DING& F tri 14" DURASAFE ROLLER & THIS APPROVAL REOUM THE MANUFACTURER 70 DO TESTING OF ALL u ATTACHEDCARRIER R -TRUSS 70 FABRICATEOF2EELS UNDER THIS NOTICE Or • • r W (3 1 ACCEPTANCE A MIIffiWN SPIMES SHALL BE OR FROM EACH COIL _� HDI WAD SCREWS ' • is dd B 1/8M X IB GA. t S. AND 10an TESIEO ACCORDING TO ASTM E-8 BY A DAVE COUNTY APPROVED LAB SEIEOTED AND PAID BY THE MANUFACTURE% EVERY 3 ( • • • • NH k MONTHS, 4 TIMES A YEAR, 'CIE MANUFACTURER SHALL MAR TO THIS OFFt : • • • • • • • • • • • • • • • A COPY THE TEST REPORTS VM CONFIPodATON THAT THE SPECNMM BERE SLIECTED FROM COILS AT THE MANUFACTURER PRODUCTION FACILTES LS �ro Sm B • • • TRACK MOUNT4 DE?AIL � YIELD STRENGTH TARM � OO PNENT S OR MANUFACTURER SHHALL�BE � MAW N.T.S. DOOR PANELS FOR DADE COUNTY UNDER THIS NOTICE OF ACCEPTANCE. IR SISI• • • • • SISI• • • • • • SISI• • • • • • • • • • • • • • • SISI SISI • • • SISI SISI SISI• • • • SISI• • • x r <.� r .0.. .. . 0000 . 6 . 0000.. 0000.. . . . . 0000.. . . ..0..6 . 6 •• 0. • •• 0000.• • . • 6 • 0000. • •• 0000• • 0000 • ••• 0000• • • . • • 0000 00 0 •0066• 00009 0 • 60000• 06 • 0006•0 •. • 06 . . • • • . • • 0000 0000.. • 13 GA. FLAG BRACKET ATTACHED TO WOOD JAMB W/ (3) 5/16 DIA. X 1-5/8' LAG BOLTS AND TO TRACK W/ (4) 1/4'-2D x 5/8' TRACK SPLICE BOLTS AND NUTS SPLICE TRACKS AT THIS LOCATION W/ (4) 1/4'-20 TRACK SPLICE BOLTS 6 NUTS SECURE TO JAMB WITH (3) 5/16' D1A, x 1-5/8' LAG BOLTS (D 5/16' DIA. x 1-5/8' LAG BOLT ATTACHED TO JAMB AT EA. JAMB BRACKET 12 GA, GALV. STEEL JAMB BRACKETS ATTACHED W/ (1) 1/41-M x S/8' TRACK SPLICE BOLT & NUT SEE (TABLE 2) FOR — • JAMB 4BRACK" SPAC" • • STANDARD :RotK I NFIjiUl t1'ION•F•OR Ij:6'•r TQ If TALL DOORS N.T.S. • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • WOOD JAMB ATTACHMENT TO STRUCTURE sn6 % 3 LAG scREvs'STARTING 6' ENDS TIEN IP' D.c. 0 I/2' EMBEDMENT) L. Y 6 VERTICAL . ATTACHMENT TO P.000 PST CONCRETE HILTI KVDC MILT 3/8' % 4' STARTB(G -6' FRGN-ENDS THEN 24' 0.C. (2 1/2' EMBEDMENT) HD.TI SLEEVE ANCHOR 3/(' X 2-3/4• STARTING 6' FROM ENDS THEN 10. 0.G G 1/4' EMBEDMENT) ITV/RAMSET REDHEAD (TRU-BOLT) 3/B' X 4• STARTING 6' FROM ENDS THEN RV O.C. (2 I/2' EMBEDMENT) B X 6 VERTIC4L JA_N8 ATTACHMENT TO HOLLOW C- 8 eCK SINPSON 1/4' X 3'TITEN SCREWS STARTING 6' FROM ENDS, USE PAIRS OF FASTENERS (3' APART) AT S' O.C. (I 1/2' EMBEDMENT) HILTI 1/4' X 2-3/4' KVIK-CUN 114 SCREWS STARTING 6' FROM ENDS, USE PAIRS IIF FASTENERS C3' APART) AT Ir Or Q 1/4• EMBEDMENT) [ SLEEYE ANHOR 3/B' X 2-3 4' STARTING 6' FROM ENDS THEN 12' O.C. tl 1/4' EMBEDMENT) COR, USE FASTENERS FOR HOLLOW C-80 BLOW ■LAGS AND BOLTS CAN BE COUNTERSUNK TO PROVIDE A FLUSH MOUNTING SURFACE. aMPARATION OF WOOD JAN3SS 9Y OTHERS STRUCTURE SCONCRETEEE S UCTURE GROUTED BLOCK STRUCTURE /V J3 I-1/2' NINA AVAUBIE TRACK 4MVIOUAA7" L& IV I mum WREN I= 191 A 2PASD 88a 8 1/110 CBf e 1 MIM 10 OD Imo[top' In MM SIZE No DESIGN LOADS N *� iiY1✓ +48.0 PSF -320 PSP -p�, STATIC OF LARGE MISS F 'Pn%.� RESISTANCE 188 CAMON COURT V8817OR-Sa.al6 NG 21105 WWAWRM MODEL #1200 HERITAGE 3000 MODEL X61200 OAK SUMMIT 3000 SORT, LONG, FWSS & OAS SUMMIT PANBIA a I MR BY =I Im wig Mm B Gab® ar BD BATE s IRC-1216.175-Zfi-1 BRIBER DI W L 9LMK PE M W 80(8578 I BW 2 BF 3 900. e .. . 0900 . SSSS.. ...... . . S S SSSS.. S .00... 0 . s. 9. . S0 ..9o.. 9 . . . S SSSS.. .. . SSSS. . . SSSS . . . SSSS. s . . SSSS .. Soso. :Soso: .5.00• s• . 0909.0 . 9 . . SSSS .00.00 S S 905. e 7 REVIEWED REVISE AND RESUBMIT REJECTED FURNISH AS CORRECTED @srpwtions or Comments made on the shop drawings • • • • • • durkSlhis revi®vv do sot relieve the contractor from • • oompliance w1h &"Iquirements of the drawings and REVIEWED REVISE AND RESUBMIT REJECTED FURNISH AS CORRECTED @srpwtions or Comments made on the shop drawings • • • • • • durkSlhis revi®vv do sot relieve the contractor from • • oompliance w1h &"Iquirements of the drawings and ••+••• spe*0ations.'Wr,61jeck is only for review of general • 6 coiaformance `JC &Wesign concept of the project and •"�: gpnerAcompliqW%lvith the information given in the • • • • • *Wt4 docudi%%1J.,The contractor is responsible for: '..:•. ronWng angiyl;riliting all quantities and dimensions; %.6 6 %gJec*g fabrlt"%processes and techniques of • • copstruction; coordinating his/her work with that of all 0 • * • 0 • • 00.00 gther trades; ad4perfirming his/her work in a safe and . •31i ,�.rtory maramer. :*6000 ••6000 0 • 0 • • • OWph Tait Architec%Inc. • Date• By: �� J .e.. �. 1 .eo. . .. ...... . . . . ...... .. . .... ..... . f. ...... foes. o. . .... .. 9 .0000. 9.9009 . 00 .o.o.o 00 . .. 000000 00000000 . . J a �. 1 t 1 ` RawmMum MIAMI -DADS MIAn^II DADE COUNTY f 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 (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wwv miamidade.eov/eeonomv Eco Window Systems, LLC 9114 NW 106 Street Medley, FL 33178 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: Series "Eco—Guard 500" Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUM, NT: Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision C dated 01/11/13, 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: Large and Small Missile Impact Resistant 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", unIQ!6%Qtherwise noted herein. 6 6 ...... ... 000 RENEWAL of this NOA shall be considered after a renewal application has beeil'lilell and Jftft W been • • no change in the applicable building code negatively affecting the performance of'tM; * * duct, 9660. TERMINATION of this NOA will occur after the expiration date or if there has 1"M a revision Qr chanad' •' in the materials, use, and/or manufacture of the product or process. Misuse of this, NOX as air e'h rsemexl 6.. of any product, for sales, advertising or any other purposes shall automatically ti~rt hr4e thiseeNPAy Failure : • • • to comply with any section of this NOA shall be cause for termination and removdl'of NOA. • • • • • • ; • ADVERTISEMENT: The NOA number preceded by the words Miami -%de' 6t{ounty, Florida, aq4.„. followed by the expiration date may be displayed in advertising literature. If any portion 8f lRd'NOA is .. displayed, then it shall be done in its entirety. *00 9 6 9 6 6 99990. 6 INSPECTION: A copy of this entire NOA shall be provided to the user by the manu't' Irer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12-0223.27 and consists of this page I and evidence page E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 13-0206.07 Expiration Date: May 19, 2016 Approval Date: May 02, 2013 Page 1 00•• .. 0000 0000•• • • • • 0000•• 0000.• • • • 9• .. • •• 0000•• • . • • • 00.000 •• . 0••9• 0000 • •9 00000 • • • • • 0000 •• • • • 0000•• 0000•• • • • 960.• 6• 0•9 0000•0 •• • .• • • 0 *000 *00000 •.9• Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die -drawings and sections. 2. Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11 with revision C dated 01/11/13, prepared by Al-Farooq Corporation, 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) Water 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 24113.2. 1, TAS 202-94 along with marked -up drawings and installation diagram of a casement window, prepared by Hurricane Engineering and Testing, Inc., Test Reports No. HETI-10-3140, HETI-10 3141, HETI-10-3142, HETI-10-3143 and HETI-10-3144, dated 12/29-30/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA#11-0309.46) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBG -2007, prepared by Al Farooq Corporation, dated 03101/11, signed and sealed by Javad Ahmad, P. E. (Submitted under NOA#11-0309.06) 2. Glazing complies with ASTM E1300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) ."". . sees sees.. E. MATERIAL CERTIFICATIONS• • s s • sees.. ... sees.. 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont Aouniours &Co., Ino. for their "DuPont Butacite® PVB Interlayer" dated 09/08/1 to oniring pi n 12/11/160 • sees . .. ..... F. STATEMENTS "0 0 0 0 0 1. Statement letter of conformance, complying with FBC-2010, a;�of no finan7jial • • . s interest, dated January 27, 2012, signed and sealed by Javad Ahnk(t P.E. sees % (Submitted under previous NOA#12-0223.27)� s e s e e • .. sees.. G. OTHER 0.00 1. Notice of Acceptance No. 12-0223.27, issued to Eco Window Systems, LLC for their Series "500 ECO -Guard" Outswing Aluminum Casement Window- L.M. ", approved on 05/03/12 and expiring on 05/19/16 M anuellP xa n . Product Control xamin �r NO, No. . 7 Expiration Date: May 19, 2016 Approval Date: May 02, 2013 E-1 i I� .... . 0.0.00 . . .. . .. . . .. 0000.. 00.00. .....• .. 0000 0000. .. . 0000 0000.. .. . .. .. .0.... .0.000 . . . . 0000.. 0000.. . . 00000 0000 .. i I� 1/8' TEMP. (BASS 3/8' AIR SPACE 4�UTOACI�TE ". GLASS 1/8' HEAT STREN'D. GLASS ER .090 INTERLAYER BY 'DUPONT' BUTACITE PVB BY 'DUPONY NE STREN'0. GLASS 1/8' HEN STREN'D. MASS SILICONE ON ORKING 899 � CORNING 898 p . 19 SEi71N6 BLOCKS AT MSIIL. LAM. GLASS NOTCH GLAZING BEAD LEG _ TO CLEAR BLOCKS GLASS TYPE 'AGLASS TYPE 'AA' GLAZING OPTIONS ECO—GUARD SERIES -500 TYPICAL ELEVATION ALUMINUM OUTS{TING CASEMENT WINDOfY �p� APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE UPTO COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER En9r. 3�gAINO PRODUCTRBVLSBD WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DARE COUNTY APPROVED MULLIONS IN BETWEEN. 8"50-8 LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. • • • • • • • • • • • • 0838 Code Anlcceplmt Na :� 0 $CIml U318�jj�5r' THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO•CMPLY X�p((11 T t• • 0.0 • • REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLU8N� HIGFI. CIT: • • • • • HURRICANE ZONE (HVHZ). • • • • • • • • • • • • WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER AND FLORIDA BUILDING COMMISSION LOADS TO THE STRUCTURE. DECLARATORY STATEMENT DCA05-DEC-219 ANCHORS BE AS SPACED AS SH0jVN ON p ANS EMBEDMENT TOLBASE MATERIAL SHALL BE BMJ WALL'OPSING Of gULe& • • • • • • • ANCHORING OR LOADING CONDITIONS NOT SHOWN! IFi•THESO DETAILS ARE • • • • • NOT PART OF THIS APPROVAL. • •• • • • • • • • A LOAD DURATION INCREASE IS USED IN DESIGN OF •9NCH•RS INTO WWW ONLY'. • • • • • • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA SLOG. CODE SECTION 2003.8.4. • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1. 8 POINT LOCK THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. TYPICAL ELEVATION WOW. HEIGHT �p� UPTO AT SASH En9r. 3�gAINO PRODUCTRBVLSBD 28" 8"50-8 FIA PE 0 70582 m complying Leith lbe FWdaCAM. 8"83' 0838 Code Anlcceplmt Na :� 0 $CIml U318�jj�5r' iN38-3 79' NOTE: drawing no. —05 MAXIMUM DESIGN LOAD RATING = + 70.0 PSF AND FLORIDA BUILDING COMMISSION (FOR S1ZE5 SHOWN OR SMALLER) — 75.0 PSF THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. L� En9r. 3�gAINO PRODUCTRBVLSBD FIA PE 0 70582 m complying Leith lbe FWdaCAM. 0838 Code Anlcceplmt Na :� 0 $CIml U318�jj�5r' NOTE: drawing no. —05 CLASS CAPACITIES CAPACITIES ON THIS SHEET ARE M.. P.odua BASED ON ASTM E1300-04 (3 SEC. GUSTS) ' toil,W11 AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 shoe 0000 .. 0000 s . • 0000•• 0000.• • • • • 0000•• 0000.• • • • .. .0 • •0 •0.0.0 4 6 • • • 000000 •• • 0000• • 4 0000 • •• •0000 0000 •• • • • 0000.• 0000•• • • • • 040.0• 4. 6 0096•6 .. • •• • • • • • • • 0000 000000 TYPICAL ANCHORS WOOD BUCK FOR PACING O a 0 a 9 IMIAAO—DADE COUNTY APPROVED IMULUON & MULLION ANCHORS ,SEE SEPARATE NOA TYPICAI FC WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. TYPICAL ANCHORS SEE Em. FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4" DIA. TAPCON BY 'ITW (Fu=120 KSI, Fy-82 KSI) AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1/4" DIA. ULTRAWN BY 'ELCO' (FU -177 KSI, "185 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8' MIN. PENETRATION INTO WOOD THRU 18Y BUCKS INTO CONC. OR MASONRY 1-1 /4' MIN. EMBED INTO CONIC. OR MASONRY DIRECTLY INTO CONIC. OR MASONRY t=ll'e MIN. EMBED INTO CONC. OR MASONRY 414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ,#12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRs) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. (NO SHIM SPACE) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY a 2" MIN. INTO WOOD STRUCTURE - 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. 17 • • •I • • • • • • • CONCRETE AT HEAD, SILL OR JAMBS VC - 3000 PSI MIN. • • • • • • • tII C-90 HOLLOW/FILLED BLOCK AT JAMBS fm- 2000 PSI MIN. LXu • • • • • 18 4a . . .a t 000 e• ..••• ••• .. i.. -•:. a i • • :.• 4. sEE�iEv. • • • ,. FOR SPACING VIDOD E TIhCAL AIICHC)RS ` SEE ELEV. FOR PACING Eng, JAM ANMMPRODUCT'RRVISHD CML moomplyingwith the TW43 FtA PE $ 70992 DUIlding Coda PoPo AcRdil]8CINo .I innion Data lb Mlam do Pmdual Control: 5 2013 0000 .. 0000 0000.. 0000.. .• •• . •• •00.f• . • . • • •0000• .. . 00000 0000 • •• •.00f .00..• 0000.• • • • • 009.0• •• • 0600:0 •• • f• f • • • • • • • 0000 000000 . • y ih a data oz -23-» Ions' 5-500 ALUM OUTSWING 09MEM WDW. (LM.L) J AL-FAROOQ CORPORATION a E o o4.z7n acv EER cmawm ECO WINDOW SYSTEMS. LLC. BNGINEW PRODUCT DEVELOPMENT f 123$SW. 67 AVEA o s jou3l.121 NO CWXSE nm SHM 9114 N.W. 106 STREET MUNI, FLOwoA 3sa.74 a. y ruaao c 101.11.131 Nnauc aonaess acvMEDLEY, FL 33178 TEL(306)26"109 PAX.(3o8)28Z6978 C" (�j1 ? w yy M(305) 885-9299 FAX (305) 885-8802 COMP-ANL\W11-05ECO 0 . 0• • • 0000 • 0000• • • 0000•• 0000• • • • • •0000 0 •• • •• • • • • 0000 • •• ••• • • 0000 •• • •• • • • • • • •• •• •••00 • 00000 • •0 ••• • • • • •0000• ••0• • • 0000 y ih a data oz -23-» Ions' 5-500 ALUM OUTSWING 09MEM WDW. (LM.L) J AL-FAROOQ CORPORATION a E o o4.z7n acv EER cmawm ECO WINDOW SYSTEMS. LLC. BNGINEW PRODUCT DEVELOPMENT f 123$SW. 67 AVEA o s jou3l.121 NO CWXSE nm SHM 9114 N.W. 106 STREET MUNI, FLOwoA 3sa.74 a. y ruaao c 101.11.131 Nnauc aonaess acvMEDLEY, FL 33178 TEL(306)26"109 PAX.(3o8)28Z6978 C" (�j1 ? w yy M(305) 885-9299 FAX (305) 885-8802 COMP-ANL\W11-05ECO a J fl a U 1/4' MAX � ---------- ---------- li m�i izo MA a � a �I I I I ° • a e 'v a — ° — o o' • ••••• •• • •• •• •••• • •• •••••• •••• •• • •••• • ••••• • •• •••••• ••••• •••• • • •0 a J fl a U 1/4' MAX � a aaa o2-zs ttrevs ons: S-5DO ALUM OUMMO �D910 may. (�) AL-FAROOQ CORPORATION' s� a4n.,, aEv coeomas ECO WINDOW SYSTEMS. mTw LLC. ENG(NEERSd.PRODucI DevELOPlw6(i e ou,.,z Ho o+nxce ms SHM 1235 S.W. 87 AVE 1 er. ey wand a m.,,.,s lennur aotr�ss lav 9114 N.W. 106 STREET I O"L FLORIDA 33174 ` MEDLEY, FL. 33178 'IEI..1soM26401M FAJL/�z 73 ( e„( ,,� m (3os) ess-szss Fax t�os) ass-ssae COW-ANL\w11-osEC ---------- ---------- li m�i izo MA � t A.4$ p I I I �I I I I a aaa o2-zs ttrevs ons: S-5DO ALUM OUMMO �D910 may. (�) AL-FAROOQ CORPORATION' s� a4n.,, aEv coeomas ECO WINDOW SYSTEMS. mTw LLC. ENG(NEERSd.PRODucI DevELOPlw6(i e ou,.,z Ho o+nxce ms SHM 1235 S.W. 87 AVE 1 er. ey wand a m.,,.,s lennur aotr�ss lav 9114 N.W. 106 STREET I O"L FLORIDA 33174 ` MEDLEY, FL. 33178 'IEI..1soM26401M FAJL/�z 73 ( e„( ,,� m (3os) ess-szss Fax t�os) ass-ssae COW-ANL\w11-osEC 0 FRAME HEAD/SILL/JAMB `J VENT 579 ��3 oas 1.047 GLAZING BEAD (LAM. GLASS) -moi 033 .045 t.vz ® GLAZING BEAD (INSUL. LAM. GLASS) �.245 iI .120 .720 d .720 I� SNUBBER -.VENT rm PART QUAFITIPY DESCRIPTION MATERIAL MANP./SUPPLIBR/119MRRR8 1 E801 4 FRAME HEAD/SU/JAW 8093-T8 - 2 E502 4 VENT 8003-78 .500 3 FYI08 AS REM. GLAZING BEAD (IAM. GLASS) 8083-T8 - 3A E505 AS RECD. GLAZING BEAD (INSUL• LAM. CLASS) 6063 -TB - 4 ENS AS REOD. SNUBBER - VENT. FULL LENGTH 6093-78 FLUSH FRAME ADAPTER 4A E509 AS REO0. SMBSER - FRAM FULL LENGTH 8083-78 STAINLESS STEEL KEEPERS #31964.92 AT VENT s EWS OPTIONAL SCREEN FRA1dE SOS3-T5 - 7 010 x 1-1/4' As Rmix FRNAE AND VENT ASSEMBLY SCREWS - H WH SMS a 0203 AS REQO. BULB WEATHMORIPP9TO. OUROMEIER 85 SANTOPRENE ULTRNFAB 9 E203 AS REOD. GLAZING BEAD BULB, DUROMETER 65 SAMOPRENE ULTRWAS 10 35.12.00.400 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH, INSTALLED WITH (2) 010 X 5/8' SDS 11 1309&92 1 MULTI POW LOCK SYSTEM MW TRUTH 12 - 8/ VENT KEEPER STEEL - 13 - 1/ VENT ROTO OPERATOR ZANAX/STL YMM 14 PSI40-SS 2/ CORNER FRAHE/VENT CORNER KEY Sr. STEEL - 15 PY120 AS REOD. FLUSH FRAME ADAPTER 6083 -TB OPTIONAL 18 • •• •• • • • 3 ANTI SAO SKATE NYLON M&M PLASTICS 1T 01G X t-1/4' 2/ SKATE FN SDS SKATE SCREWS - 18 AS READ. FH SMS SWABER SCREWS IN PAIRS 2' APART, PAIRS SPACED AT 7-3/4" O.C. 19 - 2/ UTE SETTING BLOCK 3/18° X 3/4• X 4" LONG_ NEOPRENE AT 8' FROM EACH END, GLIMMER 69 20 FLB-50 GLASS SPACER - 1/8' HIGH SILICONE FRANC LOWE J v c� n a O o_ 01 5 z 3i i g� Z w y W rnT 9r. JAVAD ARM PRODUCT RHVL96D •° FLA' PE 70592 elm 8°c mptykwwhht6oPfm11i1d9 Bmlding Codd j�7 gg CAN. C`vgmt p L(!f{? $ ty / • � 5 201 t IWW a Product Control drawing no. W 11-05 SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE-MOREHEAD SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. 2.966 .062 LOCKS: .500 69 MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' AT FRAME JAMB LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL 2.611 FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. t5 LOCK BAR SECURED TO JAMB WITH LOCK GUIDES #33489.00.0001 SPACED AT 12-3/4" O.C. MAX. FLUSH FRAME ADAPTER EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS 1.7so STAINLESS STEEL KEEPERS #31964.92 AT VENT EACH FASTENED WITH (2) #10 X 5/8" P FH SMS .493 SEE CHART ON SHEET 1 FOR QUANTITIES 1.750 HINGES: 4 BAR ST/ST HINGES #35.12.00.400 BY 'TRUTH' LOCATED AT TOP AND BOTTOM CORNERS WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS ••�3• • • • • • • • • •FASTENED • • i OPERATOR: O••• to • CO R :EY.* • • • • •SIU{�GJ�� ARM ROTO OPERATOR #52.13.012 BY 'TRUTH' • • •LOC`A'TED AT SILL END FASTENED WITH (6) #10 X 1" P PH SMS .245OPERATOR TRACK #30175 AT BOTTOM RAIL • •• ••• *00 FJISTENE;p WITH (2) #10 X 1" P PH SMS 0 • • • 160 �i •• •I• • SKATES: • a • •�t 256--I' • ANT *G UN1YL AW -SAG SKATES BY 'M&M PLASTICS' (2) AT LOCK STILE AT 6-3/4" FROM TOP/BOTTOM RAILS (1) AT BOTTOM RAIL AT 4" FROM LOCK STILE ® SNUBBER - glAff EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. W • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • J v c� n a O o_ 01 5 z 3i i g� Z w y W rnT 9r. JAVAD ARM PRODUCT RHVL96D •° FLA' PE 70592 elm 8°c mptykwwhht6oPfm11i1d9 Bmlding Codd j�7 gg CAN. C`vgmt p L(!f{? $ ty / • � 5 201 t IWW a Product Control drawing no. W 11-05 • • • • 0000.• 0000.• • • • so 00 00 0 . • • • 0009.• i• • e0.•e 0000• • .• •.f•0 • • • 0000 •+ •. s • 0000.• 0000.• • .00900 .• 0000•• .00.0. .. • •• s • • 0000 •.•..e • •.t• • 0000 • 0000 • • • 0000 • 0000 • • • • 0000 rn rn q o \ m�g , C j 3 a m,c oz -2a n revisions: 5-500 ALUM OUTMG CASEMEM WDW. (L.M.L) AL FAROOQ CORPORATION a a n0 o e escn on ENtiiNOM & PRODUCT DEVELOPMENT A 0427.,, Ho cxArx nus SHEET_ECO WINDOW SYSTEMS. LLC. 1235sw. 97 AVE f ,o a a+3+.12 NI 001,101 110 9i55'c 9114 N.W. 106 STREET MWMI, FLORIDA 33174 lO m. trr wuao c ,.n.,3 W&F. ADDRESS M. MEDLEY, FL. 33178 C TEL t308}2f43100 FAX (9t�2926979 Of a — TEL (305) M-5299 FAX (305) 885-5902 C0MP—ANL\W11-05EC0 00.0 • 0•00 • •• r• e • • ••e••• • 0000•• • 0000 •• • • • • • • • •• 0000•• • w• • •••• • • • • • • • •• 0000 • • • 00 .00• • • • to 000000 • • • 00 • • • • e••• e • • • rn rn q o \ m�g , C j 3 a m,c oz -2a n revisions: 5-500 ALUM OUTMG CASEMEM WDW. (L.M.L) AL FAROOQ CORPORATION a a n0 o e escn on ENtiiNOM & PRODUCT DEVELOPMENT A 0427.,, Ho cxArx nus SHEET_ECO WINDOW SYSTEMS. LLC. 1235sw. 97 AVE f ,o a a+3+.12 NI 001,101 110 9i55'c 9114 N.W. 106 STREET MWMI, FLORIDA 33174 lO m. trr wuao c ,.n.,3 W&F. ADDRESS M. MEDLEY, FL. 33178 C TEL t308}2f43100 FAX (9t�2926979 Of a — TEL (305) M-5299 FAX (305) 885-5902 C0MP—ANL\W11-05EC0 0000•• 0000 i • 0000•• • •• 0000•• 0000•• 00 oees 0000• •• • 0000 •9••• • •• 0000•• 0.090• •• • •• •• • • • ••9001 • • • 9 • • • 000• • •• • •••• 0000 • 000009 0000 • • • �,,jto .0000: • . REVISE AND RESUBMIT 0000• • •• • • JECTW::0 FURNISH AS CORRECTED 0000 0 •:0 6 .' Cp?ractions D; FDR tnents made on the shop drawings •:6"' '8uriAg this reAftAlb not relieve the contractor from 6 0 • . Compliance � gteth * requirements of the drawings and 0 • jWWcatiolts. Thisccheck is only for review of general ;.004; conftirmancg pith tie design concept of the project and • • • • Weral compliasw with the information given in the secewact documents. The contractor is responsible for: confirming and correlating all quantities and dimensions: Selecting fabrication processes and techniques of construction; coordinating his/her work with that of all other trades; and performing his/her work in a safe and satisfactory manner. Ralph Tait Architect inc. Dater I(k By: �fi sees sees.. • sees.. sees •. . . • sees.... . sees. . sees • .. ....0. sees.. • .. . . . . sees.. ..see. • • e . sees.. M IAM bE AHA11II-DADS COUNTY e PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SAV 26 Street, Room 208 BOARD AND CODE ADAnNISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) wmv.miamidade.aov/economy Eco Window Systems, LLC 9114 NW 106 Street Medley, 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 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 Flork6lou ilding Code, including the High Velocity Hurricane Zone. 000* •••••• DESCRIPTION: Series "Eco -Guard 300" Aluminum Fixed Window — L.M.I. • • • • • • • • -- - .sees. 00 0 060699 APPROVAL DOCUMENT: Drawing No. W09-20, titled "Eco -Guard Series -30Q Aatft Fixed Wdw. L.M.I. " sheets 1 through 5 of 5, dated 03/23/09 with revision C dated 01/11/13 d b Af- aro • 6 6 6 ( ) , g , pig Y . � g a Corporation, signed and sealed by Javad Alnnad, P.E., bearing the Miami -Dade Cout" Vroduct•Cotitrol • • • • • Renewal stamp with the Notice of Acceptance number and expiration date by the Nlia} r Dade Ouncy. ""' • Product Control Section. as .. .. . .. sees.. sees.. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant : ' : . . 0090 0 e 0006.0 LABELING: Each unit shall bear a permanent label with themanufacturer's tarWpr log8, city, state;....; model/series, and following statement: "Miami -Dade County Product Control Approved", unless Werwise • noted herein. sees 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 renews NOA# 13-0206.05 and consists of this page 1 and evidence pages E -i 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 Expiration Date: June 17,'2019 4 114- Approval Date: April 10, 2014 j4iPage 1 0000 .. 0000 0000.. 0000.. •. •• . •• 6090.. • . . . • 0000.. .. . 0000. 0000 . .. 0000. • • • • e 6666 •• • • • •699•• 00 0 • 0909.9 •. • 066090 •9 • •• • • • . . 9 • • Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTED 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 Javad Ahmad, P.E. (Submitted under previous NOA #13-0206. 05) 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 97 1/4" 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. Fant, P.E. (Submitted underNOA#09-0413.08) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 .00000 2) Cyclic Wind Pressure Loading per FBC, T4S Z83-94 .... ••••:• along with installation diagram of a 97 1/4" wide x 96 1/8" hili V -cc GuardAa?1es 300 '. .0,000 .. . 0000.. aluminum double fixed window, prepared by Hurricane EnginpV;rig & Testing Inc., • Test Report No. HETI-08-2192B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-04X3.08)0 • 0000 . .. 00000 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94'':": :'.0000 %. 2) Uniform Static Air Pressure Test, Loading pg, YPOC, TAS 28294 • • O ; : • 3) Water Resistance Test, per FBC, TAS 202-94 • : 0 0 0 0 0 0:0 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eoo Guai+d series 30G • • � • aluminum circular arch top fixed window, prepared by Huiricafle EBgineeri4g ft • Testing Inc., Test Report No. HETI-08-2193A, dated 01/15/09, signed antt'sealed by Candido F. Font, P.E. (Submitted under NOA#09 0413.08) 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 48 1/4" 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. (Submitted underNOA#09-0413.08) 5. 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 sealed andido F. Font, P.E. (Submitted under NOA#09-0413.08)/ Manuel Ppm- , ''.E. Product Control IExa ner NOA 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 (cowwuED) 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 1/4" high Eco -Guard series 300 aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2195A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted tinder NOA#09-0413.08) C. CALCULATIONS 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. (Submitted under previous NOA#12-0223.25) 2. Glazing complies with ASTM E1300-04 0000 D. QUALITY ASSURANCE "" """ 1. Miami -Dade Department of Regulatory and Economic Resourrpg .. ... (PR) • • • • 0 • * • 0000.. 000.0. P 0000.. E. MATERIAL CERTIFICATIONS • • • • • • 00 • 1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont D�emours & C., Ine.•: • • . 0000. .. 0000. for their "DuPont Butacite® PVB Interlayer" dated 04/11/1 S o eO poring ond2/41/16 • •� • • 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont :pAyCViours &.Co., Inc. • • for their "DuPont SentryGlas® Interlayer" dated 08/25/11, ®xp'i l on 01/14/17. • • • • : • .0000. .. . 0000.. F. STATEMENTS 00 0 "" ' 1. Statement letter of conformance, complying with FBC-2010, dated January 17, 2014, signed and sealed by Javad Ahmad, P.E. 2. Statement letter of conformance, complying with FBC-2010, and of no financial interest, dated January 30, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted 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. Manue Per Product Control E ami er NOA No. 14- .03 Expiration Date: June 17, 2019 Approval Date: April 10, 2014 E-2 00.. . 0000.. 0000.. . . . . 0 000.. 0 0000.. . . so 00 so 000-0:0 0 0 . . 0 0000.. .. 0000. 0000 . ... 0000. . 00 . . 0000 .. . 0000.. ...... ..000• .. . 0000.. .. ... . 0 0 . . ..0. 000000 z.666 .o6z 69 2.011 FLUSH FRAME ADAPTER �i FRAME HEW/SU/JAMS J6O .060 zQ GLAZING BEAD 1A7o .375 060 n ANCHOR COVER ECO—GUARD SERIES -300 ,ALUMINUM FIXED IVINDOiY DESIGN LOAD. RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI—DAOE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY %WM THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANC14ORS EMBEOMENT TO BASE MATERIAL SHALL SQ. BEYOND WALL DRESSING OR SNCCO. ANCHORING OR LOADINO CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LUTED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQIAREMENTS OF THE FLORIDA SLOG. CODE SECTION 2003.8.4. V vmNDGW WIDTH I y� I FALSE NUHTINS O.L.OPO. A O y� (SURFACENA= yi$Gyi / I am it n 1. to if C if =f4n o In, 11 1 B p o� - z c CORNERS iHEAD/SILL Z 8w TYPICAL ELMIQN Cil A A L O DIM$ • i� D.L.O. HQ25" OHT WINDOW HEIGHT — 3.8 R D.L.O. WIDTH a WINDOW WtOTH — 3.6W �ROOUCPRETNET46Tp asa6mplylaggmDhdtdPlet� 9oldlsgCodo • • • • • • • • • • • • .Acc&plaum No 4-0 7 Q 4 m • • • • • • • • • spirsdon Date ,. • •• • • • • ••• • 0� - amu • • • • • • • • • htlaml )ail&Produd Coal,�" -~ 4 THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.RJAi o [RODitCI RSVIBBD avcwnplyNogaNIAUrePlodda i3 • • { IiOj jTEQUIREO bonding Cods • • • • • • • • • Acteptanmtao l • • • • • • • • • • • • • • • Mls aP o drotaing no. 2013 . W09-20 sheet I Of • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .... .. . 0000 . 0000.. ...... . . . . 0000.. 0000.. .. 6. . 0. 0000.. . 6 . 0 . ....6. .. 0000. . 0000 . .. 0000. 0000 .. 0000.. 0000.. 660.00 00 . 0000.. 0. . 00 6 . . . . . 6 . 0000 .00.00 WIDTHrSmNDov�, i WIDTH- WINDOW WIDTH I % I tYINDOT' "7 WINDOW WIDTH 7404OOt I WIDTHr B L J W. WIDTH I ••• ••: r %%DOW WIDTH WINDOW MOTH p WINDow %MTH%MTH I I • • • rc/ �I / I� / L J • • • ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR StML4R CAN BE • • • VERIFIED, BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SOl1ARE RECTANGLE AS • • SHOWN W DOTTED LINES AND OBTAIMNO ALLOWABLE LOADS FROM THOSE SHAPES. 3/18' ANN. GtAS3 • 3/18" HEAT SIREN -0. CLASS iBNDOW DW. 090" INTERLAYER GLASS TYPE 'D' 090" 84TER1AYER GLASS TYPE 'C' aLA88 TYPE 'D' BUTACITE PUB BY 'DUPONT' (L) SENIRMLAS BY 'DUPONT' ' INT(-) 3/18" ANN. CLASS INT(-) 3118" HEAT STREN'O. GLASS LENOTN (L) SILICONE 24' 30• 3g• 42• CONE 7&0 Lil Et DOW CORNING 899 GE SCS 2000 @ FGE 26-112" 37" 83-1/8" 74" DDOOW CORNING 899 SCS 2000 780 80.0 50.0 90.0 78.0 80.0 mO 00.0 7&0 80.0 Bao 80.0 78A 80.0 80.0 90.0 75.0 Bao BOA 004 6 78.0 Bao B0.o 80.0 -� 3r 780 80.0 ESA 4 it 38-3/8. `gyp 78.0 80,0 80A 9a0 4 Y'i 78A 80.0 80.0 90.0 78A 8a0 80.0 80.0 78.0 80.0 80.0 90.0 78.0 80.0 72" 76A 80.0 804 Sao z6-1%2' sr 83-1/8• 74" 80-5A. 78A Bao 24' 30' 38" 7&0 80.0 80.0 90.0 78.0 80.0 78.0 80.0 00A 80A 71.3 7&0 180.00,0.0 Il ii 42' 48• 54' 49• I t1 BOA BOA 00.0 ii .l 7&0 BOA 78A 80A 80A 80.0. g8 X 1-1`4" 5115 90.0 #8 X 1-114" SMS gp• 72" A7 3-1{2 fROM ENDS j,"E001. AT 3-1e2 FROM ENDS ANP 10 O.C, fdAX. 26-1I2' 3r 83-1/8' AND 10 O.C. MAX. 76A 90.0 80.0 GLASS TYPE 'C' 7&o 80A 80A 90.0 GLASS TYPE 'D' 67.9 00.9 Sao 80A GLAZING OPTIONS �, 7&0 WIDTHrSmNDov�, i WIDTH- WINDOW WIDTH I % I tYINDOT' "7 WINDOW WIDTH 7404OOt I WIDTHr B L J W. WIDTH I ••• ••: r %%DOW WIDTH WINDOW MOTH p WINDow %MTH%MTH I I • • • rc/ �I / I� / L J • • • ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR StML4R CAN BE • • • VERIFIED, BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SOl1ARE RECTANGLE AS • • SHOWN W DOTTED LINES AND OBTAIMNO ALLOWABLE LOADS FROM THOSE SHAPES. ••• DESIGN LOAD CAPACITY - PBP • DB81lGT I= CAPACITY - PSF iBNDOW DW. 01683 TYPE 'C' I GLASS TYPE 'D' MMW DINS, GLASS TYPE 'C' aLA88 TYPE 'D' WIDTN M LENODI (L) EXT(+) INT(-) EXT -0) INT(-) =IN (W) LENOTN (L) EXT.(+) INT.(-) EXT.(+) INT(-) 24' 30• 3g• 42• 7&0 80.0 80.0 90.0 26-112" 37" 83-1/8" 74" 20" 780 80.0 50.0 90.0 78.0 80.0 mO 00.0 7&0 80.0 Bao 80.0 78A 80.0 80.0 90.0 75.0 Bao BOA 004 784 80.0 80.0 804 78.0 Bao B0.o 80.0 48" 84• w 68• 3r 780 80.0 ESA 80.0 26-1/2' 37" 83-1/8` Pr 38-3/8. MO 80.0 Bao 90.0 78.0 80,0 80A 9a0 78.0 SOA 60.o 90,0 78A 80.0 80.0 90.0 78A 8a0 80.0 80.0 78.0 80.0 80.0 90.0 78.0 80.0 72" 76A 80.0 804 Sao z6-1%2' sr 83-1/8• 74" 80-5A. 78A Bao 24' 30' 38" 7&0 80.0 80.0 90.0 78.0 80.0 78.0 80.0 00A 80A 71.3 7&0 180.00,0.0 78.0 80.0 864 =0 71.3 7&1 42' 48• 54' 49• 7&0 BOA BOA 00.0 28-1/2" 3r 63-1/B• B3• 7&0 BOA 78A 80A 80A 80.0. 7&0 liw 90.0 67.9 72.8 gp• 72" j,"E001. tRi,_150,oco 80.0 26-1I2' 3r 83-1/8' 70" 76A 90.0 80.0 904 7&o 80A 80A 90.0 MO 76.8 80.0 90-0 67.9 00.9 Sao 80A 24• 30" 42" 4g• 84• gp• g6' 72' �, 7&0 80.0 80.0 804 54 L _. ICALLY OR HOR17AAND LENOTH � NTEALC AN BE ORIENTED ALLY AS SHOWN A80YE. tiMODMI2ENBb M etsmpi7ingwlththeFt." ltaiding Cale AmptnneeNe48" 8xpire8on Date 8y_ Ansa Bede Product Cont/.. } NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS). Hngn..AYAD Af41AAD PRODUCT IUIVISRD E Befi lytngL4llh92oFloftda FLA. PE 70892 BoOdingOWe CAA. Aec4ptaua4No l?NNhmonDela • 1S ..-'1 �� B �0 /Egemi aPtodnat d 78.0 80.0 80.0 00.0 BO.:G 80.0 90.0 MIT 80.0 8Q0 00.0 7&0 80.0 80.0 90.0 88A 71.3 80.0 90A 00.2 84.2 50.0 80.0 00.2 84.2 80A 80.0 - 80.2 64.2 80.0 90.0 24• 30• 38• 42" 48• Be g0• 72• 78.0 80.0 BOA 90.0/ 7&0 .90.0 80.0 00.0 760 80.0 ODA 00.0 75.0 80.0 80.0 80.0 MO 7&8 80.0 00.0 88A 71.3 80.0 90.0 boa 64.2 80.0 90.0 24' 30• JB• 42" Be 84' 76M 80.0 80.0 804 80.0 80.0 20.0 Bao 89.0 00.0 70.0 60.0 90.0 �00 B&6 8a0 80.0 84.3 84.3 WA 90A 24• • • 3S' • • •qt • • q� • • • •38'• • • 78.0 BOA 80.0 20.0 78.0 80A 80.0 • me 762 ODA 90.0. • e 64.8 80.0 00A •68.8 b9A eao Sao 30" 3B• • •W • 108• • 80A 80.0 80.0 78.0 80.0 eAO 9a0 74.5 74.9 80.0 80A ap1.8 • 61.5 1BOA 90.0 • 30" • • 31�' • 12VO • 7>!0 .0 80.0 90.0 t1�•o • ,0 Bao Sao • *5 • 94.580.0 00.0 ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • M�q{ W `Y z 0 fi O ly t• 0 _ 4jwjI 8 J j g2 is i drawing no. W09-20 0000 .. 0000 0000.. 0000.. .. .. . .. 0000.. 0000.. .. . .090. 0000. 9 . . 0000 09 0 . . .0000. 0000.. 000900 69 . 6969.6 00 . .. . 9 . . . . 0000 090000 Wi>QD BUl2t I SEE ELEV. FOR SPACKO 4 .` a id d•. d d as4%] E . a O W t 1 d. < a d9 d' I I °. �-TYPICAEE ELEV OR SPAcwo SEE WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. •• ••• • • • • • •• SEE TYPICAL ANCHORSSEE ELEv. FOR SPACNO 1 /4" DIA. JAM BY 'ITW' (Fu -120 KSI, Fy=92 RSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-3/8" MIN. PENETRATION INTO WOOD THRU 113Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC, OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY 114" DIA TEKS OR SELF DRILLING SCREWS (OWE S CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—TS MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 414 SMS OR SELF DRILLING SCREWS (OR -E 2 CRS) INTO MIAMI—DARE COUNTY APPROVED MULLIONS (MIN. THK. _ .090") (NO SHIM SPACE) TYPIDA1 FOGS DISTANCE INTO, CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE o 1" MIN, INTO METAL STRUCTURE = 3/4" MIN. CONCRETE 1'0 - 3000 PSI MIN - C -90 HOLLOW/FUEO BLOCK I'm = 1900 PSI MW. SEAL NT ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. � tl N 0 F� 8(Lag OUR 5' Al al � O o� Z $� z S 8 t5 W rn'md E"gt: JANAD PRODUCTRWSW %ROBUCT k6NL FIA PE % 7ose2 B ss OroFlortda y C zf ..:i''::" • • • •• talneco vrkhlks caro A repo , 14 ..:..P• :. ,:• A- iy o P -:. • : : • .• >r . • t n o Prodact (drotvM�g �. SEE E L. At.4!♦IOR! sy °• Ido • • SEE ELEvr • dti„� DddeP ��1� i J W09-20 WOOD BUCK FOR SPACIRO . ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • 0000 .. . 9.6. . 0000.. 0000.. . . . . 0000.. . . 9 0000.. .. 00 . S. 0000.. 9 . . 6 S 0000.. .. . 00000 0000 . .. 0000. o s 0 0000 00 6 0000.. 0000.. 609.00 so . Soso.. 60 • .9 . 6 S . . 6000 0.000. . ITEM PARI Q REQD. DESCRIPTION MATERIAL MANF./SOPPLIER/REMARKS 1 FY301 2 FRAME HEAD/` t/,*M 8083 -TB - 2 . FY302 AS READ. GLAZING BEAD- 7110" MM 8083 -TS - 3 FY303 AS REAM ANCHOR COVER 6083-78 - 4 £203 AS READ. GLAZING BEAD SM NEOPREW Ul7RAFAD _ .$ FL13-50 1 GLASS SPACER - 118' HIGH SFIXONE FRANK LOWE 0 - 110 x 1" S FRAME ASSEMMY SMM cm PH SALE 7 "in - rWSH FRAME AOAPLER Bob? -T0 OPOWAl. RECT. OR SQUARE WINDOWS ••• . • • ••• • • CIRCULAR WINDOWS CORNER DRTAITS MITER CORNERS dRODUCYRENEWOr. Asekiplytngwtth the FterMt yntdingCode AcceptsmNn • ' . ¢� • O Expiroft= Dx _ AM S o nly.1 ar adCA 0 AttAtlN PRODUCPRSVISM ° '� D �vtpt the Florian fNr hmt onDaatte jd• Is oto product drarRng no. 5 Wl W09-20 .... .. .... . ...... ...... . . . . ...... . . ...... .. .. . .. ...... ...... .. . ..... •�e• • •• •���• • • • • • •����• • • • • • •• • ss • • • • • s • s w�!• TYPICAL ANCHORS SEE ELEV. ELEV. FOR SPACING A . 0 [ORB ACINO UA4—RADE COUNTY APPROVED TAUIL,ON & MULLION ANCHORS SEE SEPARATE NOA SEE ELEV. TYPICAL SPACING • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 . +1tODUCT hENH1VtS6 asomplyhw with the Roti& 9,ndlegCode 7 AccepteneeNo G Imnoa Date Uf� ''°s � s s Tly �• ,� a a � n 611�m ePdad-d.c s o WAD PRODUCTREVISHO a4c-nPlyingwilhthe Morldn BrdldWgCoda Acoplaurce NO 1"21mar..o�r5 y � t•Imt LUC 44� B Ade P( droning no. W09 -z0 shoot Sof 5 , . yyg ALT. • A d 4D d . TYPICAL ANCHORSI rd SEE ELEV. FOR SPACING d ...� •A . .d A - ALT' • •• • • • • ••• • • • • • • • • • • � •• ••• •• • • • •• I INSTALLATION DETAILS WITH PLUSH FRAME ADAPTER fl SPACING • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 . +1tODUCT hENH1VtS6 asomplyhw with the Roti& 9,ndlegCode 7 AccepteneeNo G Imnoa Date Uf� ''°s � s s Tly �• ,� a a � n 611�m ePdad-d.c s o WAD PRODUCTREVISHO a4c-nPlyingwilhthe Morldn BrdldWgCoda Acoplaurce NO 1"21mar..o�r5 y � t•Imt LUC 44� B Ade P( droning no. W09 -z0 shoot Sof 5 , 0000 • • 0000•. 0000.. . . . • 0000.. 0000.. •• •. . .. 0000.. . . . . 000000 0• • 0000• 0000 • •• ..•.s 0000 •• • • • 0000•• 0000.• •• • • .0.9.0 •• • ••000• 06 . •• • • 6 • . • • 0 0699 000000 • 900• 0000 0000 0000.. 0000,. 0000 .. 0000 . .. ....� 0000.. .. • 0000. .. .. . .. 0000.. ••.••• • e • • • • 0000•• 0000.• • • • • • • • • 0000.• 0000 0000.. 0000 0000.. ..• 0000.. - • • • .• 0000 Y•..• •• . 0000 0000• • •• 0000.• 0000•• •• t •• •• • . • 0000.• . . • • • 000000 • • • . . 0000 . •• • REVIEWED REVISE AND RESUBMIT REJEC D FURNISH AS CORRECTED Corrections or Comments made on the shop drawings during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for: confirming and correlating all quantities and dimensions; Selecting fabrication processes and techniques of construction; coordinating his/her work with that of all other trades; and performing his/her work in a safe and satisfactory manner. Ralph Tai Architect,Inc. - Date- ( By: I r MIAMI -DARE MIAMI-DADE COUNTY i PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 209 AFFAIRS (PERA) Miami, Florida 33175.2474 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) mvw.miamIdadg, Vv/ceraI ECO Windows Systems, LLC 7955 NW 77th Ave Miami, FL 33166 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 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 4he AHJ m8%.iJymed1aV1% • • • revoke, modify, or suspend the use of such product or material within their jurisdictiort...PWA rescgves the right.' to revoke this acceptance, if it is determined by Miami -Dade County Product Control motion that'tWs eroduci. es .: • material fails to meet the requirements of the applicable building code. 689:66 • This product is approved as described herein, and has been designed to comply with thy, Fim ida Buddipg rode, • • including the High Velocity Hurricane Zone. "" ' 00 ". •..••• •• s •..•• DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M.I. • .. .. . .. ...... • APPROVAL DOCUMENT: Drawing No. W12-08, titled "Series 600 Alum OutswingEgt Ince Doof (L.M.I.)", •. sheets 1 through 9 of 9, prepared by AL-Farooq Corporation, dated 02/13/12 and last revised bn Juri22r20129 signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Cont of -Approval stami witl�j • • • •; the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Sep*n. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2 and Single or Double Door DP ratings with g sidelites (w/wo Reinforcement) in sheet 3. The max door leaf width shall not to exceed 37". 2. Laminated glass types G1 and G2 are Iimited to .090" DuPont's PVB and glass type G3 is limited to Insulated laminated glass w/.090" Solutia interlayer. - LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade County Product Control Approved", 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 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 I. Chanda, P.E. NOA No 12-0402.03 WMtM14=EC0VNWM Expiration Date: July 19, 2017 ' "• Approval Date: July 19,2012 Page 1 w s•s• • •• • 6666 • • 6666•• • • • 6666•• •• • ••ss• • 6666 • •• e••s• 6666•• • 6666•• 000004, 60.0.0 •• • •• • • • o • • 0 • 6666 •s•66s • 0••• A 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 l 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) Water 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 24113.2. 1, TAS 202-94 .... along with marked -up drawings and installation diagram of an aluminum Outs4ing French• • • • • • door, prepared by Hurricane Engineering & Testing, Inc., Test Report 44o: • • • • • • • HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 addIMI-12-4027date(T 03/16-26/12 all signed and sealed by Rafael E. Droz-Sella P. E. *::::o 0.' Note: The above referenced test reports have been revised by an ad 1 xxWth lettdr 8atdd June ... 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and.-aegled by-4d4el E. • • : • -' Droz-Sella, P. E. •• •• •• •••••• C. CALCULATIONS . . . . ...... 1. Anchor verification calculations and structural analysis, complying -with VBC 2010, : • • • • prepared by Al Farooq Corporation, dated 03/30/12 and last revised on Juuoo 28, 2012, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME- 13 00-02 & -04. D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 11-0325.05 for "Saflex clear & color interlayer" issued to Solutia Inc., expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. 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 byy PERA. Ishaq I. Chanda, P.E. Product Control Examiner NOA No 12-0402.03 Expiration Date: July 19, 2017 Approval Date: July 19, 2012 E-1 .0• .. 0000 0000.. .. .. . .. .000.0 0000 . .. 0000. . 0000.. 0000.. ...... .. . ...... .. .. . . . . . . 0000 000000 . .... SERIES 600 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3. LOWER VALUES FROM SIDEUTE CAPACITY CHART OR DOOR CAPACITY WILL DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). IBY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO, ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. 1/8' HEAT STREN'D. GLASS 3/16' HEAT STREN'D. GLASS .090' INTERLAYER .060' INTERLAYER N BUTACITE PVB BY 'DUPONr BUTACITE PVB BY 'OUPONT' Z 1/8' HEAT STREN'D. GLASS 3/16' HEAT STREN'D. GLASS 19 SILICONE W SILICONE iiiGGG 3 3 18 DOW CORNING 899 3 IB DOW CORNING 899 $ 26 I 26 I a 14 / a I 1 t j 34 °I$� �� // SETTING BLOCKS AT LAM. CLASS ` READ. FOR WIDTHS EXCEEDING 38' ONLY. NOTCH GLAZING BEAD LEG 70 CLEAR BLOCKS GLASS TYPE 'Gl' GLd�9 TYPE '02' O U I/8' TEMP. CLASS 8/16' AIR SPACE U _ 1/6" HEAT STREN'D. GLASS 090' INTERLAYER W SAFLEX IIIG BY 'SOLUTIA' p0 r 1/0- HEAT STREN'D. GLASSSILICO$O a M Ig G ^ v� III DOW CNORNING 899 ZLi 3 $ 26 ST. STEEL ^� O Ia METAL SPACER 15 W Of I I 39 � P!�-SLJCONE / SETTING eLoats AT INsul. LAM. cLAss _ NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLASS P(PE 'G3' NIrIIYI/l , a1bA� 1'�I/��III•I 1 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •o THESE DOORS ARE RATED FOR LARGE Bt SMALL MISSILE IMPACT. .'•u' 41.nt�AO d SHUTTERS ARE NOT REQUIRED. • • • • • • • • • • • :0fi212 drawing no. W12-08 .. ehaet T of 9 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • .0. . 0000.. 9..... . . . . 0000.. 9.•..• 9 0 • •• •• • •• 0000• • 0 • • . • 0000•0000• •• 0000• • • ••• 0000• • . • 9 . 0000 •. • • • 000000 • :9000: • ••1009 00 • 0900•0 •• • .• . . • • • 0 • • 0000 900000 • • 0000 F/ I (X) DOORS LOAD CAPACPIR - PSF SINGLE DOORS (X) DOOR DIMS. LAMINATED GLASS FRAMELEAF FRAME pR,(+) WIDTH WIDTH HEIGHT - - - 39-3/4° 37' 1 98' 1 70.0 1 78.0 • 0 7 78° MAX. FRAME W9)hl ' HEAD At SILL ANCHORS AT STILE ENDS •• N j a ••• • (4) AT 3° O.C. 12° C SYi S' MAX A MAX. HLL SILL. ^ a j CORNERS S CORNS '�� iZL If�y7' cl ncs D.�o. DIMS. • • • • • • LL S�IJ V q D.L.O. HEIGHT = FRAME HEIGHT - 11.125' Cf C \ a 3 LOCK OPTIONS F t- II __ iy _= LOOK OPTIONS SEE SHEET 7\ ��Y' , 7 a O SEE SHEET 7 g � D.LO. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125')/2 � �� l lil, • ,' N • • • � � • • • • • • • • • • • • JUN, .�;2-0f2 drawing no. W12-08 Iq / YG) aD EBY! QOM i p 92 Z iii INACTNE i ACTNE al vi Z 41 USURFACE APPLIED W=w FALSE NGRILL S OR 215/16- /OPL OECORATVE MAY BE USED D.L D.L OPO. NOTE: O 37' MAX EGRESS REQUIREMENTS TO BE REVIEWED LEAF VADTH BY BUILDING OFFIGAL (XX) 0 DOORS LOAD CAPACPIR - PSF SINGLE DOORS (X) DOOR DIMS. LAMINATED GLASS FRAMELEAF FRAME pR,(+) WIDTH WIDTH HEIGHT IM.(-) 39-3/4° 37' 1 98' 1 70.0 1 78.0 DOORS LOAD CAPACITY - PSF DOUBLE (IDC) DOOR DIMS. LAMINATED GLASS FRAME LEAF WA)TH WIDTH FRAME EXI.(+) IM.(-) HQp1[ 79° 1 37' • 0 7 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION r • • •• DECLARATORY STATEMENT DCA05-DEC-219 • • • .$ • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • • •• • • • • ••• • go: cl ncs D.�o. DIMS. • • • • • • • • • • q D.L.O. HEIGHT = FRAME HEIGHT - 11.125' Cf D.L.O. WIDTH (X DOORS) FRAME WIDTH - 12.813' ��Y' , 7 a g � D.LO. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125')/2 • • • • • • • • • • • • • • • • • • • • • • • • JUN, .�;2-0f2 drawing no. W12-08 sheet 2 of g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0000•• 0000 • • 0000•• • •• •••oo• • • • o 0000•• • • • •• 0000 0000• •• • 0000 •• • • 0000•• •• •• •• •• • • • •••••• • • • • 0 000•• • • •:0900 • 0000•• • • • • • • 0000 • •• NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS D.L.O. DIMS, D.L.O. HEIGHT (SIDEUTE) a FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDEUTE) FRAME WIDTH - 4,438° (OXXO) •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• _- "-' • ••• ••• ••• • • F ' 0.7�0562 • • • • • • • • FAN, "'""t •', ' 1 NOW, • • • • • 0 a GPA S,�SL CA CINES•a .TI�s SHEET �1RF• • • AND FLORIDAs BUILDINNG -OMISSION Gusrs} ; J��H. & 2012 DECLARATORY STATEMENT DCA05-DEC-219 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • N Q 0 drawing no. W12-08 DESIGN LOAD CAPACITY - PSF SIDELITES WRH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDEUTE FRAME WIDTH INCHES SIDEUTE FRAME HEIGHT INCHES WITROUT REINFORCING WITH REINFORCING EXT.(+) WT.(-) EXT.(+) INT.(-) 24 30 36 37 42 82 70.0 75.0 70.0 78.0 70.0 78.0 70.0 75.0 70,0 78.0 70.0 78.0 70.0 76.0 70.0 78.0 81.7 88.1 81.7 88.1 24 3D 38 37 42 88 70,0 75.0 70.0 75.0 70.0 7810 70.0 75.0 70.0 780 70.0 75.0 70,0 75.0 70.0 75.0 61.7 88.1 61.7 88.1 24 30 38 82 70.0 75.0 70.0 75.0 889 88.8 70.0 75.0 64.1 64.1 70.0 75.0 83.3 63.3 70.0 75.0 L36 88579 63.3 63.3 70.0 75.0 87.8 70.0 78.0 53.1 53.1 70.0 75.0 52.4 1 82.4 70.0 75.0 NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS D.L.O. DIMS, D.L.O. HEIGHT (SIDEUTE) a FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDEUTE) FRAME WIDTH - 4,438° (OXXO) •• ••• • • • • • •• • •• • • • • ••• • •• ••• •• • • • •• _- "-' • ••• ••• ••• • • F ' 0.7�0562 • • • • • • • • FAN, "'""t •', ' 1 NOW, • • • • • 0 a GPA S,�SL CA CINES•a .TI�s SHEET �1RF• • • AND FLORIDAs BUILDINNG -OMISSION Gusrs} ; J��H. & 2012 DECLARATORY STATEMENT DCA05-DEC-219 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • N Q 0 drawing no. W12-08 ... .. . 0900. . e . 0000.. e • 0000. . . . • .000.0 0000.. . e o• g• . 0• 000000 • • • . • . •••• • •• ••••• • • . • • goes 00 .60000 • • •e••.• • s e -00-0- • • •• 0g 0 • e 0000 ..o. •• • 91a° MIN. TYPICAL ANCHORS EDGE DIST. IBY TH W BOLT EDGE DIST. SEE ELEVATIONS WOOD BUCK PENETRATION FOR SPACING, y 22. I I �Fri '& a� O a I I O I 1 TYPICAL ANCHORS FOR SSPPACIN ONS 7 15-I' 3IG OPTIONS SHEET 1 W4 O W I i O 33 j i 28 2 I I 8 I I 1 I 25 I I 9 4 b Fli J XEDGE DIST. TYPICAL ANCHORS 1/2' MIN. SEE ELEVATIONS THROW BUT FOR SPACING PENETRATION 2BY WOOD BUCK OVKSOD STRUCTURE SEE NOTE SHEET 1 METAL STRUCTURE EDGE DIST. �y N $ z O 1 � W a TYPICAL ANCHORS SEE ELEVATIONS TYPICAL ANCHORS SEE ELEVATIONS Q FOR SPACING FOR SPACING G jI WAN-DADE COUNTY APPROVED11 MULLI I jCUPPED SEE SEPARATEN A j II II I I O TYPICAL ANCHORS W SEE ELEVATIONS FOR SPACING an0 WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS Z MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. Z �o O Wrn�� TYPICAL ANCHORS: SEE ELEV. FOR SPACING O 1/4" DIA ULTRACON BY 'ELCO' (Fu -177 KSI. FY -158 x51) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1 BY BUCKS INTO CONC. OR MASONRY o 1-1/4" MIN. EMBED INTO CONC. OR MASONRY *am, U g DIRECTLY INTO CONC. OR MASONRY Rs/iM 1-1/4" MIN. EM13ED INTO CONC. OR MASONRY ,014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DARE COUNTY APPROVED IMULU V :MIj_ Till! I/8: • • • . INTO METAL STRUCTURES • • • • • • • • • STEEL : 1/8" THK. MIN. (Fy 36 •KSI MIR. o a ALUMINUM : 1/8" THK. MIN. (606'•j 1% tilt:• • • • • . • • DOOR DETAILS ` o (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE FLA INTO CONCRETE AND MASONRY*- 2- 0/ 21, MIN. • • • • • • • • cap • 76221 t3 INTO WOOD STRUCTURE = 1" iv, • • • • i . . i Hi + INTO METAL STRUCTURE = 3/ " 4N. • • • • • • • • • • • • • • • • • • • Crowing no. CONCRETE AT HEAD, SILL OR JAMBS I•C - 1 000 PSI MIN. • • • 4`5 .$.: 412' V1112-08 C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 2000 PSI MIN. sheet 4 of g • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0000 6 0000.. 0000 . . . . 0 00 .00.06 006 0000.. .0066. 0000.. .. 0000 0000. 0000.. .. . .. .. • 0000.. .00060 0000.. . 6.6..6 . . . 0000 .. TYPICAL c FOR TYPIi [CAL ANCHORS ELEV, SPACING - �� ",re,. ,� ��A�07p0 � •o a 7- 70592'•. g • �• • • • • • • • • drowing no. • • W12_08 DOOR DETe�IL5 ,ltJr�'`. &.2 i2 sheet 5 of g • • • • • • • • • • •• • •• •• • • • •• •• • 0 0 • ••• • • 00•• •• s 0000 • • • • • 0000•• 0000•• • • • • 0000•• 0000•• • • • •• •• • •• 0000•• 0000••. •• • 0000• 0000 • •• 0000• 0000 •• • • s 0000•• 0000•• • • • • s••••• •• • 0000•• •• • •• • 0 • • • • • • 0000 0000•• ••0• •0000• 0000•• • • • 0000•• 0•••• 0000• •••••• •0000• • • 0000•. d teat- 02-13-12 i E m 0 d<. by: MANID 00 au by SOM 600 ALUM WTSUG DMXCE DOOR (LMJ ECO WINDOW SYSTEMS, LLC. 9114 N.W. 106 STREET MEDLEY, FL. 33178 TF1. (305) 885-5289 FAX (30.5) 885-3802 4 AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT r 1236 S.W. 87 AVE r MIAMI, FLORIDA 33174 /► TEL (3M 2848200 FAX C=M 262 -SM cr � C • a g VJ • •• �•• t7tv•• • • H • •• • r � 0000 ' • •••• d teat- 02-13-12 i E m 0 d<. by: MANID 00 au by SOM 600 ALUM WTSUG DMXCE DOOR (LMJ ECO WINDOW SYSTEMS, LLC. 9114 N.W. 106 STREET MEDLEY, FL. 33178 TF1. (305) 885-5289 FAX (30.5) 885-3802 4 AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT r 1236 S.W. 87 AVE r MIAMI, FLORIDA 33174 /► TEL (3M 2848200 FAX C=M 262 -SM cr 0000 0000.. 0000 . . 90 0000.. 9 . 00.90. 0000.. . .. .... . . . . 000.0 09 . 0000 . 9 .. 0000.. . 9 0000.. .. . .. .. • ...... .00000 . . 0 . 0000.. • 0000.. LOCKS: DEMON Ai: ACTIVE LEAF: 4 POINT LOCK ASSEMBLY DLOI-6007 BY 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF 1/2' DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCM BY 3/8' CONNECTING RODS LOCK LOCATED AT 42-1/2' FROM BOTTOM 2 POINT LOCK ASSEMBLY BY INTERLOCK USA INC.' 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND SILL THROW BOLTS ATTACHED TO LOCK BY 3/5' CONNECTING RODS LOCK LOCATED AT 42-1/2' FROM BOTTOM OPTION B2: ACTIVE LEAF_ CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA BSO BY 'KWIKSET' LOCATED AT 39-1/4' FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4' FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2' X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8' FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 58-32 X 1/2' FH MS INACTIVE LEAF: CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2' X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) 88-32 X 1/2' FH MS NOTE: LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. ITEM 8 PART $ REOD. DESCRIPTLON MAT=" MANP./SUPPLIBR/RBMARKB 1 E801 - DOOR FRAME HEAD/S81 8083-T8 • • • • • 2 E602 • • • • • • • • FRAME COVER 6083-76 •• • • • ••• • • 3 E603 - DOOR FRAME JAMB 8083 -TB - 4 E904 - SIDELTTE TOP & BOTTOM FRAME 6063-76 - 4A 5626 - SIDEUTE S" BOTTOM FRAME 6083 -TB • • • • • • 8 1 E605 - ISIDELIlE FRAME JAMB 6063-T8 - 6 E606 - SIDELITE SUP ON JAMB 6083-78 - 7 E807 - LEAF TOP & BOTTOM RAIL 9D53 -TB - 7A ENS - LEAF 9' BOTTOM RAIL 6063 -TB - 6 ESD8 - LEAF W'STRIP ADAPTER 6063-T9 - 9 E609 - LEAF HINGE STILE 8083 -TB - 10 ES10 - LEAF LOOK STILE 8083-76 - 11 ESI 1 I - LEAF ASTRAGAL STILE 6063 -TB - 12 E812 - LEAF ALIGNMENT BRACKET 6DS3-T6 - 13 E613 - LEAF CLAMP BOS3-T8 4-1/4' LONG 13A E613 - HINGE BACK-UP PLATE 6083 -TB 12' LONG 14 E614 - GLAZING BEAD (8/18' LAM. GLASS) 6063 -TB 14A E109 - GLAZING BEAD (7/18' LAM. GLASS) 8083-T8 - 15 E615 - OWING BEAD (INSUL. GLASS) 8053-T8 TB E618 - ISNAP COVER 6083-T8 - 17 E613 - DOLT SUPPORT 6063 -TS NOT SHOWN 18 - AS REOD. SIDEUTE MULLION REINFORCING 6063-T6 - 19 FD -107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. 20 1`97202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. 21 FON14SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC• 22 ®12 SMS AS REGO. FRAME ASSEMBLY SCREWS - - 23 #12 X 3/4' - HINGE INSTALLATION FASTENERS - FN SMS 24 - - 3/8' DIA. THREADED ROD STEEL - 25 W11323 - PILE W'S1 PING WOOL ULTRAFAB 26 E20818 -KN -3020 - BLAB W'STRIPPING SANTORRENE I EPDM 27 E206 - GLAZING BEAD BULBSANfOPRENE ULTRAFAS 28 - GLASS SPACER SDJ'0 C FRANK LOWE RUBBER CO. 29 E822 - FLUSH BOLT CUP NYLON- 30 DLOIRC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DL01WB- WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 $10 X 3/4" 2/ ADAPTER FH SELF DRILLING SCREWS - - 34 - 2/ LITE SETRNO BLOCK, 1/4' X 1/2" X 4' LONG EPDM AT 6' FROM EACH END, DUROMETER 55*5 38 2/ UTE SETRNO BLOCK, 1/4' X 3/4' X 4' LONG SPDM AT 8' FROM EACH END, OUROMETEiR BBtB LHIN! drawing no. W12-08 SEALANTS., ALL JOINTS AND FRAME CONNECTIONS SEALED WITH i CHIN€E M OREVVD JM5504 SEALANT. • • • • • • • CRINGES: • • • • • • • • • • •• • • • ••• • • 3-1/2' X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE • • • • •: ♦ • • PART JFD-107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF Z' Engr. JAVAO BOTTOM HINGE AT 10-1/4' FROM BOTTOM TOP HINGE AT 11-3/4' FROM TOP HA FE Q�-Y0892 CENTER HINGE AT MIDSPAN (38' O.C. MAX.) : • : �,�• • • • • • • • CJLN, HINGES FASTENED WITH ®10 X 1' FH SMS • • • • • • • • • (5) SCREWS AT HINGE STILE • • • • • • • • • • (6) SCREWS AT FRAME JAMB • • • • • • • • • • • ••• • • • • ••• • • •• • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • LHIN! drawing no. W12-08 ... 00 0*60 . 0 0 .0000. . 0 . . 0000.. 0 . . . 000.0. 0000.. .0 .. .. . .. 0000.. e . . . 0 goose. 00 . 00.60 0000 . .. 00000 . . . . . .00. 0. 0 0000.. •0o000 0 00.00. o. 0 o.00.e 0 . .. . 00 . . . 0 .0.. 000000 . . 4 000 t 078 Y .825 � S .07816 ".750 1 •� .5119 _ 1^-.394 .130 I .803 A45 •803 050 .803 .045 N Z O 4,031 4.750 1.047 1.047 1.172 � 1 !�-2.082 --'-f GLAZING BEAD GLAZING BEAD GLAZING BEAD 1 DOOR FRAME HEAD/SILL 7 LEAF H-1 1.507--4 TOP/BOTTOM RAIL fa 1s 5/18° CLASS 7/111- CLASS INSUL CUSS 1.507-1 I Q' e O r W� 4 1^•-4.000 + 1.625 4.719 F.078 .078 Z 4.781 �p 1719 r 1.5075.344 .078 1.750 1.500 7-� 8.250 7.531 L.312 .082 1 N ril ` 4.000 ------i 9 LFAF HINGE STILE O SIDELITE 1.750 TOP & BOTTOM FRAME 4.000 t 7S0 2.081 1.50, 7 L s LEAF W'STRIP ADAPTER Ma1ebn �!�l Cide 0114 - 7. .312 .442 �' ' 1.750 � � O oM 0-�j = $ Z 329 078 � k- .078 7A " BOTTOM tS84 9 M RAIL O v 1,x12 2 FRAME COVER fo LEAF LOCK STILE 1.507 LEAF ALIGNMENT BRACKET 17501- .281 .375 .125 1.57 .125 1781 0 ' � 5,344 .078 1.50 1.750 2.081 k-.887 1.1 7 .050 I 3.710 ,078 '1� 19 SNAP COVER 4.000 n LEAF ASTRAGAL STILE 13 LEAF CLAMP L HINGE BACK-UP PLATE 8 • &251 0.000 • • • • • • • • • • .056 • • 1 2:0 • • • g V 1.500 1.500 p 4.000 075 825 2.7 .719 .078 4,000 L7• • • • i • • 1b i SIDELITE MULLION REINFORCING Engr.. JA 9p. • "88 000 • • �. CAS �2 ,'•, i • • • • • • i • • • • • • • • • 78 • • • • • • • • • • • • • 2012 e° < a � •o g "� $ tlfOWlfi9 n0. W12-08 sheet $ of g 3 DOOR FRAME JAMB 5 SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME 9 SIDELITE SLIP ON JAMB ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 6666 .6...6 6060 0 • 04000. . .. 6666.. • 06.06. 6666.. . ..4 0000 00000 .. . 0000 6666. . .6..0. 00: 6666.. .. .: .. • 6666.. 6666.. 6666.. 6666 .. a (dd- 02-13-12 I a. q< wwro Q 3 00 P ehk by O • • 0• 00 600 AM OU1SNMfG 91 ANCE DOOR (LY L) • a • • 0000 • •• 9114 N.W. 106 STREET 11 M AMI, FLORIDA 33174 MEDLEY, FL 33178 TEL (309) 883-5299 FAX (363) 889-3902 TGL.ta05)2ee431M FAx c 2eze97• COMP—ANL\W72-08EC •0•••• •00.0• • • • • • • •0.00• • 00000• 00 • •• •• 0000• • •• •••••• • • ••00• •• • 0000 •0000• • 000000 • •• 0.0••• 0 • 00 • •• 0 • 0 • 000.00 0•00 • • • i pp'• N.� a (dd- 02-13-12 I a. q< wwro Q 3 00 P ehk by O 00 600 AM OU1SNMfG 91 ANCE DOOR (LY L) AL-FAROOQ CORPORATION a ECO WINDOW SYSTEMS, LLC. EN@INEERS& PRODUCT DEVMAPMEM 1236 &W.87 AVE f 9114 N.W. 106 STREET 11 M AMI, FLORIDA 33174 MEDLEY, FL 33178 TEL (309) 883-5299 FAX (363) 889-3902 TGL.ta05)2ee431M FAx c 2eze97• COMP—ANL\W72-08EC ... .. 0000 • . . . 0000... 0000•. 0000.. • .. .. . .. 0000.. . . 0000•• •• • 0000• 0000 • •• • • 0000• Soso 00 0 0 000•• 000000 • • • • 000000 •• • •090.0 • • • • • • 0 • • 0000 960999 9-00• Ralph Tait 4schitect lnc. Date401 ( 114By: �� 0000 0000•. 0000 . . ••�••• • •• 0000.• • • • • 0000•• 0000.• • • e •• 0000 0000• •• • 0000 0000• • •• 0000.• 0000•. •. • .• •• • • 0000.• • 0000•• • • • • • • • ' 0000•• • • 0400 • to REVIEWED REVISE AND RESUBMIT REJECTED FURNISH AS CORRECTED Corrections or Comments made on the shop drawings during this review do not relieve the contractor from compliance with the requirements of the drawings and specifications. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for: confirming and correlating all quantities and dimensions; Selecting fabrication processes and techniques of construction; coordinating his/her work with that of all other trades; and performing his/her work in a safe and satisfactory manner. Ralph Tait 4schitect lnc. Date401 ( 114By: �� a r 0000 .... . .. .9000• .. 9 0000• .•• 9999 • . 9 • • • •.�s9• • •• 999••• •.9••• 0000 • • • a r M IAM11- MIAINII-DA.DE COUNTY 0 PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 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) www.miamIdade.gov/economy ECO Windows Systems, LLC 9114 N. W.106t" Street, Medley, FL 33178 ,SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. Tile 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 Count),) and/or the AH.T (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 11700" Aluminum Sliding Glass Door w/ Reinforcements-L.M.I, APPROVAL DOCUMENT: Drawing No. W13-49 REV A, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets 1 through 12 of 12, prepared by Al-Farooq Corporation, dated 09/27/13 and last revised on MAR 10, 2013, 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 RATING: Large and Small Missile Impact Resistant Limitations: 1. See Design Pressures Vs Reinforcing, glass types and anchor capacity charts in street 5. Exterior (positive) design pressures are limited to +70 PSF w / 2-3/4" sill riser and +47.0 PSF jv/ 2" sill riser. Lower design Pressure from charts applies to entire system. 2. See approved configurations in sheets 1 thru 4. The max frame width not to exceed 192". LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and following statement: "Miami -Dade Colony Product Control Approved", noted herein. '~ RENEWAL of this NOA shall be considered after a renewal application has been Bled 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 o1 i' produjti . . • • for sales, advertising or any other purposes shall automatically terminate this NOA. Faili'le to'aomply I %itis 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, F446, and followed by #"..; expiration date may be displayed in advertising literature. If any portion of the NOA Is•0spjayed,:hgnIt shallUe • done in its entirety. • • • • ' • • • • 0 • • • ...... .. . ..... INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacjgttlpt its diStr 4tArs and..... shall be available for inspection at the job site at the request of the Building Official. ...... •, This NOA consists of this page i and evidence pages E-1, as well as approval document 1hentAied alno ,ei • • • • • • The submitted documentation was reviewed by Ishaq I. Chanda, P.E. • ..Voo• •.•• NOA No. 13-0912.02 !�MlArM[&ADE COUNTY Esplratlon Date: March 20, 2019 e Approval Date: March 20, 2014 Pagel A ...... ...... • ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. W13-49 REV A, titled "Series- 700 Alum SLD. Glass Door (L.M.I.)", sheets I through 12 of 12, prepared by AI-Farooq Corporation, dated 09/27/13 and last revised on MAR 10, 2013, 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) Water 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 diagrams of Alum sliding Glass doors, prepared by Fenestration Testing Lab, Inc., Test Report No. FTL-7405 dated 09/13/2013 and last revised on 02/10/2014, signed and sealed by Marlin D. Brinson, P. E. Note: The above referenced test report has an addendum letter dated FEB 10, 2014, issued by Fenestration Testing Lab, Inc., signed by Ms. Iliana Sanchez, test report Author. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010, prepared by Al Farooq Corporation, dated 12/12/13 and last revised on JAN 27, 2014, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02 & -04. D. QUALITY ASSURANCE I . Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemoius & Co., Itis. for their "Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont De Nemours & CO., Inc. for "DuPont SenttyGlas 0 Interlayer", expiring on 01/14/2017. F. STATEMENTS 1. Statement letter of conformance and letter of no financial interest, prepared by A-1-Warooq Corpordtion, dated 12/12/13, signed and sealed by Javad Ahmad, F.E, • • • • • • • • •; • _ 2. Lab compliance as part of the above referenced test report. 0000•• 06 9 000000 • 0000•• . • . 0000•• G. OTHER• • • • • • • .. 1. Test proposal, dated 03/25/13 approved by Jaime D. Gascon, PY " 0 •:0 • • 6906.0 69 . 00000 • 9 • • 96 .9 • 90 9.6966 • .6..9 f • �R61r'-g 6 ` 4 :lei. . • • • . 9 hag1.pan a,P.E.;9999; Avi uckontrol%mniner• • NOA Ne.430,0912.02 Expiration Date: March 20, 2019 Approval Date: March 20, 2014 E-1 . 0 .0 0000.. • . 0000.. 0000.. .. 0000.. 0000 . .. 0000. 0000 .. 0000.. 0000.. 0000.. .. . .00. 0.. . .. .. 0 • . 0000 6006.0 INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 SEE CHART 01 ON SHEET 5 FOR GLASS CAPACITY AND REUIFORCING REQUIREMENTS. STEP 2 SELECTSILL TYPE FROM SHEET 7 AND UMIT EXL(+) DESIGN PRESSURE AS SHOWN ON DETAIL. STEP 3 SEE CHART 82 ON SHEET 5 FOR ANCHOR CAPACITY. STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 1 THRU 3 SHALL APPLY TO ENTIRE SYSTEM. DAYLITE OPENINGS WIDTHS: FIXED STILE -INTERLOCK = PANEL WIDTH - 7.125" INTERLOCK -ASTRAGAL = PANEL WIDTH - 7.250" DAYLITE OPENING HEIGHT: PANEL HEIGHT - 6.50" PANEL HEIGHT = DOOR FRAME HEIGHT - 1.5625" THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES -700 ALUMINUM SLIDING GLASSDOOR THIS EMOTHP II EREQUIRENTS OF DA 81j NLUJNGHI CITY HURRICANE ZONE (HVAZj • • • • •�c • • • • •! 1TRBY OR 20Y WOOD ANSFER LOADS TO UC SSTYY GTRMS! �� �Y �NCCOR:) PnARLY TO ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CQTIipQIONS NO'S SHO` No i THESE �AIL� %W NOT PART OF 11794 PPROVAI• • A LOAD DURATION:ttASE=S USJD IVIDESIGII OF ANCHOR""S''""••INTONWOSD ONLY. ALL SHIMS TO BE HIGR IMPV NON-14At.1.eVIi NON-��c.'cytPRES WA. • MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. • • • • • • • • • • • • • • CORNERS SILL y��Q. LAMINATED GLASS < CLUSTER OF INSUL. LAM. GLASS AT41NOTfiR6 ANCHORS LARGE MISSILE IMPACT M s SEE SHEET 5 FOR CAPACITY Engrz JAVAD AHMAD j 9 TYPICAL ELEVATION PAPE y�7D692 OX iS drawing no. W13-49 4 8° CLUSTER OF 4 OR 6 ANCHORS V 5" MAX. HEAD CORNERS 13' MAX.TYP.A7 INTERLOCK ENDS HEAD SEE SHEET 5 FOR CAPACITY �Y Z _ _ `66' MAX. 3 OR DOFRAME WIDTH Jy�Ca LL h O � qg i t INTERLOCKS WITH OR WITHOUT REINFORCING }eat 1Q. �G1 33 3 —�T-----T�— SEE CHART #1 I�. lot t� II It �1 it II It ci II ei V) 00 II I� Na)t7 A Ij jl 3 O OM m Z�� 2 Jen 1•Ytd 039M LIN( O W rn Thi 41 3/4" 41 FALSE MUNTtNjOPTIONAL OPTIONAL D.L OPG. OPG D.L. OPG. Tn $ 48 7/8' 00 PANEL WIDTH 48 7/8" _ PANEL WIDTH 5 a d S 13' o • a CORNERS SILL y��Q. LAMINATED GLASS < CLUSTER OF INSUL. LAM. GLASS AT41NOTfiR6 ANCHORS LARGE MISSILE IMPACT M s SEE SHEET 5 FOR CAPACITY Engrz JAVAD AHMAD j 9 TYPICAL ELEVATION PAPE y�7D692 OX iS drawing no. W13-49 . 0000 goes 0000.. :sees: • 0000.. 0000.. ...9.9 . 00 00,0000 . 00 • . 0000.0000. 0000.. .. . 0000 • • • . 0000. • . . 0000 :so 090.04 0 99.009 0000.. 6699.0 .00.0. 9 • • • 0000.. goose* 0000•• v6 0000 Va • • •' 0000•• PANEL HEIGHT 99 15/16" D.L. OPG. 0000•• • • • II n 11 n II n n a _ I______JL______II______1L - ------rt------_ • • • I I 7r------ I I------�1r ------I II II n II II II II II II • • 0000•• • 0000•• •• • •• •• m 0000• • •• 0000116 • • 0900• •• • ••i • • • • a 00 0000 •0000• 00.006 • • • • • • • 000 / 00000 •0. / . 1 • • • �o:B9 II •• •090• 99•• • 9 _ • 0 1' 0 z ND.P r� Imyyl'~ Q 2�p,A Nggo N e� a Fm nb _ V —W .. DOOR FRAME HEGHT X\ X PANEL HEIGHT 99 15/16" D.L. OPG. me o� cpi o6 II n 11 n II n n a _ I______JL______II______1L - ------rt------_ 07 - II ------n------ n u I I I I 7r------ I I------�1r ------I II II n II II II II II II �• - O ND.P r� Imyyl'~ Q 2�p,A Nggo N e� a Fm nb _ V —W .. DOOR FRAME HEGHT 105 7/16' PANEL HEIGHT 99 15/16" D.L. OPG. f7 II n 11 n II n n a _ I______JL______II______1L - ------rt------_ 07 - II ------n------ n u I I I I 7r------ I I------�1r ------I II II n II II II II II II �• - O m 7 f ~"T ZO �Z N JAMBS v JAMB g CORNERS n aata �_�_13 revisions: SERIES -700 ALUM SUDING GLASS DOOR (L.M.I.) AL-FAROOQ CORPORATION a a no a e9cn Ion ENG,1NEERS & PRODUCT DEVELOPMENTt —' • s�alx 1/Y®r-o^ A 01.16.14 Rev. PO RER CmmeNrs ECO WINDOW SYSTEMS, LLC. 1235 S.W. 87 AVE W NAwo 9114 N.W. 10B STREET MIAMI, FLORIDA =7a C O MEDLEY, FL 33178 xs1..CSM 2e4 -a= FAX �268697• P q y py TEL (3OS) 665-5299 C0MP-ANL\W73-49EC0 0040 .. . 0000 . 0000.. • ... 0.00. 0 0000.. 0000 0 • .4 00 . 00• 0000.. 00000. .. . 0.4•4. 0000 . .. .0006 0 • 0000 .. ...4.. .0000. ..4.9. 4.. 9040.. .. .. . • 9 940•• 0000.. U tv DOOR FRAME HEIGHT 106 7/16• O; 99 1S/16• O.L OPG. A 0000 a!s II n------ II rt'----- ii II �� I t1 II II it II II 0 • F • • 0000 • •� m1pp� 0000•• • • • c 0000•• 0000•• • • • II II II II \ It II I II II • • • • • • 0000•• s • 0.000• •• • 00 •• 9 Vi 000• . • •• ••1• r� C-iN • • •••e• 00 • 0 • • • • • e• 0000 0000 •0000•0 **fees 0 0 00 f• • 0• 0000•• I trt7�]. 00 • •• JLp 1 / n : � m � r N 0 i X X X I Q F U tv DOOR FRAME HEIGHT 106 7/16• PANEL HEIGHT 99 1S/16• O.L OPG. A �I ii II I II II II L______II_-iL_____ II ----�I I II n------ II rt'----- ii II I t1 II II it II II 0 �i� II O jj II m1pp� OOOr c 40• i II u II II II II II II \ It II I II II II II II s A u 5• MAX 16• MAX. 6 JAMB JAMBS 0\ CORNERS ' `C aduos a-�-13 no ea e� e8cn on SERIES -700 ALUM SLIDING CLASS DOOR (LM.L) AL FAROOQ CORPORATION ^a /a• -yam• a ol.tala nEv. re: •a tmeolves ECO WINDOW SYSTEMS. LLC.gg�gVE OOPM� f W m ro 9114 N.W. 106 STREET m1AM4FIOmDA3M74 MEDLEY, FL. 33178 Tm-(305)2848100 FAX 0406)2626M to ,'o TEL (305) M-6299 COMP-MIL\W13-49EC .. 0000 • • 0000.. 0000.. 0000.. 0000.. • .999 •9 0000. 0000 .. . 9999.9 9000.. 000.90 96 . 6090.. .. . .. . . • 0000• 0000.. ff0OR FRAME W A D a e OX (sm m) XO XX DOOR FRAME WIDTH A � C E F D g S OXx (SHOWN) XXO DOOR FRAME WIDTH A c c F D 8 OXO (SHOWN) DOOR FRAME WIDTH A w 0 M NOTE. O 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS as REQUIREMENTS SEE SHEET 5. a 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. $� n Qii Sf O N � G7 o n $mn 0 Z O 12 Z W rn§ • •• • • C - • • D OXXO xxxx B APPROVED CONFIGURATIONS •• •• • M NOTE. O 1. CONFIGURATIONS SHOWN FOR ILLUSTRATION PURPOSES ONLY. 2. FOR APPLICABLE DESIGN PRESSURES AND REINFORCEMENTS as REQUIREMENTS SEE SHEET 5. a 3. FOR ANCHOR DETAILS SEE SHEETS 7 THRU 9. $� n Qii Sf O N � G7 o n $mn 0 Z O 12 Z W rn§ • •• • • • • • OXXO xxxx APPROVED CONFIGURATIONS ... . . . . . . . . . . . . . . . . . ... . . . . ... . . . • . . . . . . . . . . CAL FIA. PE B 70592 CAN. 3539 pP-9d Ip eomplyl" wllp'kN D6tods aqoC� N q i c drowiN no. W13-49 .000 .. . 0000 0000.. 0000.. 0000.. .. .. • . 0000. • . .•.•.• •.• .• . 0000• 0000 • 0. • • 0000 • • • 0.0.00. 0 •••••• 000.0• 66000 .•.•.. .. • • • 0000' 0000•• • 0000 CHART Of CHART $2 3/16" TEMP. GLASS +, DESIGN LOAD CAPACITY - PSF (GLASS) AVE AGE PANEL 01x0:8 CHE2FKAME .78 mC1SiS GLASS TYPES 'B'. 'Bl' GLASS TYPES 'A', 'Al' WITHOUT HOW. WITH REM. EXT.(+) INT.(-) EXL(+) NL(-) 30 36 42 48 54 30 36 42 48 54 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 _ 82 70.0 80.0 70.0 80.0 70.0 80.0 70.0 50.0 62.2 71.1 62.2 71.1 30 36 42 48 54 84 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 62.2 71.1 622 7f.0 30 36 42 48 54 90 70.0 80.0 704 804 70.0 80.0 70.0 804 70.0 80.0 70.0 80.0 70.0 804 70.0 80.0 - - 622 71.1 30 36 42 48 54 96 70.0 80.0 704 80.0 70.0 80.0 70.0 80.0 _ 70.0 804 70.0 804 70.0 80.0 70.0 60.0 - - 62.2 71.1 30 36 42 48 98 70.0 80.0 70.0 804 70.0 80.0 70.0 80.0 704 804 70.0 80.0 70.0 80.0 70.0 80.0 30- 36 42 48 102 70.0 - 70.0 80.0 - - 70.0 80.0 - --.- -- 70.0 80.0 - - 70.0 804 30 36 42 46 108 - - 70.0 80.0 - - 70.0 80.0 - - 70.0 80.0 - - 70.0 80.0 LOAD CAPACITY - PSF (ANCHORS) j 1 /CARDINAL XL AVERAGE PANEL WIDTH 000.! FNAVE HD" 0,M 4 3NCBM a u' 8N8 11103 6 Age" AT Mm. STfIE mmaks EXT.(+) NT.(-) EXL(+) INT.(-) 30 36 42 48 54 82 70.0 80.0 70.0 80.0 70.0 80.0 70.0 80.0 70.0 804 70.0 60.0 70.0 752 70.0 80.0 62.2 704 62.2 71.1 30 36 4284 48 54 GLASS TYPE 'BI' 70.0 80.0 70.0 80.0 70.0 804 704 80.0 70.0 79.1 77.0 80.0 70.0 72.7 70.0 60.0 62.2 084 622 71.1 30 35 42 46 54 90 70.0 80.0 70.0 80.0 70.0 804 704 80.0 70.0 72.2 70.0 80.0 68.1 66.1 1 70.0 80.0 61.5 61.5 62.2 71.1 30 36 42 48 54 96 70.0 80.0 70.0 80.0 70.0 74.6 70.0 80.0 68.5 66.5 70.0 80.0 60.6 60.6 70.0 804 56.2 56.2 62.2 71.1 30 36 42 48 98 70.0 80.0 70.0 60.0 70.0 72.7 70.0 80.0 84.7 64.7 70.0 80.0 58.9 88.9 70.0 80.0 30 36 42 48 102 70.0 80.0 70.0 1 80.0 69.2 69.2 70.0 80.0 61.5 61.5 70.0 80.0 55.9 55.9X 70.0 80.0 30 38 42 48 108 70.0 75.0 70.0 80.0 64.6 64.6 70.0 80.0 57.3 57.3 70.0 80.0 51.9 57.9 704 77.9 m 3/16" HEAT STREN'0 GLASS 3/8" AIR SPACE n .090" 04TMLAYER 3/16" HEAT STREN'0 GLASS SENTRYGL/S BY 'DUPONT' .090' INTERLAYER 3/16' HEAT STREWO GLASS �TRY�'S BY 'DUPONT 0. 3/16" HEAT STREWD GLASS o 23 ,t it it ^ n u 28 n / i n n 28 a 4 SILICONE ry 'i '� DLJ 99 DOW 889 ii , , / \ /CARDINAL XL \ / \ EOCE SPACER _ ST. STEEL 040S TYPE 'AGLASS TYPE !Al' 7/16' OVERALL W➢ -GIASS_ 1" OVERALL INSUL LAM. CLASS .J. In 3/16" TEMP. GLASS 3/18" HEAT 5IREN'0 GLASS 3/8" AIR SPACE ril 3/16" HEAT STREN'D GLASS .090" NTERLAYER ES BUTACITE PVB BY 'DUPONT' .080" INTERLAYER La 3:. t7 � BUTACTIE PVB BY *DUPONT' 0 O M 3/16" HEAT STREN'0 (;MASS 5 0 3/16' HEAT STREN'D GLASS Z +� 0 �* mm `aaF / 23 li li m 23 ,i d il \ O Pt �/ n n 28 � n om/ i n i 26 SILICONE 'I �� it SILICONE DOW 899 DOW 699 • •• •• ••• ••• •• •• j 1 /CARDINAL XL -j EDGiE SPACER v 7 ST. STEEL i 6 7 GTASS TYPE _'B' GLASS TYPE 'BI' 7/16" OVERALL LAM. GLASS 1" OVERALL INSUL LAM. CLASS 01 mp • ••• • • • • • • • • • • • • 8 ALL EXTERIOR(+) LOADS SHOWN IN CHARTS • ABOVE ARE GLAZING OPTIONS A.- _�s� r�� �11�f � 0 • • • • • • ♦• • FOR DOORS WITH 2-3/4' SILL HEIGHTS. O _ ----- • • • FOR 2" SILL HEIGHT LIMIT EXT.(+) LOADS TO 47.0 PSF i •'^ ' • • 00; • • • • • • • D00RS WITH J-1/8- SILL HEIGHTS ARE NOT APPROVED FOR D4TBRLOCRS WfTHOUT R81NF. INTBRLO(OCS WITH REINF. WATER INFILTRATION RESISTANCE Eng, JAVAO AHMAD SEE SHEET 7 FOR DETAILS CML FLA PE �' 7_0592 CAN. sy.76 NOTE: • 000 • • • 40#0 • • SEE CHART 1 FO SIGN 1OAD CAPA,GITY OF•ISESIRED:GL &S 6IZi AND REINFORCEMENT. SEE CHART J2 FO 0 CAfyLCr&, • • • • • LOWER VALUES F ANCHORCHAIRT TALL APP:1•TO&N}IRE SYSTEM. • • • • NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS ` G drawing 9 W13-49 DOOR FRAME WIDTH AVERAGE PANEL WIDTH - NUM( R PANELS AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 sfreef $ of �2 (MAX. 4 PANEL OR LESS) • • • ••• • • •• •• ••• ••• •• •• 0000 • to 0000.. .90 6 �.09 • 0000.. 0. .• • • 00 • 0000.• • 000000 • � 6 .. . 06966 0000 • 60 • • 0000 to .999.. 9.9... 006.00 9. 9 60099 .• e • • •. s •...s • .0•.•0 6 • 9.9 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING —--AT-ii= - — — — — — TYPE 'A'- 1/4" DIA. ULTRACON BY '€LCO' (Fu -177 im, Fy-155 KSQ INTO 26Y WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONCRETE 1-1/4" MIN. EMBED INTO CONCRETE {. TYPE 'B'- IX DIA. ULTRACON BY 'Et (Fu=177 K51, Fy=155 Ksi) DIRECTLY INTO CONCRETE 1-1/4- MIN. EMBED TYPE 'C'- 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 cRs) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (1/8" THK. MIN.) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) L— —(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) I — AT SILL — J TYPE 'B'- 14' DI�UL�����' (17u=177 KSI, Fy=155 Kst) DIRECTLY INTO CONCRETE 1-1/4" MIN. EMBED L — _— _ _ — — — AT JAMBS- LTYPE 'A'- 1/4" DIA ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 Ksl) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'B'- 1/4" DIA. ULTRACON BY 'ELCO(Fu-177 KSI, Fy=155 10) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY TYPE 'C'- 1/4" DIA, SELF DRILLING SCREWS (GRADE 5 DIM) NTI V•�i %JLL.�Ij (1/8" THK. MIN.) INTO I�AZ STI STEEL• 1/8" THIt. 1R.•(F�-•36�KSt MI�, ALUMINLAA•: 1/��TF C. JIN.(6�63. 5•MIN.) • L — (STEEL•111 COWWAT Wf_**ALUMINUM•TO•BE* PLATED OR PAINTED) j ES ANCHOR EDGE O�� INTO CONCRETE 2-1" #IIN. • • • • • • • INTO WOOD STRWTURE =91 MIN. • • 060 • • INTO METAL STRWGME -o3/4" MIN. • • • • • • • • • • • • • • • • CONCRETE AT HEAD, :SILL QR• JAMBS fie = 3090 PSI MIN! • • • • 0-90 HOLLOW/FlLLEO BLOCK AT JAMBS I'm - 2000 PSI MIN. ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • FIA. pprmd n—piyIng with tht Flarms oid tg Co •N Dide MTesd Dale ihu I C.,��3i�1 J'ent drawing no. W13-49 I 1 TYPICAL. ANCHORS �u FSEE ELEVS. 1BY Y100D BUCK ^ •(SEE NOTE SHEET 1) m r M � G7 tdElAL EDGE-STRUCTURES DW. r �=Nrp I y •AG�,EREO .. `a• 3'1%MIN. EDGE DIST. 3-118" � �� EDGE DIST. F � J I STAGGERED STAGGERED I a 0 21 V o a TYPICAL ANCHORS 4 7MTYPIC�A.L FOR SPEACINGLL ELEVSSPACING Ip FOR SPACING----------------- e�lj l i MNMI—DARE COUNTY 1 it II it 11 11 APPR'D MULLLCN li 0 U U I li 11 SEE SEP TE NOA i1 ter{ �UI 10 li 11 11 II II 3_t B" i v J II II Ij II I 11 I STAGGERED I 11 `L_______ J o II 11 1 11 II I II II 1j 11 I! II II I! II II II II 11 II Z W � 11 I I w ptorsd ae c°mplging el�fM c n 4 h h h II ri I I I I 11 11 I TYPICAL ANCHORS Dwtv � L+ g 0c3" m FOR SPACING NINPlM1 `o t Z r� W dWEEPHOLES' Z _ a lYi I W1 = 1-1/2" LONG NOTCH AT EACH END. 0 II II II li II 13, 0 t]v W2 = 3/16" X 3/4" LONG WEEP NOTCH AT 22" FROM ENDS W � [•k"7 �I 11 j 1 it AND 36" O.C. o G7 it W3 = 3/16° X 1" LONG WEEP NOTCH AT 5" FROM ENDS II ! II I II AND 36" O.C. Ii II Ij Ij Ij III yI W4 = 1/4" X 1" LONG WEEP NOTCH AT 5" FROM ENDS �1 ii i it AND 36" O.C. li a li li it ° 1 1 li q a PILE PADS: ° 23 t1 �� II II 1� II a to P1 =OPEN CELL FOAM AT EACH WEEP HOLE LOCATION $� 1-1/16" LONG X 7/16" WIDE X 7/16" HIGH to t3 P2 = SELF ADHESNE PILE PAD 1" X 3/8" X 1/4" HIGH m m ©12D6PO • P3 = SELF ADHESIVE PILE PAD WITH MULTI INTEGRAL FIN m o 'a' 2-1/2" X 1" X 3/8" HIGH • • • • • • • • • = C q Wa • • • • • : : • N a N P4 = OPEN CELL FOAM AT INTERLOCK & ASTRAGAL o 2" LONG X 1-7/16" WIDE X 7/16" HIGH Engr JAV�LANMAD ' 9 :. •ri..T� .. i 4• • • • • • F A. PE s9 592 }` .::. ::: p'. ' .:T'.::^' • • NOT AWRWEO• • UMD MAX. LIMIT MAX. ��. CONCAVE e • :. . i ' P3 • FOR VOTERbRE$STANCE EXT.(+) LOADS EXT. +) LOADS 3 K$k 4tgd .Q a••�, �-` _. :• +. • • • • • • TO d7.0 PSF TO �0.0 PSIF FDc DINT ' '-p/8 • • • su I• HFIr}4T VS WATER RESISTANCE EXT.(}} LOAD droving no. STAGGERED' TYPICAL. ANCHORS — — pl SEE ELEVS. SEE CHART 4 FOR DOOR CAPACITY W13-49 FOR SPACING aheat 7 of 12 • • • • • • • • • • • •• •• • • • •• •• • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • 0 CML RA. PE Y 7r CAN. $SJ n�/i71U4/d m CunyA,�.tlg a.iA l.i Atge� t� C� NOAfI � ^o Z- Mlau eP�CoW+ol drawing no. W13-49 sheet 8 of 22 TPICAL ANCHORSSEE FOR SPA&E z Q F �o ri. �i Nr M3 m di �Wel� lsll`� •...�' I CML RA. PE Y 7r CAN. $SJ n�/i71U4/d m CunyA,�.tlg a.iA l.i Atge� t� C� NOAfI � ^o Z- Mlau eP�CoW+ol drawing no. W13-49 sheet 8 of 22 80` F j Nr M3 m CML RA. PE Y 7r CAN. $SJ n�/i71U4/d m CunyA,�.tlg a.iA l.i Atge� t� C� NOAfI � ^o Z- Mlau eP�CoW+ol drawing no. W13-49 sheet 8 of 22 .00. .. 0000 . . ..6.6. 0000.. . . 0 . 0000.. 0000.. . 0 .. .. . 0000.. 0000.. ..see..0000. 0000 . .. 0000.. 0 0000 .. . 000069 0600. 0 so so . . . .. . . . 0 . . .60. 000000 ` . . . . . PANEL WIDTH M REINFORCING PANEL WDTH AS REQD, SEE SHEET 5 FOR CAPACITY TYPICAL ANCHORS SEE ELEV. FFOR SPACING AND QUANTITY 22 ASTRAGAL EXTERIOR 27 Ld PANEL WIDTH W, o LLI 13 00 CIVIL 0 00 FLA. PE tM92 ITEM B PART 0 QUANT117 BESCRDVTION MATERIAL MANF./SUPPLIER/RSMARXS 1 E701 1 FRAME HEAD 8005-T5 2 E702 1 FRAME SILL 8008-T5 - 3 E703 2 FRAME JAMB 6083 -TS - 4 E704 2/ PANEL PANEL TOP AND BOTTOM RAIL 6063-T8 - 5 E705 AS RQD. PANEL LOCK STILE 6063-T6 - 6 E708 AS READ. PANEL OUTER INTERLOCK 6063-T8 - 7 E707 AS READ. PANEL INNER INTERLOCK 6083 -TS - 8 E708 AS REQO, PANEL MALE ASTRAGAL 8083-T8 - 9 E709 AS REQD. PANEL FEMALE ASTRAGAL 6063-T6 - 10 E710 AS REOD. GLAZING BEAD 7/18" LAN CLASS 6083-T6 - 11 E711 AS REOD. GLAZING BEAD 1' INSULATED GLASS 6063-T8 - 12 E712 AS READ. SILL TRIM 6063-T6 OPTIONAL 13 E713 AS READ. 2' SILL RISER 8063-T6 - 14 E714 AS REOD. 2-3/4" SILL RISER 6083 -TB - 15 E718 AS REQD. FIXED PANEL CUP 6083-T6 - 17 E717 AS REOD. INTERLOCK STIFFENER (FULL PANEL LENGTH) 6063-76 - 18 ®10 X 3/4' HWH SMS AS READ. FRAME ASSY. SCREWS ST. STEEL. - 18A 010 X 1' FH SMS AS REOD. PANEL ASSY. SCREWS ST. STEEL - 19 ge X 1/2' PH SMS 2/CUP FIXED PANEL CUP SCREWS ST. STEEL AT 3" FROM ENDS de 16' O.C. 20 010 X 1-1/4' PH SMS 1/ ROLLER ROLLER INST. SCREWS - NOT SHOWN 21 WEATHERSTRIP AS REOD. FRAME AND PANEL WEATHERSTRIP - FlN SEAL .190 HIGH BY ULTRAFAS 22 E235 AS READ. INTERLOCK BUMPER BULB SANIDPRENE ULTRAFAB 23 E203 AS READ. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65f5 24 PR03-6005 2/ NOV. PANEL ROLLER ASSEMBLY - INTERLOCK (1/2' WIG. SPACER REQD.) 25 -�26 E718 Q8 X 1/2" PH SMS 2/PANEL 2/CUP FWD PANEL SKATE FD(ED PANEL SKATE INST. SCREWS DELRIN ST. STEEL - - -- �- 27 - AS READ. 3 PLY QUAL PO4NT LOCK ASSEMBLY - BY INTERLOCK 28 AS REQO. BUMPON (SWCONE SPACER) SDICONE BY FRANK LOWS SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH WHITE/ALUMINUM COLORED SILICONE. FLA PE /70892 CAN. 3639 / �'•i=' '`, I' .' fat -a PbAd. ed�d�G:eez�a•Bhel NKo�- bfk ePro�fctQaofrd a 1�i1 ro h z [i Zi^ n L�i 1 0 d n a U;;w ' LTi W � M Nr drawing no. W13-49 . .. .. . 6060 . 6666.. 6666.. . . . . 0009.. 6666.. . .. .. . .. 6666.. 6666.. .. . 6666. 6666 . .. 666600 6666 .• . . 666.. . 6666.. 6 666 .. . 6666.. .. . 6.. ... . . . 0000 6966.0 . . � i t 5.059 1.1281.312 3.582 .078 1.824 1.8-m - 3.562--�(j 12S I �11I[ 1,848�_ .1301 r 93� •0'u .082 .693 O Z e f� 8 J .93� .050 1 �_ .082k-1.252 M.078 2.105 .078 728211.998 2.625 GLAZING BEAD GLAZINGBEAD Y. a' G n n A94 2.825 OO FRAME READ Q PANEL LOCK STILE 7 O PANEL INNER INTERLOCK 10 1' IN6UL LAM. Goss 11 7/18' Q & g q Q Q 1.144 1.998 1.471-1 I@g@gj 082 3.250 2.313 .076 .210 1.047 .210 •063 1.837 1.047 .210 .O6B 2.687 1.047 O Z 7y l� 3.582 F7- 2.105 1.848 .•. � 5532 1.998 1.823 2.825 12 SILL TRIM 13 2" SILL RISER 14 2-3/4" SILL RISER o N '082 OO PANEL TOP &BOTTOM RAIL OO PANEL OUTER INTERLOCK i�' w i tp ro yl M .915 �+- 357 .149 ] 1 -2.248-.725 _O CT Z_ d O Q A 62 1.540 .078 1.494ED W a) m FRAME JAMB 15 FIX. PANEL CLIP .128 17 INTERLOCK STIFFENER P1opptids88M4ca p7y7o8wTNtiSe - - - cg 0 - - - - 7.se6 2,087 1.138 1.022 3.887 3.437P�G'��'4�t?RG .078 5.274 2 FRAME SILL O •• ••• • • • IM4 • • • • • • • • • • �p • • • • • • • • 3.996 .078 1.824a 1'848 �• 5 0 .078 Fngrt JAV AWAD CN&/ SCAB.b538 92 i 2.500 • • • • • • • • • • • drowi W13-49 �l v PANEL FEMALE ASTRAGAL OO PANEL MALE ASTRAGAL sheet 11 of 12, • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • •... .. 0000 0000.. .. .. . .. 0000.. 0000 0000 .. 0000., 0000.. 000.0. •. , 0000.. . . . .. • .. • • • 0000 0000.• w .w.w. w sews 0669. w.w.. •www• .ww • w \w • w •www s m = c aalc �_�_13 rev ions: SERIES -700 ALUM SLIDING GLASS DOOR (LMI.) A--FAROOQ CORPORATION m g a no pe escn on ENGINEERS & PRODUCT DEVELOPMENT I11c, _' awlm ,�2• _ ,• A 01.1&14 No CKWW nns ECO WINDOW SYSTEMS, LLC. 1.235&VJ.87AVE 1:1 GJ� 9114 N.W. 106 STREET MIAMI, FLORIDA 33174 I ar. NAmo MEDLEY, FL 33178 TELCJM26"t= FAX 2s2�78 TEL :306% 868-6289 COMP—ANL W13-49EC0 • ...... .... . . . ' • . 9k,VEWW,•:.•.• • REVISE AND RESUBMT •""• •. • • . WECTED,•:FURNISH AS CORRECTED • 00 . • • . 00*0 '60;00 ,Co%e�ctions oar C�orgTents made on the shop drawings • dutin this review do not relieve the contractor from 00 00 c� mp lance -with the requirements of the drawings and • specification. Ihrs check is only for review of general 000000 •Los3aimance with the design concept of the project and LOGO: general compliance **with the information given in the "ccItract doAned". The contractor is responsible for: &TAPining and correlating all quantities and dimensions: Selecting fabrication processes and techniques of construction; coordinating his/her work with that of all other trades; and performing his/her work in a safe and satisfactory manner. Ralph Tait Arch Inc. jitect Date: ( I By: Soso . 9 . . SSSS SSSS.. SSSS.. 90S .0900. ...S.s . 9 SSSS.. 0000 99 . • SSSS . .. 90.0• SSSS.. .. 9 SSSS. . . . •o9.S• • 9 . . .000.0 . 9 s 9....s .. . 0000 9 . v , MIAMI • MIAMI-DADE COUNTY 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) 3nww.niiaP0dad%gov/2era1 Vision Hollow Metal Limited 400 Zenway Blvd., Unit 1 Woodbridge, Ontario L4H 057 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 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. Tire 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; -Single Outswing Steel Doors APPROVAL DOCUMENT: Drawing No "AD10-10", titled "Single Outswing Steel Door", sheets 1 through 5 of 5, prepared by MCY Engineering, Inc., dated FEB 16, 2012, signed and sealed by Yiping Wang, 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: Large and Small Missile Impact Resistant 9696 LABELING: Each unit shall bear a permanent label with the manufacturer's name or laboroodbr�dge, • Ontario, Canada, series/model and following statement: "Miami -Dade County Product.Qpptrol Ap"prvA unless otherwise noted herein. 666:6. 6666.. RENEWAL of this NOA shall be considered after a renewal application has been filed. ilt'ldtbere h$Sbee:z no • change in the applicable building code negatively affecting the performance of this produde * 6 6 • "" • 6666.. .6 6 6666. TERMINATION of this NOA will occur after the expiration date or if there has been axbvision oevelian4e in the..... materials, use, and/or manufacture of the product or process. Misuse of this NOA as an en4tr1ement of any - • product, for sales, advertising or any other.purposes shall.automatiWLy terminate this NOA. Paiiure.V.%1Wply • • • • • • - with any section of this NOA shall be cause for termination and removal of NOA. .0. :6096: ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and *pllowed 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 # 10-0420.04 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P.E. ste�✓1 NOA No 12-0223.29 ✓[--""" Expiration Date: July 14, 2015 ,� h�kt Approval Date: May 17, 2012 Page 1 1 ..6. 6666.. .. .. . .. 6666.. 6666 . .. 6666. . . 6666. .. . . 6666.. 666.0. 0 ...00• .• 0 0000.0 .. . ... . 0. . . 0000 000000 .... Vision Hollow Metal Limited NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (Submitted under file # 10-0420.04). 2. Drawing No "AD10-10", titled "Single Outswing Steel Door", sheets 1 through 5 of 5, prepared by MCY Engineering, Inc., dated FEB 16, 2012, signed and sealed by Yiping Wang, P.E. Note: This revision consists of FBC 2010 notes only. B. TESTS (Submitted under file # 10-0420.04) 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 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 24113.2.1, TAS 202-94 Along with manufacturer's parts and section drawings of flush outswing steel doors, marked by Hurricane Test Lab, Test Report No. HTL 0549-0706-09, dated 03/12/10, signed and sealed by Vinu J. Abraham, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared by MCY Engineering, Inc., dated 03/26/10, signed and sealed by Yiping Wang,. P. E.(Submitted.under file.# 10-0623.02) . D. QUALITY ASSURANCE 1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA). E. MATERIAL CERTIFICATIONS (Submitted under file # 10-0623.02) *see 1. Tensile test report # 10CM-392, dated 04/06/10 prepared by QC A/ietallurgicalr Inc., shear • . . and frame samples, signed & sealed by Frank Grate, P.E. • • . • • . • . • 2. Tensile test report # 10CM-204, dated 03/02/10 prepared by QC 1Vjiflurgical, Inc., sheet'" samples signed & -sealed by Frank Grate P.E. :00901: see* 0 so 0 • ...... .. F. STATEMENTS . ..... 1. Letter of conformance to FBC 2010 & 2007 dated 02/17/12, signed !hd sealed by Yiping • Wang, P.E. : ' : . . see*:* 2. Letter of conformance -to FBC 2007 &--'To' fi cial4intcrest" 03',26/10' sigrMfia sealed • by Yiping Wang, P.E.(submitted under file # 10-0420.04) • • • • • • • • 3. Lab compliance as part of the above referenced test report. • G. OTHER 1. This NOA revises NOA # 10-0420.04, expiring on 07/14/15. 2. Distributor Agreement between Vision Hollow Metal Ltd., Ontario Canada and Cafferty Building Products, Florida USA, dated 10/11/10, signed by Nick Siragusa and Bob Lafferty, respectively (submitted under file # 10-0420.04) Jaime D. Ca con, P. E. Product Control Section Supervisor NOA No 12-0223.29 Expiration Date: July 14, 2015 Approval Date: May 17, 2012 E-1 ...... .... . . ...... . .. ...... 6..e. ..... .... ..... . .. ...... ...... .. . .. .. ...... . . ...... . . . . . . . N TYPICAL ELEVATION MAX DESIGN LOAD (F0R812E8Wi0%WA9M0R6AVM O +76.0 PSF -76.0 PSF ONLY ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SINGLE OUTSWING STEEL DOOR - THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 20072010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). • DOORS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. - DOORS APPROVED FOR INSTALLATIONS WHERE WATER INMTRATION RESISTANCE IS OR IS NOT REQUIRED. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. - ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL - MATERIALS INCLUDING BUT NOT LIMITED TO STEEUMETAL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS. _ METAL STRUCTURES NOT BY VISION HOLLOW METAL LIMITED MUST SUPPORT LOADS IMPOSED BY DOOR SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. - WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE • A LOAD DURATION FACTOR IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. - DOOR PANEL• MIN. 2D GA. STEEL Py A 47.6 KSI MIN. DOOR FRAME: MIN. 18 GA. STEEL FY - 46.1 KSI MIN - DOOR PANEL OPTION: STAINLESS STEEL A316 OR Aw MIN. 20 GA Fy-47.6 KSI DOOR FRAME OPTION: STAINLESS STEEL A316 OR A304 MIN. 18 GA. Fy-46.1 KSI NOTES: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. DADE COUNTY mAD10-10 °14Oss�SStOt3P;�`i°° N OF s • OPTIONAL EMBOSSE • • • . • • Mo LEf F VP TT�RNS • • • • . • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • SINGLE OUTSWING STEEL DOOR - THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE 20072010 EDITION INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). • DOORS RATED FOR LARGE MISSILE IMPACT AND DO NOT REQUIRE SHUTTERS. - DOORS APPROVED FOR INSTALLATIONS WHERE WATER INMTRATION RESISTANCE IS OR IS NOT REQUIRED. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. - ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL - MATERIALS INCLUDING BUT NOT LIMITED TO STEEUMETAL SCREWS THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS. _ METAL STRUCTURES NOT BY VISION HOLLOW METAL LIMITED MUST SUPPORT LOADS IMPOSED BY DOOR SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. - WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE • A LOAD DURATION FACTOR IN ALLOWABLE STRESS IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. - DOOR PANEL• MIN. 2D GA. STEEL Py A 47.6 KSI MIN. DOOR FRAME: MIN. 18 GA. STEEL FY - 46.1 KSI MIN - DOOR PANEL OPTION: STAINLESS STEEL A316 OR Aw MIN. 20 GA Fy-47.6 KSI DOOR FRAME OPTION: STAINLESS STEEL A316 OR A304 MIN. 18 GA. Fy-46.1 KSI NOTES: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. DADE COUNTY mAD10-10 °14Oss�SStOt3P;�`i°° N OF s ...9 .. 0000 0000.. 0000.. .9 .. . .. 0000.. . 0000.. :00 . . 90 ... 0000 . 96 0000. 6 0000 .. .0069. 0000.. 000000 .. . ....9. 69 . .. .00 900.00 . CONCRETE ° a I WWI q • • HEAD DETAIL q ••• • • _TYPICAL ANCHORS 0 JAMB: (SEE 8". FOR SPACING) TYPE A 8118° DIA. UI.TRACONS BY TB.CO' •Fy-166 KSI Fu =177 KSI • • • • • • DIRECTLY INTO 20Y WOOD BUCK • • 13 • •• DIRECTLY INTO fe'-3000 PSI CONCRETE • • • •• •• 1-1r." MIN. ®ABED O2-10 • • ••• MIN. EDGE DISTANCE • Z TYPE B. W DIA HLC SLEEVEANCHOR BY'HILTP DIRECTLY INTO f0' G= PSI CONCRETE, 3" MIN. EDGE DIST. g DIRECTLY INTO fc'=21100 PSI CONCRETE BLOCK, 3.11C MIN. EDGE DIST. 1414' MIN. EMBED 3 TYPE C. 3t8° DW SLEEVE ANCHOR BY V EJ•PI' DIRECTLY PITO (e'=4000 PSI CONCRETE, 2-318" MIN EMBED DIRECTLY INTO fc'-2600 PSI CONCRETE BLOCK, I -Ile MIN. EMBED 3.12" MIN. EDGE DISTANCE • • • • •"Er..NE�..E. RINE B �PD �'O 00 PSI CONCRE • •TYP.ANCHOR EDGE • • • • • n P� H•H• •T>WTANCE• B76^ DIA SMS OR M CHINE BOLTS LMA1. GRACE 2 CM OR STAINLESS STEEL DIST. INTO METAL STRUCTURES (STEEL OR ALUMINUM 10Y MIN. THICK) TYPICAL TH ESHOLDB STEEL. FY=3SKSIMIN. • • • • • • • F�.1�A�JUM' 8083-� MIN. • • • • (BTEE6IN CON116CT W nWUWNUM TO BE PLATED OR PAINTED) ••• • • • • • • • • • • • • • • • • • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Mr -TAI HEAD 29" q TYPICAL ANCHORS 0 THRESHOLD: (SEE ELEV. FOR SPACING) TYPE F. lM' OR 8116' DIA ULTRACONS BY'ELCO' Fw=188 KSI Fu o 177 KSI DIRECTLY INTO ( -MO PSI MIN. CONCRETE 1-12" MIN. EMBED 2.12" MIN. EDGE DISTANCE 1F1"TAPCON BY ITW Fa=00 KSI Fu=120 KSI DBtECRY INTO fo'=3000 PSI MIN. CONCRETE 144 MIN. EMBED 2-12" MIN. EDGE DISTANCE SEALANT: ALL FRAME JOINTSAND CORNERS TO BE SEALED WITH SILICONE AT PERIMETER [M -AL BTRUCTUAEB NOT SY VISION HOLLOW METAL LIMITED USTSUTLOADSIMPOSED BY DOOR SYSTEM ANDRANSFER THEM TO THE BUILDING STRUCTURE. PBklDU4Tmv o �Ne Y tti u�eui nenc rrn �wm oEa M0. AD10-10 2OF6 0000 .. 0000 . .0000. 0000.. . . . . 0...0. . ...0. .. 0 . .0 60 . 0. 6006.0 . 0 . . 0000.. .. . 0000. 0000 . .. 0000. 6 . . 6 0000 .. .0000. 0000.. 0 ...0.• 00 . 0000.0 .. ... . . . 0 . . 0000 0000.. o �2R �U M 0 TYP. ANCHHOR n JAMB DETAIL • • • • • • • • VVE VWT • •• • • • • ••• • •• ••• • • •• • • • •• • • • ••• •• ••• ••• • • •• ••• • • • ••• • ••• • • • • • • • • • • • • • • • • • • •• • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • EXTERIOR EXTERIOR D JAMB DETAIL (LOCK OPTION 1) METAL STRUCTURE O D JAMB DETAIL (LOCK OPTION 2) �p R * MAX. M SPACE °° t3d REcI =RICVIpia wB ow nwi R ?Z 'Iw1M �S;ON MUGA WOE COUMY 11 ADIO-10 90F6 0000 0000.. 0000 . . 0000.. .0866. .. 0000 0000. .. . 0000 0 0000. . .. 0000.. . . 0000.. .. . .. .. 6 .49..6 0.4900 . 9 . . 0000.. 0000.. . 0000 .. LOCK OPTIONS C.J "2000 SERIES RIM PANIC'DESIGN HARDWARE LOCATED AT 39 %e UP FROM THE BOTTOM EDGE OF i THE OPERABLE PANEL I ` I \ \ \ c "SCHLAGE AL53PD" CYLINDRICAL LOCK LOCATED AT 39 % " UP FROM THE BOTTOM EDGE OF THE WRABLE PANEL, WITH "SCHLAGE B880P" DEAD SOLT. CENTERLINE OF DEAD BOLT TO BE AT 7 %4" UP FROM CENTERLINE OF DOOR KNOB." SCHLAGE 10-026" `\\ STRIKE PLATE LOCATED ON FRAME RUNE WITH LOCK \ \ HINGES (3) "HAGAR 1279 HINGES' OR "HAGAR 1279 NRP HINGES" TOP: 7 UC DOWN FROMTHETOP OF THE OPERABLE PANEL TO THE TOP OF HINGE. MIDDLE 31 1Ve FROM THE TOP OF THE TOP HINGE TO TOP OF MIDDLE HINGE. BOTTOM: 31 tie FROM THE TOP OF THE BOTTOM HINGE TO TOP OF MIDDLE HINGE. DOOR EDGE CONSTRUCTION LOCK SEAM E::: . ... ••• ... . . BILL OF MATERIALS • • ART NO. MATERIAL QUANTITY DESCRIPTION MANFJSUPPLIER J34ARKS t(DT279 477S STEEL STEEL ALUMINUM AS REOD. AS READ. 1 FRAME HEAD IJA B (2" x 6 ' DOOR FACE SHEETS (38" x 84" x 0.032°) BUMPER TRESHOLD (6"x )a" x 0.094' 18 GA•(0.053"MIK) GALVANNEAL STEEL (Fy - 46.1 KSI) 20 GA.(0.032 MIN.) GALVANNEAL STEEL (Fy - 47.6 KSI) HAGER8083-T6 • 875S • AS READ. WEATHERSTRIPPING HAGER STEEL 3 PER LEAF HAGER 1279 HINGES HAGER 8 - STEEL AS READ. MASONRY WIRE ANCHOR 0.173 DIA. Fy -So KSI 7 STEEL AS READ. CLOSER BOX (1 %e x 4%e x 0.063' 16 GA. GALVANNEAL STEEL 8 - STEEL4AS AS READ. END CHANNEL (1 %" x 1 �" x D.Ml) 16 GA. GALVANNEAL STEEL 9 STEELAS READ. HINGE REINFORCEMENT 10 GA. GALVANNEAL STEEL f0 STEELAS READ. EMA ANCHOR • • 000, • • • • SID OLLOW METAL 17 _13 STEEL READ. EMA ANCHOR OPRTON • • • • • • S HOLLOW METAL 1 STEEL AS READ. CYLINDRAL LOCK REINFORCING • • • • • • • 13 - AS READ. HONEY COMB 1"CELL OR CORE . ... ••• ... . . ••• • • ••• • • • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• • • 12 CYLINDRICAL LOCK REINFORCING FRAME CONTINUOUSLY WELDED AND GROUND SMOOTH FACE WELDED CORNERS COMPLETE WITH 34e WELDED BEAD FRAME CORNERS pNHHLL7YEVIiBU w�Lo��i r r�p61Ae w1e 1.v dog " PE mCA -49 F MAW MADE NN o®®ssStON 4 OF 0000 0000.. 0000.. .. .. . 0.0000 0000 0000.. 0000.. 0000.. .. . ...... 0 00000. FRAME HEADMAMB 112" D94" s" OTRESHOLD 0 r 1 114 1/4° 56 SMS 2" FROM END C� 8" O.C. ,� WEATHER'STRIPPING 512-24 MS 4 PER LEAF 4.600° 10.0287" 0.173° 4% 1 %e" 6 �B" I -LT - 2%e 18° 2- 7 CLOSER BOX 0.0 1 .0906 11.006 8.100 DIMPLE (6) m • • • . • • • • 3.413 0 $ w • • • • • • • • • • • •• •• • • • •• •• ••• •• • • • MASONRY WIRE ANCHOR • • W z Fy=KSI •.• •�• ••• a o • • n AN r6�°e s AZ1 0.0 1 .0906 11.006 8.100 DIMPLE (6) m • • • . • • • • 3.413 0 $ w • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 0.0 1 .0906 11.006 8.100 3419;8" AREA (0.77En O OD d 8 END CHANNEL DIMPLE (6) m OQ � ENo 266 JII`— 3.413 0 $ w 14 e o z z ro �� e e R.237 (8) V z Q.6: .025 z m a HINGE REINFORCEIUtENT Z N W z ��� a o 11 -MA ANCHORal 3419;8" AREA (0.77En O OD d 8 END CHANNEL * CAN. 26677 AD� 10 10 WA A6 OAUE COUNTY SSO'ISBo��NA°„1\®0e0� 6 OF e m OQ � z z o : r$ a 12 Z O Z N y S 10 EMA ANCHOR 11 -MA ANCHORal n AN r6�°e s AZ1 * CAN. 26677 AD� 10 10 WA A6 OAUE COUNTY SSO'ISBo��NA°„1\®0e0� 6 OF e 4444 .. 4444 4444.. 4444.. .. .. . .. 4444.. 4444.. 00 . 4444. . 4444 .. 4444• . • . 4 4444 .. f.0.0 • 4444•• • • • 404.• 0. •• • 4.00•. • • • • .• • •• • . . • ...f .0.0.. 0090• y •••••• • •• •••••• • • • • Ij,IIEWEj;•"'.REVISE AND RESUBMIT ••••• •• RrJrCTEI;i• •-FURNISH AS CORRECTED • • Corrections of ("fti:nts made on the shop drawings •: •• • • dlurin this review dotiot relieve the contractor from • • comp fence with the requirements of the drawings and a s{ �eoifications.:Thiv4l ck is only for review of general coAmance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for: confirming and correlating all quantities and dimensions; Selecting fabrication processes and techniques of construction; coordinating his/her work with that of all other trades; and performing his/her work in a safe and satisfactory manner. Ralph Tait Architect, Inc. Date: (, By: .0.. 6.00 . .. 0000.. .. . 0600.. . .0... . 0 0000. . .. ....6. 0000. . . .. .0.0 00000• 9.0600 . .6 0000.0 . . 0 . . 900000 0000 . . 0 MIAMI•DADE D LOH-DARE COUNTY M7111 PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SSV 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T(786)315-2590 F(786)3152599 NOTICE OF ACCEPTANCE (NOA) www.miamidadt.gov/economy Eco Window Systems, LLC 91.14 NW 106 Street Medley, FL 33178 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 proposes. 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 "Eco -Guard 200" Aluminum Horizontal Rolling Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco -Guard Series -200 Alum. Horiz. Rolling Wdw. (L.M.I.)" sheets I through 7 of 7, dated 02/24/09, with revision D dated 02/12/14, 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. • *see • � sees sees.. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant • • .. • • • e . LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, City, state! • • •: • sees. modellseries, and following statement: "Miami -Dade County Product Control Appr4jj& , unless 6therwisd.. • •; noted herein. •sees' • •• sees. RENEWAL of this NOA shall be considered after a renewal application has bee'M Eifel and there has been.;.. • no change in the applicable building code negatively affecting the performance of Wis �foduct. • • • **sees TERMINATION of this NOA will occur after the expiration date or if there hatbeen P revi cion or change •, in the materials, use, and/or manufacture of the product or process. Misuse of this NCIA as al ftd;rsements . • " of any product, for sales, advertising or any other purposes shall automatically terminale this N"Failui • • • to comply with any section of this NOA shall because for termination and removal of NOA. so:* 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# 13-0206.03 and consists of this page 1 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. .... .. .. . .. .• . .. . • .... • 0 0000 Eco Wiudaw 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) Cyclic Wind Pressure Loading per 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: 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-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312,118) @ G o •• 0000 3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20tj44 • • • . 2) Cyclic Wind Pressure Loading per FBC, TAS*203-94 • • • along with marked -up drawings and installation diagram of a XZM-aluminue horizontal sliding window, prepared by Hurricane Engineering & Ydsting O8% -:;Fest Report No. HETI-08-22268, dated 01A5/09, signed and sealed } Eandide F.Font, P.E. .. (Submitted under NDA#09 0312.08) • �' 4. Test reports on: 1) Uniform Static Air Pressure Test, Loadingper 1BC T*242-94 along with marked -up drawings and installation diagram of a XQX Wumimvu, ,, horizontal sliding window, prepared by Hurricane Engineering & Testing,, &., Test Report No. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) E-1 0000.. 0000.. 0000.. 0000. 0000. 0000.. 0000.. 000000 ManuPerez, P E. Product Contrdd Exa n eer NOA No. I - 317.01 Expiration Date: May 27, 2019 Approval Date: April 10, 2014 •eee • • • • • •e••ee • • • • • • ee••• •••• • ee ••••• •• • • ••ee e•eeee •ecce• • • • • ecce•• •• • •eeee• • • • • • • • • ••e• 0000:0 • • • Epo Window Systems, LLC - NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (comviuED) 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 01/15/09, signed and sealed by Candida 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. (Submilled under NOA#09-11312.08) 7. 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-08-2229, dated 01/15/09, signed and sealed by Candido F. Fant, • (Submitted under NOA#09-0312.08) • • • .. • 8. Test reports on: 1) Large Missile impact Test per FBC, TAS 201'24 • • • • ..... 2) Cyclic Wind Pressure Loading per FBC, T $.* jQ3-94 ' • ; • • • along with marked -up drawings and installation diagram of a X=d1umiriu2% • •• • •' horizontal sliding window, prepared by Hurricane Engineering 4%•T-esting..I�nc, Test • • ; • • Report No. HETI-08-2230A, dated 01/15/09, signed and sealdd by Candida F. -.Vont, ...... P.E. • ' ....:. (Submitted under NOA#09-0312.08) • • • • • • •:.: 9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 24I'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. (Submitted wider NOA#09-0312.08) r' q Ma iue ere P.E. Product Cont i E miner NOA No. -0317.01 Expiration Date: May 27, 2019 Approval Date: April 10, 2014 E-2 t •00. .. 0000 • 000000 .. • e • � 0 0000•• • •.••.• • • •. • to •• • of 0000.• • • • • • • se•.• 0000.• •• • • 0000 • •• 0000• • • • • 0000 •• • • 0000.•• 0000•• • • •• • 000000 •• • •.• . .� • • • 00 • • • • 0000 000..0 • • • 0000 t 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 sealed 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 ButaciteO 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 1. Statement tetter 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 Jaime Gascon, P.E., Chief, Product Control Section. G. OTHER 000 1. Notice of Acceptance No. 13-0206.03, issued to Eco Window Systems, LLV, r4j their Series "Eco -Guard 200" Aluminum Horizontal Rolling Window I.M.l.", anss ved .... • • on 05/02/13 and expiring on 05/27/14. ' • • • • • • • 0000:. 0000.. 0000 �• � 0000.. 0000 . .. 0000. 0000.. .. • • 0000. 0000.. • .. so 0000.. :000e: 009 .. .0000 :0000: Manuel Pe a, .E. Product Control xam' er NOA No. 1 - 7.01 Expiration Date: May 27, 2019 Approval Date: April 10, 2014 E-3 0000 .. 0000 • 0000.. • � � 0000.. 0000.. , 0. .• • .• •.s.•• • • • • • i •••.i 000•.• •• 0000 • .• 00000 . , . • • •• • , • 0000 0000.• ..0.00 • • • • 0000.• 0 06 • � • 0000 0000.• 0000 3 FALSE MUNRNS (SURFACE APPLIED) MAY BE USED 31 1/4- 31. OPGl 35 3/8' WIDTH 32 3 1/2° MAX . HEAD/SILL CORNERS A. Z 0 � 55 FALSE MUNTINS (SURFACE APPLIED) MAY BE USED WINDOW WIDTH • • • • • HEAD/s11L ]4-F 1 CORNERS A so • • • • 11 II it II _ .I CAN. .3SW ' MAR,,' 10 GLASS TYPE 'A' ==,=1 ir== CAI.:: EDGESPACER • ST. STEEL GLASS TYPE C' 11 II II �II tl II I, II TO CLEAR BLOCKS GLAZING OPTION S• • • • • s • • • _ 32 3/4° 32 3/4".__� D.L OPG. D.L. OPG. 36 7/8' VENT VADTH ECO—GUARD SERIE3-200 ALUMINUM HORIZONTAL ROLLING WIND0i9 DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEETS 2. APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER SHUTTERS ARE NOT REQUIRED. WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING TO QUALIFY FOR SMALL MISSILE IMPACT RATING MIAMI–DADE COUNTY APPROVED MULLIONS IN BETWEEN. EIRERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. 1/8' HEAT STREN'D. GLASS THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE 1/8° HEAT STREN'D. GLASS 1/8' HEAT STREN'D. GLASS 5/18° NR SPACE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HM). 090" INTERLAYER pS0• INTERLAYER 1/8° HEAT STREN'D. GLASS WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER DUTACHE PYB BY 'DUPONT' SENTRYGIAS BY 'DUPONT' .080= INTERLAYER LOADS TO THE STRUCTURE. 1TUTACITE WS BY 'DUPONT' NCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS 1/8° HEAT STREN'D. GLASS 1/8" HEAT STREN'D. GLASS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. 1/8° HEAT STREN'D. GLASS ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE SILICONE S C • • • • • • • • NOT PART OF THIS APPROVAL Li DOW CORNING 898 � —1 ORNING 899• • p: • • z GE SCS 2000 z GES • :000 • 0 • f : : • • • � 99 A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. • • • • MATERIALS INCLUDING OUT NOT LIMITED TO STEEL/METAL SCREWS, THAT • • • • • 3' • - COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE m 2 io 2 m m REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. m / a Engr: JA AHMADPRGilUCf RDVLSBD CNIL us complVing wl0t Lha 1'larlda 23 3 • • • • • • • • 23 (' FIA. PE }I 70592 Building Coda 10 so • • • • • • .I CAN. .3SW ' MAR,,' 10 GLASS TYPE 'A' GLASS TYPE 'H' CAI.:: EDGESPACER • ST. STEEL GLASS TYPE C' SETTING BLOCKS AT INSUL LAM. GLASS NOTCH GLAZING BEAD LEG �. TO CLEAR BLOCKS GLAZING OPTION S• • • • • • • • _ • ••• • • • • • • • • 0:0 • •• • •• • • • •• •• • ••• • • N g � 0 8K) a Z 7� �z 0�W Wrn0 B N ; druwing no. W09-12 •• • • 0000 • • 0000•• • • • • e • • • 0000•• • 0000•• • •• •• • •• ••ee•• •• • •0:00 969006 *sees • •6 •e••• • • •• • 009000• 90• e :sees: • • 0000••• e••••6• •••••• •• • •• • e • • • • ee0e 000600 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB DESIGN LOAD CAPACITY - PSF (X0. OX OR XX SIZES) I DIMS. A J11/OREIWITH REINF. GWINDOW ErV80TH EXT.(+) MT.(-) EXT.(+) WT.( -)26-1/2° WIDTH HEIGHT 83-1/8" 74' 26` (3) 4 70.0 80.0 80.0 ODA 70.0 80.0 4 80.0 90.0 70.0 80.0 6 BOA 90.0 70.0 80.0 8 70.0 90.0 80.0 90.0 70.0 80.0 26-1/2' 37' - 74' 38-3/8' (3) 4 70.0 804 804 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 _ _ _. _ 186.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2' 37" 53-1/8' 74` 50-5/8" (4) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 80.0 80.0 90.0 70.0 80.0 _70.0 8 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 28-1/2° 37' 74` ar S) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 68.9 775 80.0 90.0 70.0 80.0 6 --!Ma_ 7- 80.0 90.0 70.0 80.0 8 70.0 70.0 80.0 80.4 70.0 80.0 24" 36" 48" 60" 72' 24' (2) 4 70.0 BOA 80.0 90.0 70.0 BOA 4 70.0 80.0 80.0 90.0 70.0 80.0 6 roA 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 60.0 90.0 70.0 80.0 8 704 80.0 80.0 90.0 70.0 80.0 24" 38" 48" 80" 72" �3) 4 70.0 80.0 80.0 90.0_ 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 - 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 a 70.0 80.0 80.0 90.0 70.0 80.0 24" 36" 48" 60' 72" _ 48 (4) 4 70.0 804 80.0 90.0 70.0 80.0 4 70.0 80.0 81.0 90.0 70.0 80.0 6 70.0 81.0 80.0 90.0 70.0 80.0 _ _ 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 8.0 90.0 70.0 80.0 24' 36` 48' 80" 72" 60" (5) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 70.0 80.0 90.0 70.0 80.0 6 70.0 70.0 80.0 90.0 70.0 80.0 8 70.0 70.0 90.0 87.6 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB DESIGN LOAD CAPACITY - PSF (XOX SIZES) I WINDOW DIMS. A W/0 RERIF. WITH REM. GUM TYPE GLASS TYPE 4LA88 TYPE A' IS. C' EXT.(+) Wt(-) EXT.(+) INT.(-) EXT.(+) MT.(-) WIDTH HEIGHT 74'9 108-1/4" 111" (3 WIDTH 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 81.0 90.0 70.0 804 74" 108-1/4° 111° 38-3/8" (3) 9 70.0 1 80.0 80.0 904 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 BOA 74"9 108=1/4" 111" li0-6/8' (4) 12 - - 80.0 90.0 70.0 70M 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 00.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 108-1/4' 111' 65) 9 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 82.6 70A 80.0 12 1 70.0 704 80.0 80.4 70.0 80.0 72' 84" 96" 108' 24" (2) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 1 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 u80.0 90.0 1 70.0 1 BOA 72° 84" 96" 108' 36' (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 _ 9 70.0 804 80.0 90.0 70.0 80.0 12 70.0 80A 80.0 90.0 70.0 80.0 _ 12 70.0 80.0 80.0 90.0 70.0 80.0 72" ga° 98" 108' 48" (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 _ 9 70.0 00.0 1 80.0 90.0 70.0 12 70.0 804 80.0 90.0 70.0 80.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 Y 4" 8" 08' L 60` (5) 9 70.0 70.0 80.0 90.0 70.0 80.0 9 70.0 70.0 80.0 90.0 70.0 80.0 12 ro.0 70.0 80.0 90.0 ro.0 80.0 12 70.0 70.0 80.0 87.8 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB A = NO. OF ANCHORS PER HEAD & SILL () - N0. OF ANCHORS PER JAMB • • • • • • rRARNG ANTIg TO V� 1/3 OF THE WINDOW WIDTH • • •i ••0 0 0 *00 •• 'XOX' •• ••• •• • • • •• o. • ••• ••• ••• LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS • • : 6-0- • • • • • • 41!EXJMIORs+� LOADf• 1OWN ON THIS SHEET ARE 'XO OR OX'• • • FOR•WIWDOWS WITR oADD-QN RISER AT FRAME SILL • • FOR STD! SILL (Nd RISER) LIMIT EXT.(+) LOADS TO 87.0 PSF SEE SHEET 4 FOR DETAIL. • •• ••• • • 0 0•••o i • • • • A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB DESIGN LOAD CAPACITY - PSF (XOX SIZES) I 0/3m I 0/3w) 0/3m WITH ROW. 4- 1 WIDTH HEIGHT A = NO. OF ANCHORS PER HEAD & SILL () - N0. OF ANCHORS PER JAMB • • • • • • rRARNG ANTIg TO V� 1/3 OF THE WINDOW WIDTH • • •i ••0 0 0 *00 •• 'XOX' •• ••• •• • • • •• o. • ••• ••• ••• LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS • • : 6-0- • • • • • • 41!EXJMIORs+� LOADf• 1OWN ON THIS SHEET ARE 'XO OR OX'• • • FOR•WIWDOWS WITR oADD-QN RISER AT FRAME SILL • • FOR STD! SILL (Nd RISER) LIMIT EXT.(+) LOADS TO 87.0 PSF SEE SHEET 4 FOR DETAIL. • •• ••• • • 0 0•••o i • • • • A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. W/0 REINF. WITH ROW. A GLASS TYPE GLASS TYPE CLA89 TYPE A' B' C. Ex -r (+) INT.(-) EXT.(+) Rix-) EXT.(+) OTT.(-) WIDTH HEIGHT 74' 106-1/4" 111 ` 28" (3) 9 70.0 804 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 804 74' 108-1/4" 111' 38-3/8" (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 - - 80.0 90.0 70.0 B0A 12 - - 80.0 90.0 70.0 80.0 74" 80-5/8" (4) 9 70.0 8DA 80.0 90M 70.0 80.0 74" �` (5) 8 70.0 70.0 80.0 90.0 70.0 80.0 72' 84' 96" tog' 24' (2) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 .804 90.9 70.0 80.0 12 70.0 80.0 804 90.0 70.0 80.0 72' 84' 96" 108" 38" (3) 9 9 70.0 70.0 80.0 80.0 80.0 80.0 9D.0 90.0 70.0 70.0 80.0 80.0 12 80.0 80.0 90.0 70.0 80.0 _70.0 - - 80.0 90.0 70.0 80.0 7g" 84" 96" 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 70.0 80.0 90.0 70.0 80.0 _ 12 70.0 70.0 1 80.0 90.0 70.0 80.0 72" 60" (5) 9 70.0 70.0 80.0 90.0 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL () - N0. OF ANCHORS PER JAMB • • • • • • rRARNG ANTIg TO V� 1/3 OF THE WINDOW WIDTH • • •i ••0 0 0 *00 •• 'XOX' •• ••• •• • • • •• o. • ••• ••• ••• LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS • • : 6-0- • • • • • • 41!EXJMIORs+� LOADf• 1OWN ON THIS SHEET ARE 'XO OR OX'• • • FOR•WIWDOWS WITR oADD-QN RISER AT FRAME SILL • • FOR STD! SILL (Nd RISER) LIMIT EXT.(+) LOADS TO 87.0 PSF SEE SHEET 4 FOR DETAIL. • •• ••• • • 0 0•••o i • • • • A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' NATE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Ew.JAY LNIMA0 PRODUCT REVISED CPA Fl0. PE .7 70692 as C0�3'l-a with the Fl0lid0 CA& 3978 0VIIdiag Cede . A.ccelaa0eel)0 -03 .01�g lLePirefto0 Date ami ado Fro" � Colurol r^� j fa 4m gz �sO( O 8G a M 91H aall a Egg N �11�11�1� drawing no. W09-12 11 (1/0) I OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'XOX' NATE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Ew.JAY LNIMA0 PRODUCT REVISED CPA Fl0. PE .7 70692 as C0�3'l-a with the Fl0lid0 CA& 3978 0VIIdiag Cede . A.ccelaa0eel)0 -03 .01�g lLePirefto0 Date ami ado Fro" � Colurol r^� j fa 4m gz �sO( O 8G a M 91H aall a Egg N �11�11�1� drawing no. W09-12 11 00 9999.. .. . 9999 .... . 0 ... 0 9999.. .. . . 9,06 .... 9999 9999.. 9999.. 9999.. .. 9999.. .. . 90.00 ., 9999.. .. 0090.. . • .. • .0.0 .0.000 YPICAL ANCHORS EE ELEV. FOR SPACING COUNTY APPROVED MULLION ANCHORS TE NOA I 'I L,TYPICAL ANCHORS \--TYPICAL ANCHORS TUI SEE ELEV. FOR SPACING SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE WYEEPHOLES: TYPICAL ANCHORS: SEE ELEV. FOR SPACING W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END j/4° DIA. APCON BY 'ITW' (Fu -12G KSI. Fy-92 KSI) AND 37" O.C. MAX. IX DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KSI) SEALANT: INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. THRU 16Y BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONIC. OR MASONRY -1-1/4" MIN. EMBED INTO CONIC. OR MASONRY #e SMS,OR SELF DRILLING SCREWS (GRADE a CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" TRIC. MIN. (6063-T5 MIN.) - (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) N14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI -DARE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) N TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. . . . . . . . . . . . .. .. . . . .. .. ... . . . ... . . \II g INTO WOOD STRUCTURE = 1 MIN. d ' INTO METAL STRUCTURE = 3/4" MIN. N I�yy Gf �^ CONCRETE AT HEAD. ALL OR JAMBS Pc = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I m = 2000 PSI MIN. Engr. JA AD�.CHAND PRODUCT REVISED FLA. PECIVI 76592 doting with lhO Fbddn 3 Sufldiug Code t c.AJa, 53q Aamptm- No . " . � B 'retton Data E�j • D • ' TYPICAL ANCHORS ,!i A .. Miami Pmelud Control SEE ELEV. ! FOR SPACING 1 f •e droning no. W09-12 TYPI XO LAYOUT XOX LAYOUT o ao � 3 UU o J m N d. ANCHORSLM ,PACING = } a O o ir rrn � r IOD BUCKS MIAMI -LADE COUNTY - - - - - APPROVED MULLION TYPICAL ANCHORS SEE SEPARATE NOA SEE ELEV. FOR SPACING : • • • • • c $ S S • • • • • m 04 m o 0 Engr.CM�L�7 PRODUCT RHVLST?D tl• Flo7ida '1 • • FLA. C N. 353892 3uii id ng Code No 90hation iq - -•-SCREEN OPT. DOW • • • • • • • • • • • - py 54t.I a PTaducl Con1ro4� / v dra�ving no. • INDOVW WIDTH WIIDOW 54lOTH sheet 4 of 7 • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • sees .. . sees . . .cess• sees.. sees.. e. .. .. . sees. sees.. .see. sees .. sees.. sees.. • sees.. .. . .. • . . sees sees.. �(5 O U 1/4- MAX. I ECO -GUARD SERI5-200 ALUM HOM WAG WOW. (.U) AL-FAROOQ CORPORAMO111 "a J':1/a' MAX. 1 87gA��DUCI °6V® OPM6NT 0'V SHIMS • 0000 • 009• • •• z6s TM• r MEDLEY, FL_ 33178 TEL (305) 885-5299 FAX (305) 885-5902 • • • 0:006: 0000 • • • • • • 0000•• 0000•• •• • •• •• 0000• • •• •00000 dote: OZ -2a -W T O � gym' �� 1/2• . 1• •00• 00 • 0000 HAeAID 0 .1 N 9 ¢Ak •0000 • •• 0000 • • 0000•• ••••• • ••• • '" 0000•• • • • • 0 . 0000000 • • • • • 0000• .� O U 1/4- MAX. I ECO -GUARD SERI5-200 ALUM HOM WAG WOW. (.U) AL-FAROOQ CORPORAMO111 "a o ECO WINDOW SYSTEMS, LLC. 1 87gA��DUCI °6V® OPM6NT f 9114 N.W. 106 STREET MIAN, FLORIDA 33174 z6s TM• r MEDLEY, FL_ 33178 TEL (305) 885-5299 FAX (305) 885-5902 ,M-CSCS)26"= FAx(305)28248M _ COMP-ANL\WO9-12EC Au -f- 7 � a dote: OZ -2a -W T O � gym' �� 1/2• . 1• r HAeAID 0 .1 N 9 ¢Ak O U 1/4- MAX. I ECO -GUARD SERI5-200 ALUM HOM WAG WOW. (.U) AL-FAROOQ CORPORAMO111 "a ECO WINDOW SYSTEMS, LLC. 1 87gA��DUCI °6V® OPM6NT f 9114 N.W. 106 STREET MIAN, FLORIDA 33174 z6s TM• r MEDLEY, FL_ 33178 TEL (305) 885-5299 FAX (305) 885-5902 ,M-CSCS)26"= FAx(305)28248M _ COMP-ANL\WO9-12EC Q FRAME HEAD 10.1.140 6 1.610--1 1.067 .715 L- 1.434 062 .813 1.140 12 11 VENT TOP/BOTTOM RAIL STEEL REINFORCING 2.095 �}. .519 130� 1.250 .71�s - .045 .603 ,Q453 z zae �J 1.140 ,.047 ,.047 .osz .219 to GLAZING BEADS o�9 JAMB STILE 1.056 2.063 .076 2.507 � 1.250 -� 1'140� 1.340 .082 H501) 1-2.750 7.344 1� U7 MEETING RAIL FRAME SILL 2.788 1.374 082 .250 1.422 .340 .312 1.202 . .062 1.375 SILL TRACK © FIXED MTG. RAIL ® MOV. FRAME JAMB rm PART @ QUANTITY DWORIPTION MATBRW. MANF./8UPPIdBR/RBMAM 1 FY201 1 • •• • • • • • 082 .062- 2 FY202 1 FRANC SILL 6063-76 - - 3 FY203 1 SOL TRACK INSERT 6063-T6 - 4 FY205 2.812 2.812 2.750 6083-T6 2.688 5 FY707 AS READ, I= FRAME JAMB 0063-T6 • • age ••• FY104 1/ VENT FIXED MTG. RAIL 6063-T6 - .. FY10S gg. • 6063-T6 -63 _ 8 FY208 .soa• . JAMB STILE 60-T6 - .989 FY107 • • • • • • • . • • - 10 FY108 • 2%1 t CLAZ04G BEAD (IAM. GLASS) • 1.688 FY710 AS READ. GLAZING BEAD QNSUL LAM. GLASS) -TO ® FIXED FRAME JAMB 28 FLUSH FRAME ADAPTER - ••• • • • • ••• • • - 12 - AS READ. • • • • • • • • • • - 13 ••• • • • ••• • • rm PART @ QUANTITY DWORIPTION MATBRW. MANF./8UPPIdBR/RBMAM 1 FY201 1 FRAME HEAD 6083-T6 - 2 FY202 1 FRANC SILL 6063-76 - - 3 FY203 1 SOL TRACK INSERT 6063-T6 - 4 FY205 AS REQD. MOV. FRAME JAUB 6083-T6 - 5 FY707 AS READ, I= FRAME JAMB 0063-T6 - 66 FY104 1/ VENT FIXED MTG. RAIL 6063-T6 - 7 FY10S 1/ VENT VENT INTERLOCK 6063-T6 -63 _ 8 FY208 1/ YENT JAMB STILE 60-T6 - 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063 -TG - 10 FY108 AS REQD. CLAZ04G BEAD (IAM. GLASS) 6063-T6 IDA FY710 AS READ. GLAZING BEAD QNSUL LAM. GLASS) -TO - 11 - AS REOD. REINFORCING BAR _6063 STEEL - 12 - AS READ. REINFORCING BAR STEEL - 13 FY204 AS RTEOD. ADD-ON SOL RISER 6063-T6 USE AS REQD. 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON - - 15 FY209 v 2/ VENT ROLLER BRASS - ---- 18 FY210 2/ VENT ROLLER PIN ST. STEEL - 17 g6 X 11 AS REDD. FRAME/VENT ASSEMBLY SCMIS CRS P.H. SMS 78 88 X 3• 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS _ 19 W23181 AS REQD. FN SEAL W'STRIPPING -- ULTRAFAB 20 0300TI90 AS REQD. BULB SEAL O-LON SCHLEGEL 21 E207 AS REQD. BULB SEAL SANTOPREINE ULTRAFAS, DUROMEFER 6515 22 E203 AS REDD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 6515 23 FLO-50 AS REQD. CLASS SPACER SILICONE FRANK LOWE 24A SL203P_ VENT SWEEP LATCH - SULLIVAN & ASSOC. 25 1 g8 X 1/8• -2/ 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS 26 WA21. 2/ VIDW. WEEP VALVE - PREFERRED ENG. PRODUCTS 27 - 1/ VENT OX SCREEN 28 __ FY120 KFLUSH:F�RAMEAWPT�FR 6063-T6 OPTIONAL 29 - _-_ 2/ LITE BLOCK I EPDM IDUROMETER 75±5 SHORE A q W P� 3 G E^er� J PRODUCTRUVISED b •T FIA. PES 70992 Plying WBh Ste Plodda CAN. building .inceplenoa No 4�cpimtion Date Ol q 9 y 4.`a no. /i.i 13Y % drowing ,� Miami ado ProdtM r.491YT� W09-12 U wed -9.f 7 .•se .. sees sees.. sees.. as •. . s• sees.. sees . ss sees. e . . • sees .. e •00 •..•.e 000000 •• A e• • • • t • • . .ss• • 0!0000 • N .. N IN a dace: 02-24-09 'o to W. EY• HAeOD i N � I ehk ey: '% W �" ECO -MW 970E8-200 AUW HOF. RMNG NW. (M.) AL-FAROOQ CORPORATION 'a ECO WINDOW SYSTEMS, LLC. ENGINEERS 8i�O��D � 1236&W.87AVE 8.W. f 9114 N.W. 106 STREET MIAMI. FLORIDA 3=74 G+ MEDLEY, FL 33178 7E C3M 26401M FAX.(S0� T8 TEL (305) 885-5299 FAX (305) 685-5902 C0MP—ANL\W09-12EC0 0000 .. 0000 0000.. 0000.. e• •. . .. 0000.. 0 . . . . 0000.. !. . 00:00• sees • sw .ee.• • • . • 0 sees • •• • • ••0000. •.sees .• • 0 0. • •0 . • • • • • • sw.w • see..• • • i .► 0000 00064.660. 6 00 . 6 . . 0000.. 00.0.0 • • 6 • 0 0000.. 000060 .. 0 000. 0 6 . •• 0000.. 0060. 00 0 .666 a 6 6 6 s• • 0000..6 0000 • • 0000. . 0.00.0 0 00 • 469 0 go 00 6.6..66.6. • • • • 6 • • i .► Y 1 0000 0.000• 0000 • • • • 000.0• 0.000• • •• • • • • 0000•• 0.00.0 • • 0.000 •lEWEI�•• REVISE AND RESUBMIT 0000• - � • • • •.. • • CTEFURNISH AS CORRECTED • • • 000.0• Corrections or Comments made on the shop drawings • • • MAJ this review dopnot relieve the contractor from • • • • • • • F�pliance %4tAke requirements of the drawings and sp,4&ations. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for: confirming and correlating all quantities and dimensions; Selecting fabrication processes and techniques of construction; coordinating his/her work with that of all other trades; and performing his/her work in a safe and satisfactory manner. Ralph Tait Architect Inc. Date: By: 1