The URL can be used to link to this page

WS-14-162Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795 -2204 Fax: (305)756 -8972 Inspection Number: INSP- 206345 Permit Number: WS -1 -14 -162 Scheduled Inspection Date: February 19, 2014 Inspector: Rodriguez, Jorge Owner: , Job Address: 35 NE 92 Street Miami Shores, FL 33138- Project: <NONE> Contractor: COUNTRY USA, INC Permit Type: Windows /Shutters Inspection Type: Final Work Classification: Window /Door Replacement Phone Number Parcel Number 1132060130240 Phone: (786)897 -5557 ouuumg ueparument t.omments REPLACING 14 WINDOWS AND 2 DOORS WITH IMPACT I Infractio Passed Comments INSPECTOR COMMENTS False February 18, 2014 For Inspections please call: (305)762 -4949 Page 31 of 53 Inspector Comments Passed r ;' Failed Correction Needed ❑ Re- Inspection ❑ Fee No Additional Inspections can be scheduled until re- inspection fee is paid. February 18, 2014 For Inspections please call: (305)762 -4949 Page 31 of 53 Miami Shores Village Building Department • 90050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 I I I INSPECTION'S PHONE NUMBER: (305) 762.4949 BUILDING PERMIT APPLICATION Permit Type: BUILDING JOB ADDRESS: 3 r N E- 9 9- S772FE7- Permit No. JA14 :2.9 2014 FBC 20 Master Permit No. W5 IY --- 1.6 2- ROOFING City: Miami Shores County: Miami Dade Zip: 33132? Folio/Parcel #: It 3 x M— 0 0—® 9#('7 Is the Building Historically Designated: Yes NO Flood Zone: OWNER: Name (Fee Simple Titleholder): CAM 577W7' CCWC' f10W /ff jf u h ne#: g` I— T ?g-o Address: IU q g- S*%, g _ City: M ( +M ( S tt ow +% jj State.- Zip: 3 31 f Tenant/Ussee Name: Email: CONTRACTOR: Company Name: Address: City: I -Al Qualifier. Name: State Certification or Registration #: 60&%- of Competency #: Contact Phone#: Email Address: DESIGNER: Architect/Engineer: Phone#: M c -� Value of Work for this Permit: $ a Square/Linear Footage of Work: e Type of Work: 17Addition DAlteration ONew ORepair/Replace Description of Work: (� 1 Submittal Fee $ r0-00 Permit Fee $ CCF $ CO /CC $ Scanning Fee $ Radon Fee $ Notary $ Training/Education Fee $ Double Fee $ Structural Review $ DBPR $ Bond $ Technology Fee $ TOTAL FEE NOW DUE Bond,11.9 Company's Name (if applicable) C . Company's Address ' City State Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State zip zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant. As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose properly is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approve and a reinspection fee will be charged. ,�An m - 1 I /// _ 'A Omer or Agent I L 1 P1 ft The foregoing instrument was acknowledged before me this � day of a -10 , 20, by b�'f who i� personally known to me or who has produced -' v I- °a 4�2,A� - -" � As identification and who did take an oath. NOTARY F JBJ.IC-- My Commission Expires: APPROVED BY P0_, The fore oing instrument wiv acicho 1 Wdbefore me this e °day of. 0 y who i personally kno me or who has produce as ' on and who did take an oath. NOTARY Sign: Print: * WCOMMSSIOI #FF046174 My EXPBES: AMA 13, 2017 88dedTlauBa�No�ySa r 3 Plans Examiner Structural Review (Revised 3 /12/2012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09) Cw1os Mende My ComrWwWon EE 871723 Exo" 62108/2017 Zoning Clerk 111 — �. LtL!LIIkA 6j 30: I T. _71�_a • This cOffts i d bidw hm tD be wmng f m Fkwift VftkW EFFLC7'iYE DATC: WY5=13 Compsrisa�ian �w. IEPRE FEIN: 6511287 MMMS&NAMEANDADDREM COUNTRY USA INC 7300 SW 100 COURT MIAMI FL LICENSED GENERAL CONTRACTOR 33173 0 'JO4 10 ChBPW 40.OR14), F.B., an offlow of a ompooftn I" OkMM gxwnp#m ucm tlds dwow by ftV a GfGbCOon under Oft nW ehom to be or bade tided on 6te nfte 44&0504 FS, 6a be , app► ody I W 9n an mope pl ah* te' K at any SM giberoM ffo or ho UM of ft �g the rogue or �e pets�ti o an dos or PSIM r an ft tp rw f o for bye of a The ftwomd stud "wa.m a ammoust own= fwo&m of" ., a «: «�° s ,�; � : � ❑ • , �. � %1—,. i To: Poga 2 oT a ^c0't 4 -01 -^cB 16: � 3:46 (AMT) Prom: . COUNT -1 OP ID: SISI ACC>ML>6 �- CERTIFICATE OF LIABILITY INSURANCE DATE (MMIDDNYYY) 01/29/2014 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder Is an ADDITIONAL INSURED, the policy((es) must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder In lieu of such endorsement(s). PRODUCER iSure Insurance Brokers 2700 SW 137 AVE I,,�E: Javier A. Fernandez c No E ;305 -223 -2533 c No : 305 - 220 -0765 Miami, FL 33175 Javier A. Fernandez ADDRESS: Javler ISureBrokers com INSURER(S) AFFORDING COVERAGE NAIC i INSURERA: Republic- Vanguard Ins. Co. EACH OCCURRENCE INSURED Country USA Inc. Hugo P. Lepre 7300 SW 100 CT INSURERS: X COMMERCIAL GENERAL LIABILITY CLAIMS MADE � OCCUR INSURER C: INSURER D: 12112/2013 Miami, FL 33173 INSURER E: $ 100,000 MED EXP (Any one person) INSURER F: PERSONAL & ADV INJURY $ 1,000,000 COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER 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, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. LTR TYPE OF INSURANCE POLICY NUMBER MID IMINDIft% UMrrS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 A X COMMERCIAL GENERAL LIABILITY CLAIMS MADE � OCCUR PGLOO5848 -13 12112/2013 1211212014 PREMISES Ea occurrence) $ 100,000 MED EXP (Any one person) $ 5,000 PERSONAL & ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEML AGGREGATE LIMIT APPLIES PER: PRODUCTS- COMP /OP AGG $ 2,000,000 POLICY PRO- JECT LOC $ AUTOMOBILE LIABILITY COMBINED a accident $ BODILY INJURY (Per person) $ ANY AUTO ALL OWNED SCHEDULED AUTOS AUTOS FARED AUTOS NON -OWNED AUTOS H BODILY INJURY (Per accident) $ DAMAGE ER 2CD $ $ UMBRELLA LM HOCCUR EACH OCCURRENCE $ AGGREGATE $ EXCESS LIAB CLAIMS-MADE DED I I RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY YIN ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICERIMEMBER EXCLUDED? (Maridetory In NH) 7yes describe under NIA WC STATU- H- JQBY LIMITS E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE S E.L. DISEASE - POLICY LIMIT $ DESCRP110N OF OPERATIONS below DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (Attach ACORD 101, Addldonal Remarks Schedule, IF more space Is requlredj GENERAL CONTRACTOR MIAMI S Miami Shores Village FAX# 305 -756 -8972 10050 NE 2 Ave. Miami Shores, FL 33138 -2304 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. REPRESENTATIVE U 1938 -ZUTU ACORD CORPORATION. All rights reserved. ACORD 25 (2010/05) The ACORD name and logo are registered marks of ACORD 1128014 a 4 Detail by Entity Name Florida Limited Liabiifty Company CJM STRATEGIC HOLDINGS, LLC Filing Information Document Number L13000104089 FEVEIN Number NONE Date Filed 07/23/2013 State FL Status ACTIVE Effective Date 07/23/2013 Principal Address 2122 SW 67 AVE SUITE B MIAMI, FL 33155 Mailing Address PO BOX 521155 MIAMI, FL 33152 Ifistered Agent Name & Address CULMO, THOMAS 4090 LAGUNA STREET CORAL GABLES, FL 33146 Authorized Persons Detail Name & Address Tifle MGRM MEDEROS, ELIZABETH R PO BOX 521155 MIAMI, FL 33152 No Annual Reports Filed Detail byEsttyNaffs httpJl search .sunbiz.orgflnqu►rWcogwationSewc WSewdiRestdtDeUUEri ityNwneMal -11 1 c�7f2b- 248" 529- 9154-- bdM48Md75cJcjm%20strati... 112 lr"14 It • h LF=7 , . - DoWl byErdityNarm 07/23/2013 — Florida Limited Liability View image in PDF foRnat hWIsurd*. sutbizorgnrtqurVCowatimSearcW SwchRaWtD ft ighNa ffl al- 113OOO104O89-c52eWA>- 24&" 52g-9ro4- bdB84898d75c/cjm%2Drategl... 2J2 WIND CALCULATIONS PROJECT: IMPACT WINDOW /DOOR INSTALLATION AT: a 35 N.E. 92ND STREET MIAMI SHORES, FLORIDA MIAMI -DADE COUNTY UARY 1 , 2014 PREPARED Y: LOS M. PER , P.E. )CTURAL ENGINEER P.E.#: 3.#: IX "YOUR ON -CALL ENGINEERING COMPANY" 9420 S.W. 1 12Th STREET, MIAMi, F[ORidA 33176 TEI: (786) 242 -1720 - FAx: (786) 242.4399 STRUCTURAL ENCINEERINC CONSULTANTS. INC 9420 S.W. I 1 2TH STREET MAMI, FLORIDA 3 3 ' 7 b TEL (786) 242.1 720 • FAX 78b' 242-43q9 DESIGN CALCULATIONS CoOs % A 5cE -1 O v1I:WI) VELWIr _ M P ri SXPO&Rt: CA' yo = G 41i 5 >�d _ \'00 VEwOrl pRESS,DFO&AE cocr.CK�,�= Roof sLo Pc x 4 "'eq" 0) NA4kBo '401 -� �1 MWE9VJ RCIe}F hid 1(►R-r O ) ; v A (CoA4A 91:51*fr roa 5) A= 0-1 x4d 3 .41 -1" 4--- PROJECT. SHEET NO DATE OF GCS I N D C'JN CRSQEA< -2oN C 5 5 as Ile RSA' I I � 1 -51rI .— CQ,��1 —�9.0 59.0 I Sv cTtO N 6a. Rl-L. 1 GCS I N D C'JN CRSQEA< -2oN C 5 5 as Ile RSA' I I � 1 -51rI .— CQ,��1 —�9.0 59.0 I Sv cTtO N 6a. Rl-L. 1 City of Miami Shores Building Department Miami -Dade County, Florida Job: Window / Door Installation at: 35 N.E. 92nd Street, Miami Shores, Florida RE: Window / Door Units Design Wind Pressures Dear Sirs: January 14, 2014 We hereby attest to the best of our knowledge, belief, and professional judgment that according to the above referenced building's configuration, height, and category that the maximum design pressures for exterior openings are: WINDOWS: Positive Design Pressure (Zone 4): 47.1 psf Negative Design Pressure (Zone 4): 51.1 psf Positive Design Pressure (Zone 5): 47.1 psf Negative Design Pressure (Zone 5): 63.1 psf DOORS: Positive Design Pressure (Zone 4): 45.0 psf Negative Design Pressure (Zone 4): 49.0 psf Positive Design Pressure (Zone 5): 45.0 psf Negative Design Pressure (Zone 5): 59.0 psf NOTE. "Zone 5 "pressures are applicable to openings that are within 4W" of building corners - Refer to calculations. The above stated design pressures have been determined in accordance with ASCE 7 -10 based on the following criteria: • Risk Category: H • Exposure Category: C • Building Mean Roof Height: 13'-6" • Basic Wind Speed: 175 mph Anchor spacings and installation of glazing / window and mullion systems to main structure must be in strict accordance with the Product Control N.O.A. and have not been independently verified by Structural Engineering Consultants, Irk If you sh Ild h1pen to have any questions or concerns regarding this or any other matter, please do not hesitate to contact s. _JL EXGINEERING CONSULTANTS, INC. ( E.B. #: 007781) 1/14/14 os M. Pere4 P.E., Structural Engineer P.E. #: 548 "YOUR ON -CALL ENGINEERING COMPANY" 9420 S.W. 1 12Th STREET, I iWi, FloRida 33 176 TEL (786) 242.1720 - Fax: (786) 242 -4399 s s w low MIAMI -DARE 11iLa MI -DARE COUNTY o 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) wv.mtamidnde.aov /economv 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 200" Aluminum Horizontal Rolling Windotiv — L.M.I. APPROVAL DOCUMENT: Drawing No. W09 -12, titled "Eco -Guard Series -200 Alum. Horix. Rolling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision C dated 01/11/13, prepared by AI- 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 ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12- 0221.05 and consists of this page I and evidence pages E -1, E -2 and E -3, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. i C_)/1 NOA No. 13-0206.03 Expiration Date: May 27, 2014 } Approval Date: May 02, 2013 .(i�' Page l EM Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W09 -12, titled "Eco -Guard Series -200 Alum. Horiz. Rolling Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24 /09, 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) 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- 0312.08) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2226B, dated 01/15/09, signed and seated by Candido F. Font, P.E. (Submitted under NOA #09- 0312.08) 3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -08 -2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0312.08) 4. 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 A 5/09, signed and sealed by Candido F. Font, P.E. (Submitted wider NOA #09- 0312.08) E -1 Manue Per ., P. Fl. Product Control saml► r NOA No. 13- .03 Expiration Date: May 27, 2014 Approval Date: May 02, 2013 Eco Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS tcoNTNUEDI 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 marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. BETI- 08- 2228B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0312.08) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 20394 along with marked -up drawings and installation diagram of 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. Font, P.E. ( Submitted under NOA #09- 0312.08) 7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, 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- 2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0312 08) 8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI- 08- 2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 031Z.08) C. CALCULATIONS 1. Anchor verification calculations and structural and comparative analysis prepared by Al- Farooq Corporation, complying with FBC -2010, dated 01/27/12, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #12- 0221.05) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Econoipic Resources (RER) -- --� Mantiel Pere, Product Control Ex a r NOA No. 13-0206.03 Expiration Date: May 27, 2014 Approval Date: May 02, 2013 E -2 Eco Windows Svstems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butaciteg PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. 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 NDA #12 - 0221.05) 2. Proposal No. 08 -1490 issued by BCCO, Product Control, dated October 08, 2008, signed by Renzo Narciso, P. E. (Submitted under NDA #09 - 0312.48) G. OTHER 1. Notice of Acceptance No. 12-0221.05, issued to Eco Window Systems, LLC. for their Series "Eco -Guard - 200" Aluminum Horizontal Rolling Window — L.M.I., approved on 04/26/12 and expiring on 05/27/14. r .4, a�;a, Manuel Per , X Product Control E I NOA No. 13. 0206.03 Expiration Date: May 27, 2014 Approval Date: May 02, 20] 3 E -3 ECO —GUARD SERIES -200 ,ALUMINUM HORIZONTAL ROLLING WINDOW 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 H.R./HR OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MLA I —OAOE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL WILL APPLY TO ENTIRE SYSTEM, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD SUCKS 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 NCUU00NG BUT NOT LIMITED TO STEEL /METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOLMEMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. t� HEAT STREMO. GIA15 AW INTERIAYER BUGCITE PVB BY UWW r1/8' HEAT STREND. GLASS -E 2-11 899 = m m m HEAT SIREIrD. GLASS AW WTERLAYER SEIGRYGIAS BY 'DUPONP `-1/8' NEW SIREN'D. GLASS GLASS TYPE T GLASS TYPE V GLAZING OPTIONS 899 tC4" O 9 F W r� O < v Sam° 4z� 011210 W DO $ 0 Oro U W w4,N m THESE WINDOWS ARE RATED FOR LARGE do SMALL MISSILE IMPACT. - - SHUTTERS ARE NOT REQUIRED. Env. JAY 400 PRODUCT RBVISIa cm nA. _ __70392 p ca& On l7otiAs g 35M 914. A s BY de Pr dmco" , ) 4TfOWIfIG no. 15 --/ W09 -12 WINDOW WIDTH 3OR ERRSSS f4•� ii E II l 2 4 II �-liit II II e FASE WINTNS (SURFACE APPLIED) =311/4- 32 3/4' D.L. OPG. MAY BE U3E0 DL O1'G. 35 3/8v ECO —GUARD SERIES -200 ,ALUMINUM HORIZONTAL ROLLING WINDOW 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 H.R./HR OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MLA I —OAOE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL WILL APPLY TO ENTIRE SYSTEM, THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD SUCKS 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 NCUU00NG BUT NOT LIMITED TO STEEL /METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOLMEMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. t� HEAT STREMO. GIA15 AW INTERIAYER BUGCITE PVB BY UWW r1/8' HEAT STREND. GLASS -E 2-11 899 = m m m HEAT SIREIrD. GLASS AW WTERLAYER SEIGRYGIAS BY 'DUPONP `-1/8' NEW SIREN'D. GLASS GLASS TYPE T GLASS TYPE V GLAZING OPTIONS 899 tC4" O 9 F W r� O < v Sam° 4z� 011210 W DO $ 0 Oro U W w4,N m THESE WINDOWS ARE RATED FOR LARGE do SMALL MISSILE IMPACT. - - SHUTTERS ARE NOT REQUIRED. Env. JAY 400 PRODUCT RBVISIa cm nA. _ __70392 p ca& On l7otiAs g 35M 914. A s BY de Pr dmco" , ) 4TfOWIfIG no. 15 --/ W09 -12 DESIGN LOAD CAPACITY - PSF (X0, OX OR XX SIZES) WINDOW DIMS. A W/0 RRI"' CUSS TYPR 'A' OR.( +) TNT.( -) WILL RSIINP. CLACLASS ATYPE '8' -.( +) MOTH HEMT 28 -1/2• 37' 53 -1/8' 74' 28' (J) 4 70.0 80.0 BOA_ 90.0 4 70.0 80.0 no _90.0 90.0 B 70.0 80.0 80.0 S 7011 60.0 80.0 90.0 28-1/2• 37' 53 -1/8' 74' 38 -3/8' (3) 4 70.0 80.0 80.0 90.0 4 70.0 80.0 8011 90.0 8 70.0 8011 8011 90.0 8 70A 8011 SOA 26 -1/2' 37' 53 -1 /8' 7C 50 -5/8' (4) 4 7011 8011 8011 90.0 4 70.0 80.0 8011 90.0 8 70.0 8011 BOA 90.0 8 7011 80.0 BOA no 26 -1/2' 37' 53 -1 /8' 74' _ (5) 4 70.0 80.0 no 90.0 4 68.9 77.5 8011 90.0 6 70.0 70A BOA 80.0 8 70.0 7011 8110 90.4 24• 36' 48' 80• 72' (2) 4 70.0 80.0 80.0 8011 9011 4 70.0 TO.p 80.0 90.0 B 8011 80.0 90.0 6 7011 80.0 no 90.0 8 7011 BOA a" 90.0 24' 36" 48' 60' n' 80.0 4 70.0 8011 mo 90.0 4 70.0 BOA 80.0 90.0 6 70.0 80.0- ..80.0 90.0 6 7011 f 8011 80.0 9011 a 70.0 8011 no 90.0 24• 36' 48' BO' n• (4) 4 70.0 no 80.0 90.0 4 70A BOA 60.0 20A 6 7011 8011 80.0 9011 8 70.0 SOA 30.0 90.0 s Tao eao 86.11 1116 24' 1' 48' 60" 72' �) 4 7011 no SILO 90.0 4 70.0 MA 80A 110.0 8 70.0 70.0 810 90.0 8 70.0 70.0 810 9011 8 7011 710 80.0 87.6 A = N.O. OF ANCHORS PER HEAD & SU ( ) a NO. OF ANCHORS PER JAMB G6 LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS A W/0 REINP. 6tA83 TYPE 'A' EXf.( +) 1Nt.( -) I Win mw. CUSS TYPE 'B' WNOTH tow 74' 106 -1/4' 111' TNT.( -) M.( +) 70.0 80.0 SOA no 12 [ :I: 7011 80.0 8011 K0 i2 70.0 80.0 410.0 8011 74• 108 -1/4• III" 38 -3/8' (3) '9 7" _80.0 110.0 8011 BAO BOA 9011 12 7011 12 7011 BOA 80.0 9011 74' 106 -1/$ till 30 -5/8• (4) 9 7011 no BOA 90.o 12 70A 80.0 80A a" 12 7011 80.0 Su S0.0 74' 106 -i /1• 111' (5) 9 7011 7011 80.0 90.0 12 7011 70.0 no WA 12 7011 7011 $0.0 80.4 72' 84' 98' log' 24' (2) 0 7011 no BOA 90.0 9 12 70A 60.0 BOA 90.0 7011 - n0 8011 WA 12 7011 no 8011 90.0 7z' 64' 98' lob' 1 38' (3) 9 70.0 8011 no 8011 9 7011 1110 BOA 8011 12 7011 80.0 80.0 00.0 12 70A no BDA no n• S4' 98' 108• 48' (4) 70A 80.0 SDA 80.0 r12 "a 80.0 SCA 90.0 7011 80.0 80.0 90.0 710 840 fm o 90.6 84' 93• 108• BO' (5) 70.It 7011 8011 80.0 8 7011 70.0 8011 90.0 12 7011 70.0 SCA Mo 12 7011 70.0 BOA 97.6 A e NO. OF ANCHORS PER HEAD & SU ( ) - NO. OF ANCHORS PER JAMB OPERATING VENTS TO BE 1/3 OF THE YANOOW WIDTH 'Xox' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A (113m) (11311) (1130 I mmir EIIT.( *) TNT.( -) OPERATING VENTS TO BE 1/3 OF THE YANOOW WIDTH 'Xox' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A W/0 RIONP. CLASS TYPH 'A' TITB RBINP. Ell TYPE WIDTH I mmir EIIT.( *) TNT.( -) M.( +) INT.( -) 74' 108 -1/4' 1lt• 2• (3) 9 7011 no no 2011 11 7611 OU 50.0 9011 12 7011 no no 90.o 74' 106 -1/4' lit* 38 -3/B' (3) 9 7011 110.0 no 80.0 12 - - 8011 9011 22 - - St1A 90.0 74' 30 -5/E' (4) 9 7011 BOA MA 9011 74' 83' (5) 9 7011 70.0 BOA 90.0 72' 84' 96' 108• Ile (2) 9 70.0 80.0 WA 90.0 9 70.0 90.0 110.0 MA 12 70A 50.0 8011 9011 12 70A 8011 80.0 90.0 & Be 9a' 108• 387 (3) 9 70A BOA 80.0 90.0 9 7011 Bao 80.0 90.0 to 70.0 80.0 8" 90.0 I no 90.0 72' 84' 98' � 9 70a 9 70.0 12 7011 KnLomo. Imo n' (5) 9 7011 A - 140. OF ANCHORS PER HEAD & SILL ( ) - NO. OF ANCHORS PER .IAMB (1/41Y) (1 /m (1/411) OPERATING VENTS TO SE 1/4 OF THE 911NIM WIDTH 'XOX' ALL EXTER)OR( +) LOADS SHOWN ON THIS SHEET ARE FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL FOR STD. SILL (NO RISER) LIMIT EXT.( +) LOADS TO 67.0 PSF SEE SHEET 4 FOR DETAIL NOTE: CLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORR)A BUILDING COMMISSION DECLARATORY STATEMENT DCA05 -DEC -219 F CJU �w 0 p L ahh ti q i1 a a N� � g o� z #1 Sao vo 8;;20 I7N11d9 $ 1 orm n no. W09 -12 METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING I—DADE COUNTY APPROVED MN & MUURII ANCHORS SEPARATE NDA WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BU1LDING STRUCTURE. WREPHOLES: TYPICAL ANCHORS: sEE a". FOR sPAcm W1 a 3/8' X 2 -1/4' WEB41OLES AT EACH END 1/4' DIAL TAPCON BY 'IiW (Fu -120 X% FY-S2 00 AND 37' O.C. MAX. I /4' DIA. ULTRACON BY 'ELCW (111u-177 KSI. Fy-185 KS') SEALANT: INTO 28Y WOOD BUCKS OR WOW STRUCTURES ALL JOINTS AND FRAME CONNECTIONS SEALED WITH 1 -3/8' MIN. PENETRATION INTO WOOD JOINT SEALER. THRU 1BY BLK2CS INTO CONC. OR MASONRY 1 -1/4' MIN. EMBED INTO CONIC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/4- MW. EMBED INTO CONC. OR MASONRY 914 SMS OR SELF DRILLING °^"^" (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8' THK. MIN. (Fy - 36 KS1 MIN.) ALUMINUM : 1/8' THK. MIN. (6063 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAIWED) 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRIS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THY. - 1/8') (NO SHIM SPACE) MICAL EDGE DISTANCE INTO CONCRETE AND MASONRY ='2 -1/2' MIN. INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE - 3/4" MIN. DI CONCRETE AT HEAD. SILL OR JAMBS t'o - 3000 PSI MM. - ' C -80 HOLLOW /M= BLOC( AT JAMBS Fm . 2000 PS MIN. mmpIfty Th ft F od& "ft cam AwNplo,m We . riFOR CAL ANCISM toy WOW � NG 15 2013 u, Y aangpp h F 4,' 6 r cy 8 LLz� 4Ill / N p °n I Z ;k U I I dmwiltg no. W09 -12 TYPICAL FTp STR XU LAW TYPICAL ANCHORS AL ANCHORS M SPACING o � F � Pail 13.,:ga la w U N W z ;,!1 3z W m� qr � +b PRO1 =IMVIM HitCode C —`O1',' _ kPrad�lb�ral droerirtg rto. 1 N 152613 fff' W09 -12 amm 02 -24-00 N ` r' ' d e. O o -1 — lolvo I / :"I k�ill I I D SU4ES-20o xw Hag2, p00NG wK PU) AL- FAROOQ CORPORATION a ECO WINDOW SYSTEMS, LLC- '123 W. 7 PROD17tif CfiVE1 GPMENT 3238 S.W. 87 AVE f 9114 N.W. 106 STREET MIAML FLORIDA 33174 , MEDLEY, FL. 33178 76L. (am 2644:140 PAX(305)262-0978, _ COMP —MIL W09-12EC0 TEL (349) 889 -5288 FAX (705) 885 -39M 6' 2.790 1.087 '-" .500 .715 3/t8• 1• f - 1.434 r O [-2 913 %i .092 t.7t8 �61 }� / / //d 49 f.140 -.7 12 11 r Q VENT TOP /BOTTOM RAIL STEEL. REINFORCOiG � .813 h 2.099 .518 1.1401.810 1.250 Q .719 .m 9 Ot FRAME HEAD 2246 I V, V{ 1.140 -I 1.a7 982 -1.140 1.610- to CdAZING BEAD .813 I 1.344 !{ OB JAMB STILE �p JJ 1.058 2.0&7 3.876 .078 2.301 1.250 D} 1 93a4 s 1.1�10�pg� 1.340 4 - O o In a Sao CZ ; q 2.750 1.744 Z if O7 MEMNG RAIL l� FRAME SILL W (D m V-1 O 1.314 x.312 1. .340 1.Y72 � H S O SILL TRACK O g FIXED MTG. RAIL .500 1.187 o _ 750 r �OFt^ .oe2 .062 2.730 2.812 2912 2,750 I 2.888 Figr: JAVAD A191W PRODUCCRQVL48D ■ 1 ] .� .. .082 �l35 avuftylaBwHnlLet7aAdA g gg II Qate {// $ 8 8 .874 �.969� .806 2Ui3 L' Pro" droai+tg rro. 1.687 1.688 2911 W09 -12 O MOV. FRAME JAMB OS FIXED FRAME JAMB 2�B FLUSH FRAME ADAPTER she6t 6 of 7 I'IF.M PART' / QUANYR,f DESCRIPTION MATERIAL 44AN /. /SUPPLIER/R®(ARX9 1 FY201 1 FtW4E 11EA0 8063 -TB - 2 FY202 1 FRAME SOL OOBJ -TB _ J FY203 1 50.1. TRACK BISERi 6083 -TB - _ a FY205 AS REOA uOV. FRAME JAM 8093 -T8 - - S fYlOt AS REOD. FlXED FRAME JAYS 8083 -TB - 8 FY104 1/ VENT f91E0 lIIR RAIL 8083 -i8 - 7 FY709 t/ t1ENT VENT 91TERLOClC 8883 -TB - 8 :Y206 1/ YENi JAMB STILE 8063 -TB - 9 fY107 2/ VENT TOP AND BOTTOM RNL 6083 --TB - /0 FY108 AS RE00. tKA21N0 BEAD 8083 -TB - 11 - AS �. Rf3NFDR� BAR STEEL - ,2 - AS NEQO. ttF]NFORCOBi BAR STEEL - 1J _ FY204 AS RIEW. ADD-ON SYJ. RISER 8�3 -TB USE AS RED. 1a FY208 4/ VENT ROLLER HOUS910 $ CIDDE I:EII�I - IS FY209 2/ VENT ROLLER BPASS - f 8 FY210 2/ VENT ROLLER Pw ST. STEl3. - 17 !8 % 1• AS 1$QD. FRAME/VENT ASSEMBLY SCREWS 'CRS P.M. SUS 18 !B X 3• 2/ VENT FIX. RAA SAL SCREWS (SILL. END) CRS PJI. SMS 16 W2Jt81 AS RET�. FIN SEAL 1YS'TR�PBiO - ULTRAFAB � OJOOT1110 AS I�OD. BULB SEAL 0 -LON SCHIEGEL 21 (�7 AS REOD. BULB SEAL SAt4I0tVZElIX iA.TRAFAB, OltRd1ETER 6535 22 E20J AS REW. tp/1ffi10 BEAD BIAS SANT�REtff tATRAFAB, DtNt�IETER 89*S 2J FLB -SO AS lam. MASS SPACER SOtlbt� FRlUM LOVE 2a St1oJP 2/ VENT SWEEP LATCH - SIALNAtI $ A3i0C. 2s !e X 1/8' 2/ LATCH LATCH tNST. SCREW sr. STEEL Oft sus 28 TYA21. 2/ YMD6L tTEW VN.YE - PREFERRED ENG. PROWlCiS 27 - ,/ VENT s /te' Box satEEN - oPiwNAL 28 FY120 R115H F'RAUE ADAPTER BOBJ -18 OPIWNIIL 2.790 1.087 '-" .500 .715 3/t8• 1• f - 1.434 r O [-2 913 %i .092 t.7t8 �61 }� / / //d 49 f.140 -.7 12 11 r Q VENT TOP /BOTTOM RAIL STEEL. REINFORCOiG � .813 h 2.099 .518 1.1401.810 1.250 Q .719 .m 9 Ot FRAME HEAD 2246 I V, V{ 1.140 -I 1.a7 982 -1.140 1.610- to CdAZING BEAD .813 I 1.344 !{ OB JAMB STILE �p JJ 1.058 2.0&7 3.876 .078 2.301 1.250 D} 1 93a4 s 1.1�10�pg� 1.340 4 - O o In a Sao CZ ; q 2.750 1.744 Z if O7 MEMNG RAIL l� FRAME SILL W (D m V-1 O 1.314 x.312 1. .340 1.Y72 � H S O SILL TRACK O g FIXED MTG. RAIL .500 1.187 o _ 750 r �OFt^ .oe2 .062 2.730 2.812 2912 2,750 I 2.888 Figr: JAVAD A191W PRODUCCRQVL48D ■ 1 ] .� .. .082 �l35 avuftylaBwHnlLet7aAdA g gg II Qate {// $ 8 8 .874 �.969� .806 2Ui3 L' Pro" droai+tg rro. 1.687 1.688 2911 W09 -12 O MOV. FRAME JAMB OS FIXED FRAME JAMB 2�B FLUSH FRAME ADAPTER she6t 6 of 7 I'IF.M PART' / QUANYR,f DESCRIPTION MATERIAL 44AN /. /SUPPLIER/R®(ARX9 1 FY201 1 FtW4E 11EA0 8063 -TB - 2 FY202 1 FRAME SOL OOBJ -TB _ J FY203 1 50.1. TRACK BISERi 6083 -TB - _ a FY205 AS REOA uOV. FRAME JAM 8093 -T8 - - S fYlOt AS REOD. FlXED FRAME JAYS 8083 -TB - 8 FY104 1/ VENT f91E0 lIIR RAIL 8083 -i8 - 7 FY709 t/ t1ENT VENT 91TERLOClC 8883 -TB - 8 :Y206 1/ YENi JAMB STILE 8063 -TB - 9 fY107 2/ VENT TOP AND BOTTOM RNL 6083 --TB - /0 FY108 AS RE00. tKA21N0 BEAD 8083 -TB - 11 - AS �. Rf3NFDR� BAR STEEL - ,2 - AS NEQO. ttF]NFORCOBi BAR STEEL - 1J _ FY204 AS RIEW. ADD-ON SYJ. RISER 8�3 -TB USE AS RED. 1a FY208 4/ VENT ROLLER HOUS910 $ CIDDE I:EII�I - IS FY209 2/ VENT ROLLER BPASS - f 8 FY210 2/ VENT ROLLER Pw ST. STEl3. - 17 !8 % 1• AS 1$QD. FRAME/VENT ASSEMBLY SCREWS 'CRS P.M. SUS 18 !B X 3• 2/ VENT FIX. RAA SAL SCREWS (SILL. END) CRS PJI. SMS 16 W2Jt81 AS RET�. FIN SEAL 1YS'TR�PBiO - ULTRAFAB � OJOOT1110 AS I�OD. BULB SEAL 0 -LON SCHIEGEL 21 (�7 AS REOD. BULB SEAL SAt4I0tVZElIX iA.TRAFAB, OltRd1ETER 6535 22 E20J AS REW. tp/1ffi10 BEAD BIAS SANT�REtff tATRAFAB, DtNt�IETER 89*S 2J FLB -SO AS lam. MASS SPACER SOtlbt� FRlUM LOVE 2a St1oJP 2/ VENT SWEEP LATCH - SIALNAtI $ A3i0C. 2s !e X 1/8' 2/ LATCH LATCH tNST. SCREW sr. STEEL Oft sus 28 TYA21. 2/ YMD6L tTEW VN.YE - PREFERRED ENG. PROWlCiS 27 - ,/ VENT s /te' Box e o � a • r Ie Essofth MWEENEM M IAMIdDADE MUNII -DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economv 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 DOCUMENT: 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 acid 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 ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been fled and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12- 0223.27 and consists of this page 1 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 MAMhDADE CO UTY Expiration Date: May 19, 2016 ` Approval Date: May 02, 2013 Y41V 611 5 Page 1 1 e 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- 0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2007, prepared by Al— Farooq Corporation, dated 03/01/11, signed and sealed by Javad Ahmad, P. E. (Submitted under NOA #I1- 0309.06) 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their fQDuPont Butacite@ PVB Interlayer" dated 09 /08/11, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC -2010, and of no financial interest, dated January 27, 2012, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #12 0223.27) G. OTHER 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 _ 'Z: ' Manuel P P. . Product Control xamin r NOA No. . 7 Expiration Date: May 19, 2016 Approval Date: May 02, 2013 E -1 ECO —GUARD SERIES -500 ALUMINUM OUTSi Q CASEMENT WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBM71ONS OF CASMT /CASMT OR CASEMENT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI -DADS COUNTY APPROVED MUW014S IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. . THIS PRODUCT HAS BEEN DESMNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORNA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE ("a). WOOD BUCKS BY OTHERS. MUST BE ANCHOM PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS USIEO. SPACED AS SHOWN ON NAILS. ANCItORS EMBEDMENT TO BASE MATERAL SHALL BE BEYOND WALL DRESSING OR STUC0O. ANCHORING OR LOAD= CONDITIONS NOT MWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN D£SION OF ANCHORS INTO WOOD ONLY MATERIALS INCLUDING BUT ! TATTED TQ srEEL/etETAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSDILAR tdATETIAt S SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLOC. 010E SECTION 20039.4. .1 a POINT 1.00( WW. HEWIT In OF TYPICAL ELEVATION Um AT sass+ A 35-3 SD- 5' 78' MAXIMUM DESIGN LOAD RATING m + 70.0 PSF omt Sam mm OR SmILM — 75.0 PSF r z S � a Cy 04 �kg 1 I N Z3 Z� W G L Ycimo THESE WINDOWS ARE RATED FOR LARGE Qc SMALL MISSILE DdPAGT. SHUTTERS ARE NOT REWIRED. " "o" �' I rrtamNCrRevNll� Hat fu R i 7M mmaptYt�nN0UroF1orTAe Aoropt®oeNu Hl�- 1: NOTE: /�� omro� b GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E13W -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 —DEC -219 15 ommng no. W11 -05 Tvwr%f Aumnim WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. EJ • ° ° '- t ,;1.98= • .•: ter SEE ElF/. 99000 BUCK m sP/cm rm TYPICAL ANCHORS: sEE ary rat sPacm ]/4' DIA. TAPCON BY 'OW' 0%.120 KS, Fr-82 10) 1/4' DA ULTRACON BY 'ELCO' (Fw177 M "150 no INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 -318' MIN. PENETRATION INTO WOOD THRU iBY 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 014 SMS OR SELF DRILLING SCREWS (mitmE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8' THY. MIN. (Fy a 36 KSI MIN.) ALUMINUM : 1/W THK. MIN. (6063-78 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 012 SMS OR SELF =LUNG SCREWS (m m 2 CRa) INTO MLAMI -DADE COUNTY APPROVED MULLIONS (MIN. THY, . 1 /8") (NO SHIM SPACE) TYPICAL EDGE STANCE NTO CONCRETE AND MASONRY - 2' MIN. INTO WOOD STRUCTURE - 1' MIN. INTO METAL STRUCTURE - 3/4' MN. CONCRETE AT HEAD. SU OR JAMBS f'c . 3000 PSI MN. C -90 HOLLOW /FLIED III= AT JAMBS Pm a 2000 PSI Mm. 15a �v 0 Igo-. 8 � . A L) i a a � fQ lz3ic;;i TO1c W ay -2 m=. W11 -05 \ §§■■ �2■ . � | ~ ' • � | § 2B | oil . § � ® | � � | � \ � | � • < .• > � ' §( � /'• §� g � § § � � . § I � Aim § s +5W AWR OUTRA■ CASEMEV WDN. Q AFAROOq CORPORATION __a__o__ , a ,.rA�; ¥_. .� / ---� _ _ _ _ _.__ ECO moo � «¥�.,w�M7 MEDLEY, FL. 317 &mac __.87 _ ._____ nf o, TE3- (Wo_ P MS) 262-6978 5299 _(305) SBS-_ __Lm,_ . \ o • r a BE12 '.1�4• Wlx. 1/4• MAX. S1U1L4 SHIMS p 1/4• MAx. SHIM Fi I 1i I 1 tl I 1 yo I Pill tai I _ II 11 1 w O S-50 Xw WTSM CASEfm IN011. (LkL) AL- FAROOQ CORPORATION a scae 1/2• • +• A .11 mv. vme sm c ECO WINDOW SYSTEMS, L LC. y23 &W. 87 87 AV oaucr oevEoPmetvr r 1 e 01'31.1 NO " S/88i 9114 N.W. 108 STREET m1Am1. PLORroA 3=74 G. 'O dr qa wwro c 1.11.1 UN W. AMR= MEDLEY. FL 33178 IM (SM 294.SOAO FAX. (3W 2624MY6 rn 0 � nun 1w TEL (3�) SO-SM Fax (300 M-5= Coca =I rM \w11 -o5eco 01 FRAME HEAD /S1U. /'WMB 10 VENT S79 A03 .045 1.047 GLAZING BEAD (LAM. GLASS) 130 im 045 1.172 GLAZING BEAD ONSUL.. LAM. GLASS) .245 7tm .120 .720 SNUBBER -.VENT 11'9M PART ! QDANM 1R79cRtrnoM 1"T6T & MANP./9UPPLM/RBMARXS 1 Esot 4 TRW HEAD /Sni./JM79 9083 -T9 - 2 E302 4 VENT 6083 -T9 3 FY108 AS REVD. MAM 066 �• �) 8083 -TB 3A ESOS AS REM MAZRTO BEAD (IIT.NL LAL MASS) 8083 -TB - -- -- - -- 4 _E50S AS REVD. SlU SEER - VW. FULL LEKQrH 9083 -TB 4A E509 AS REVD. SPWM - FRAME. FULL U) M 8063 -78 0 E506 OPt101M SM M FRAME 8083 -75 - 7 110 X 1 -t /4' AS READ. FRAME AND VENT ASSEMBLY SMaft - H RH me 6 =3 AS REVD. BULB 82'ADMIM M M. MINER 65 SANTA ULTRWAH 9 E2V3 AS RED. MAZM BEM RULE. DUROMEIER 65 SwwRm ULTPAFAB 10 35.12.00.400 2/ VENT 4 BAR MM AT TOP AND BOTTOM STEEL TRUTH, O14TAILM 1NRH (2) /10 X 5/8' SDS It 1308&92 1 MULTI POW LO49t SYSTEM ZAUM TROM 12 - 9/ VENT XELPER STEEL - 13 - 1/ VENT ROTO OPEPAM VMAKML MM 14 PW40 -SS 2/ CMM FRAMEJVENf CDWO XEY ST. STEEL ^ 15 FY120 I AS IMM RAL4A FRAME ADAPTER 6083 -T8 VPTIQT99. HI - 3 ANTI SAO SKATE NYLON MW PLAWO 17 /10 X 1 -1/4' 2/ SKATE FH SOS SKATE SCRM 16 00 X 3/4' AS REVD. FH SMS SWJBBER S1NE0S - N PANS 2' APART. PANS SPACED AT 7 -3/4' O.Q 19 - 2/ LIKE SEr1W MOM 3/16' X 3/4' X 4 LOW NE01'REPff AT 6' FROM EACH END. OUR6METER 65 20 FLO -SO MASS SPACER - 116' ItNH FFWM LONE Z 0 Q d 6 ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE- MOREHEAD SMSM4 SEAM SEALER. 5= 2.8se PARIMEfER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. D62 MOCKS: z - .5� MULTIPOINT LOCK SYSTEM 813096.92 BY 'TRUTH' Z AT FRAME JAMB �' Z g LOCK OPERATOR 824.33.XX.004 AT 8-1/2" FROM SILL g U *9 L^ x 611 FASTENED TO JAMBS WITH (2) j110 X 5/6• SM& �yt w m f LOCK BAR SECURED TO JAMB WITH LOCK GUIDES 1s FLUSH FRAME ADAPTER 833489.00.0001 SPACED AT 12 -3/4' O.C. MAX. o EACH GUIDE FASTENED WITH (2) 810 X 1' P PH SMS t.75o STAIN M STEEL KEDIERS 83196492 AT VENT q EACH FASTENED WITH (2) 810 X 5/8' P FH SMS jig g .493 SEE CHART ON SHEET 1 FOR QUANTITIES 1.750 HO GBS: 4 BAR ST /ST HINGES 835.12.00.400 BY 'TRUTH' LOCATED AT TOP AND BOTTOM CORNERS 4s3 FASTENED WITH (2) 810 X 5 /8° P PH SELF DRILLING SCREWS ass 14 CORNER KEY OPERATOR: m u SINGLE ARM ROTO OPERATOR 852.13.012 BY 'TRUTH' LOCATED AT SILL END FASTENED WITH (6) 810 X 1' P PH SMS S45 OPERATOR TRACK 830175 AT BOTTOM RAIL Ew. TjVAD PPRAOD=ffirmw •� FASTENED WITH (2) 810 X 1' P PH SMS F1w F a+— Aoyfu9ariDtOr"mm � c P BftNdhVO�& €1 9 .7R0 -� •1� 13 AMTI_SAG SKATES: LVW _1.m 1RNYL ANTI -SAG SKATES BY 'M&M PLASTICS' H,3 'y (2) 4-is AT LOCK STILE AT 6 -3/4" FROM TOP /BOTTOM RAILS ui droving no. (1 AT BOTTOM RAN. AT 4' FROM LOCK STILE 131 1 Z ® SNU88ER - FRAME EACH FASTENED WITH (2) 810 X 1 -1/4' P FH SDS. ahe6t 5 -Mr. 02 -23-11 C 1�'-t' OW. w- 11AA18 01 ow. W 5-500 ALUM OUTb1YM0 CASENEM WOW. (ULL ECO WINDOW SYSTEMS. LLC. 9114 N. W. 106 STREET MEDLEY, FL. 33178 TEL (MS) 88S -5i99 FAX (WS) H83 -9902 V ALrFAROOQ CORPORATION [a]f ENGINMENS & PRODUCT DEVELOPMENT 1238 S.W. 87 AYE MIAMI. FLORIDA 33174 1EL(30812848100 FAX. PM 2826978 MIAMI -DADE hHAAII-DADE COUNTY e 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) www.mlamidadegovleconomv 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 -Dada 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 300" Aluminum Fixed Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W09-20, titled' Bco -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., 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 pertinent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and /or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12- 0223.25 and consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. i NOA No. 13-0206.05 M1AMbDADE COUNTY Expiration Date: June 17, 2014 Approval Date: May 02, 2013 j' Page I 1 , 1 t , . 9 Eco Window Systems, LLC, NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 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. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with installation diagram of a 971/4" wide x 961/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. BETI -08 2192A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0413.08) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of a 971/4" wide x 961/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. BETI- 08- 2192B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0413.08) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2). Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco -Guard series 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2193A, dated 01/15/09, signed and scaled by Candido F. Font, P.E. (Submitted underNOA #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 481/4" wide x 96 3/8" high Eco- Guards 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI- 08- 2193B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #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 47 518" 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 by Candido F. Font, P.E. (Submitted underNOA #09- 04X3.08) r Manuel P V E. Product Control er NOA No. 1 05 Expiration Date: June 17, 2014 Approval Date: May 02, 2013 E -1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (cowp=D) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) Water Resistance Test, per FBC, TAS 202 -94 along with installation diagram of a 50 5/8" wide x 63 1/4" high Eco -Guard series 300 aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HE, ETI -08 2195A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 4413.08) 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 El 300-04 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlasO Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16. F. STATEMENTS 1. 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. 12-0223.25, issued to Eco Window Systems, LLC for their Series "300 ECO- Guard" Aluminum Fixed Window -- L.M.I., approved on 05/03/12 and expiring on 06/17/14. x Manuel erez, + V,,r Product Control Exa finNOA No. 13-020 Expiration Date: June 17, 2014 Approval Date: May 02, 2013 E -2 2.888 .1:82 800 2.811 O FLUSH FRAME ADAPTER FRAME HEAD /SILL/JAMB .730 b13 W3 .aso GLAZING BEAD x1.0701 oso ECO —GUARD SERIES --30d ALUMINUM FWD WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ON SHEER 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—DAVE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS SEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MOST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON OETAILS, 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 [01T NOT LIMITED to STEEL/METAL SCREWS. THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERA SHALL MEET THE REOUITEMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. FNS (WWAC GLASS VIA. DIMS. D.L.O. HEAT = WINDOW HEIGHT — 3.825` D.L.O. WIOM m WINDOW WIDTH — 3.829' THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. I Snor MIS PRODUCTRQVISRD , SHUTTERS ARE NOT REQUIRED. kA. 10 7012 - O0mp) *wm0rorwda A o Bgy� Doe Via. / v , Ari' eProAuet At! F� d' a IW 0 0 Z�a W aim drawing no. W09 -20 -d 00 aces -me (cm) m sets -M (sm) 'at g N scsszecfsocl•m+a oasa+m (ow -ML SLICE -U '.13103K Raw ooro� tam I vtssevanto'W IM a 133NJS 901 AN t1 t6 W ZAV to *M'S 9=V •Ol 1 'SIN31S.lS MOaNIM 003 Sar iKawao 3A3G mnaoaa V SWOMO s NOI1V21('PY1'ti Alma 0eo -ca-eo �mn v . I I I I {Q1 n A � •au •ww ,et /s 0 x rl n+ •au. *Am .st /s J HL•)N3'I MOOPllM tILCN3l 'M FtJJN31 'At r- l I I .ati� lLLJN31 'M F119N31 'M H � M r 1LI I ! I FL19N31 'M Za H C g� IN �o J a w in uy lip �Z aoao -twM TYPICAL SEE ELEV. FOR DE COUNTY APPROVED At MULLION ANCHORS SEE I ! '! WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. TYPICAL. ANCHORS: SEE EIEY FOR sPACtNG !' �! MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ]J4' DIA. TAPCON BY 'I1tlY' (fu -12O 1sL Fym92 xm) ! AND TRANSFER THEM TO THE BUILDING STRUCTURE ! � INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1 !i 1 -3/8" MIN. PENETRATION INTO WOOD THRU )BY BUCKS INTO CONC. OR MASONRY i• �! p 1 -1/4' MIN. EMBED INTO CONC. OR MASONRY t a is !i DIRECTLY INTO CONC. DR MASONRY 1i$ 0 1 -1/4" MIN. EMBED INTO CONC. OR MASONRY o a � i/4" ola TEKS OR SELF DRILLING scREWS (GtuDE S CRS) d i INTO METAL STRUCTURES i STEEL : 1/8' THK. MIN. (Fy - 36 KSI MIN.) ALUMINUM : 1/8' THK. MIN. (6063 -TS MIN.) i. i! (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) i� 014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) i! .s INTO MIAMI-DARE COUNTY APPROVED MULLIONS (MIN. THK. .090' ! (NO SHIM SPACE) 11 TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY - 2 -1/2' MIN. INTO WOOD STRUCTURE - 1' MIN. it INTO METAL STRUCTURE - 3/4" MIN. CONCRETE re - 3000 PSI MIN. C -90 HOLLOW /FILLED BLOCK rm - 1900 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. 1 "° MM PRODuctrRaliqlm •' 44 a a FL& PE. 70592 Building C06 - 0 DM •v ¢ ' , TYPICAL ANCHORS °a " . • TYPICAL. ANCHORS ' ,_ i_ 1.5 a Product e SEE ELEV. FOR SPACING ISY SEE ELEV. 71IM1 , WOOD &1CI( FOR SPACING z OW pg�i a° o n's �n ' o a� 5 z �4 3z Ot Way 2� drawing no. W09 -20 ITEN B PART B RBpD. Domir [oN MATRRWL MANP. /WPPNSR/RR IIMM 1 FY301 a 1 RW& WAVIS0.l ^M SM -Te - 2 iY302 AS REGO. tLQ= DEAD- 7/10" MM 0063 -TB - 1' +,I1 II11 �i I .1 �t { { M Ll3`3' ms a Z OC � o IL 0 O �i a v 'o P is °0491 YI �xx LL BZL U Im p- W 8 PROMIURRVURD BoRdi�ogCodeatOt the PWddn A=pWM No 4 Dy DO Engr: 4WD CNL FLti "7M drowinq no. W09 -2fl 0, � g 26t�J Pro" C sheet 4 of 5 v � a o. v V a .� •. . 0 •e e � N 1/4- MAX. SHDAS N. p 1/4• YAX, ` O d 183 oil i P a M a Caoi ic;, f* �8 a m a Os -2s-o9 — ECO -QMMW �Re.S -3mD uuH AMMM wmuw. (Lbu) AL- FAROOQ CORPORATION !c-, O 8 ENG UMM & RICO T DEvowpMENT a EC WINDOW SYSTEMS, LLC. /�• • +' a23saw. s7 Ave f I �. eamC 9114 N.W. 106 STREET MIAML FLORIDA 33174 cnl p MEDLEY. FL. 33178 TELCUM2649UW FA)L(308)282 -"M 9— q. TEL. (305) 885 -3299 FAX (308) 883 -5902 GL]EL•I�L�7 : • t Ot�� . e MIAMI- A -ILOiI DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208 BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 -2590 F (786) 315-2599 NOTICE OF ACCEPTANCE (NOA) www.mIamldads&ov/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 (AHD). 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 100" Aluminum Single Hung Window — L.M.I. APPROVAL DOCUMENT: 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 B dated 01/11113, 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 Conn 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 ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12- 0223.24 and consists of this page l and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. NOA No. 13-0206.04 Expiration Date: April 08, 2014 Approval Date: May 02, 2013 r,1) Page i W Eco Window Systems, LLC. A. B. NOTICE OF ACCEPTANCE: EVIDBNCE SUBMITTED DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No W09 -08, titled "Eco -Guard Series -100 Alum. S.H. Wdw. sheets 1 through 6 of 6, dated 02/12/09, with revision B dated 01/11/13, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 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) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with installation diagram of a 106 -1/2" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI -08 2166A, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA #09- 0224.07) 2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94 2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94 along with installation diagram of a 106 -1/2" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI- 082166C, dated 12/ 15, 2009, signed and sealed by Candido F. Font, P.E. (Subrnifted wider NOA #09- 0224.07) 3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294 3) Water Resistance Test, per FBC, TAS 202 -94 4) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94 along with installation diagram of a 53 -1/4" wide x 76" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. HETI -08 -2168, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted raider NOA #09- 0224.07) 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 53 -1/4" wide x 76 -1/4" high ECO -Guard Series 100 aluminum single hung window, prepared by Hurricane Engineering & Testing Inc. Test Report No. BETI -08 -2170, dated 12/15/09, signed and sealed by Candido F. Font, P.E. (Submitted raider NOA #09- 0224.07) E -1 �tltlerj D J Manuel P ez, l' iE. Product Control. er NOA No.1 - 6.04 Expiration Date: April 08, 2014 Approval Date: May 02, 2013 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, dated 01/30/12, prepared by A1- Farooq Corporation, signed and sealed by Javad Ahmad, P.E. (Submitted under previous NOA #12- 0223.24) ' 2. Glazing complies with ASTM B1300 -04 D. QUALITY ASSURANCE 1. 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 DeNemours & Co., Inc. for their "DuPont Butacite@ PVB Interlayer" dated 09105/11, expiring on 12/11/16. F. STATEMENTS 1. 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- 0223.24) G. OTHER 1. Notice of Acceptance No. 12-0223.24, issued to Eco Window Systems, LLC for their Series "100 ECO- Guard" Aluminum Single Hung Window — L.M.T. ", approved on 05/03/12 and expiring on 04/08/14. Manuel Pefez, r-z-- Product Control Exapfiner NOA No. 13-0200.04 Expiration Date, April 08, 2O f4- Approval Date: May 02, 2013 E -2 o 11 m =-1 .w., CA O N F 0 FIR ovo 0 1 lea o 0 IN rF y Y Ir�w— - � � o t 4 U SR 3/8' P .� Ala n aaffi 02-12- M r n� C �n ECO -dNRD SERIES -100 AWN S L Yom. (Ui1) AL- FAROOQ CORPORATION a +/7 -+•-0• oz+a+ woaev ro u+o Tee ECO WINDOW SYSTEMS, LLC. my b PRODUCT DEVHLOPMEW 123S &W. SYAVE 9114 N.W. 106 STREE? MIAML PLOMDA 33174 `+ MEDLEY, FL 33178 T9 (31 26441M 0 PAX.1�2624s78 00 eA4. C7r+ TEt ( 8eS -BY99 cntt (306i BBS -9907 COMP -. \tYDB ^08EC0 Egg cR to O' a.exW= co c 6' im rm. I MIN. ". m z nz 1 0m N N t0 --NII 1 pad J4 4 1 N I� O 1 �. �. Y t 4v 1 N I� Sm 6( 1 pyp S 4 yy 1 N �1 W N m 1 ♦ Y .� 1� N 1� N m 1� Am Y 1 N 1� Eid N m .q z 4] Q W doz z � D0I Il�ibbbbl�bbbbbbbbbbbbbb�� yp Vy yY b b b O b b b pI b b b b b b b b Fyn y� b O O b b b b b y y }yw py� b b b b b b b O b 0 0 0 C O O b t' O n s m bobbbbbbbbbbbbbbb Cc b bb bbbb +� 1:7 O bbgg k • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. d m • N0. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. c a Pi N X 19 1/6 r. a-1 I ,=-Mm muss -100 AWY S.N. wow. (LILL) AL- FAROOQ CORPORATION a ECO WINDOW SYSTEMS, LLC. �°w� & PRODUCT °ev° °Frn+°vr 123 6 S.W.87 AVE AV6 9114 N.W. 106 STREET NwawLFwRum 33174 `* MEDLEY. FL 33178 TEL CWM2048WO FAxc3M262-e78 TEL (305) 869 -5289 FAX (WS) 80 -5901 COMP- AML \W09 -OBECO Q W doz z m >C Il�ibbbbl�bbbbbbbbbbbbbb�� c1 t' bobbbbbbbbbbbbbbb b bb bbbb +� bbgg • N0. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. c a Pi N X 19 1/6 r. a-1 I ,=-Mm muss -100 AWY S.N. wow. (LILL) AL- FAROOQ CORPORATION a ECO WINDOW SYSTEMS, LLC. �°w� & PRODUCT °ev° °Frn+°vr 123 6 S.W.87 AVE AV6 9114 N.W. 106 STREET NwawLFwRum 33174 `* MEDLEY. FL 33178 TEL CWM2048WO FAxc3M262-e78 TEL (305) 869 -5289 FAX (WS) 80 -5901 COMP- AML \W09 -OBECO 1BY TYPICAL. ANCHM W000 DUCK SEE ELEV. FOR SPACING a 0 1fPm SEE ELEV. FOR COUNTY mutim TE NOA 1YPIm SEE ELEV. FOR I MOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: sm 17& Fm SPACUIG 1/4' DI& TAPCON BY 'fP1P" (Fw.120 KB. Fy-92 KSQ INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -1/2- MIN. PENETRATION INTO WOOD THRU 1BY TSICICS INTO CONC. OR MASONRY 1 -1/4- MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1 -1/2- MIN. EMBED INTO CONC. OR MASONRY Ile DIA TEKS OR SELF DRILLING SCREWS (GRADE S CRS) INTO METAL STRUCTURES STEEL : 1/8' THK. MIN. (Fy - 38 KSI ALUMINUM : 1/8° THK. MIN. (6083 -TS (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ,#14 SMS OR SELF DRILLING SCREWS (GRADE 2 CAB) INTO MIAMI -OADE COUNTY APPROVED MULLIONS (MIN, THK. _ .0907 (NO SHIM SPACE) TYPICAL EDGE rocrA�ur� INTO CONCRETE AND MASONRY - 2 -1/2' MIN. INTO WOOD STRUCTURE - 1' M. INTO METAL STRUCTURE - 3/4' MIN. CONCRETE Ca . 3000 PSI MIN. MASONRY I m . 2000 PSI MIN. , PRODUICYREVIISSID ,h=rLPlyftwkbl6aFborMa 8 .. BBqq IreNonPate r4- � � lfdm+d Pradutt ` drawing na W09 -08 , Z 0 a 0 cy 0�� LL V1 z v w a� SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. 9 , s m � FE $ FE Ef d sic. (sor) -M g 00 0a3eo- aax uiv -d1 zaas -cse (we) xu owg-M Iet� tens) xva ootisroez csoc) ru 8L t££ -u 'A3ia3PY 'M'N 4l t6 N t �t a a Dann+ >�a vo I r^i_ vcs�svanaov'uvvuN HAV 18'M*S 1332115 80! 'ffl 003 AM ssaoaaav smnm �s sw mxma as t9tao r •t �'L/l tames � 0 'j' L ,waWatr OOAanoOMUd ruonm NOUVUoa uoo bO0?ltld 'fV I SW3J SIBS MOoNIM i'0N �1's �t -s�sas as a-oo3 u xu eo -tt -w ww 3 m � FE $ FE Ef d sic. b T—. .- .• N C aG t S lit K C 0 O 3 C- 1 •� .• N h! Cl 0 t\ m� I W ^^ � O .�., � O W� R W N N N i9 m N $i 1 b T—. .- .• N C aG t S lit K C 0 O 3 C- 1 •� .• N h! Cl 0 t\ m� I W ^^ � O .�., � O W� R W N N N e ° . o' 1/4. 91tlAS - '�1/4' MAX. SHOi3 V Fi -� -R OO d0w 02 -12-08 °^� ECO -GUARD SERBS -100 AWN SH. tat. (Ld1) AL- FAROOQ CORPORATION a -� -R OO s d0w 02 -12-08 °^� ECO -GUARD SERBS -100 AWN SH. tat. (Ld1) AL- FAROOQ CORPORATION a 0%1&1 W CRAM nes sxetT ECO WINDOW SYSTEMS. LLC- 'L=5''W 87 04 VODttCF D6VEROVMEM sz3aaw. s7 nv6 $ I s 01.11.1 VANW. AM= R&V 9114 N.W. 108 STREET MIAMI, FLORIDA 33174 C a ey, worm MEDLEY. M- 33178 •tt,.(sasTz "w= VAX (sX1�282�T8 ca yy TEL CM) &M-UN FAX (308) M -8901 COMP- /WL�W09 -08EC0 s m �N W r• 0 L I N � a C L p WVp N �4 fJ O S� co o ,rr�,• 0 L iR•7CSi�L•'`7CF7- �'..:iS3� %---0 SERBS -1w AWN SH. wm 9114 N.W. 106 STREET MEDLEY, FL 33178 re►. (WS) 8855 -SM FAX (xs) WS-SM .-M* b AL- FAROOQ CORPORATION a SNOW88R8 & PROM= VZVOLOPMBNT s23aSW.81 Ave MWINb FLORIDA 33174 /� TO-(300I 264-800 FAX. (3CM 282-SM ®D1ADE MIAMI-DARE COUNTY, FLORIDA • 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) www.mismidade.eov /economy Eco Window Systems, LLC 9114 NW 106 Street Miami, 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. DESCRII'TION: Series DECO -Guard 50" Aluminum Single Hung Window - L.M.I. APPROVAL DOCUMENT: Drawing No. W12 -40, titled "ECO -Guard Series -50 Alum S.H. WDW. (L.M.I.) "; sheets 01 through 04 of 04, dated 07/18/12, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami-Dade County Product Control Section 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 LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E-1 and E -2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gascon, P. E. NOA No. 12-0820.08 Expiration Date: November 21, 2017 Approval Date: November 21, 2012 11�1Jc`�� Page 1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W12-40, titled "ECO -Guard Series -50 Alum. S.H. WDW. (L.M.I.) ", sheets 01 through 04 of 04, dated 07/18/12, 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, Type "A -A" Window, Grade 10, Level LV 1 per ASTM F 588-07 and per FBC 24113.2. 1, TAS 202 -94 7) Standard Test Methods for Deglazing Force of Fenestration Products per ASTM E 987-88 (2009) 8) Standard Test Method for Determination of Operating Force of Sliding Windows and Doors per ASTM E 2068 -00 (2008) along with marked�rp drawings and installation diagram of a single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FT1-6951, dazed 07/02/12, signed and sealed by Marlin D. Brinson, P. E. C. CALCULATIONS 1. Anchor calculations and structural analysis, complying with FBC 2010, prepared by Al- Farooq Corporation, dated 07/23/12, signed, sealed and dated 11/07/12 by Javad Ahmad, P. E. 2. Glazing complies with ASTM E1300 -04 D. QUALITY ASSURANCE 1. Miami Dade Department of Regulatory and Economic Resources (RER). E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 11-1102.11 issued to Solutia, Inc. for their "Saflex Clear and Color Glass Interlayers" dated 06/14/12, expiring on 05/21/16. Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 12 4820.08 Expiration Date: November 21, 2017 Approval Date: November-21,2012 E -1 t Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC 2010, issued by Al Farooq Corporation, dated 07/1.6/12, signed and sealed by Javad Ahmad, P. E. 2. Laboratory compliance letter for Test Report No. FTL -6951, issued by Fenestration Testing Laboratory, Inc., dated 07/02/12, signed and sealed by Marlin D. Brinson, P. E. 3. Proposal issued by Product Control, dated 04 /11/12,. signed by Jaime D. Gascon, P. E. G. OTHERS 1. None. E -2 Jaime D. Gascon, . E. Product Control Section Supervisor NOA No. 12-0920.08 Expiration Date: November 21, 2017 Approval Date: November 21, 2012 DESIGN LOAD CAPACITY - PSF FLANGE; DIMS. 5/18' IAN. GLASS WIDTH HEIGHT I E%T.( +) INT.( -) 19 -1/8' 26 -1/2' 37• .4• 53 -1/8• (4) 95.0 90.0 35.0 e0.0 95.0 60.0 55.0 60A 55.0 6.0 19 -1/8• 26 -1/2• 37• µ• 53 -1/8' 38 -3/8 ' (4) 55.0 60.0 55.0 80.0 39.0 60.0 55.0 60.0 55.0 6D.0 19 -1/8• 26 -1/2• 3Y 44• 53 -1/8• 50-5 /6. (5) 55.0 60.0 95.0 BDA 59.0 W.0 55.0 60.0 55.0 60.0 19 -1/8• 26 -1/2' 37' µ• 53 -1/8' 83• (e) 53.0 60.0 55.0 60.0 95.0 60.0 55.0 60.0 53.0 60.0 19 -118• 26 -1/2• 37' µ 78• (8) 55.0 60.0 EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FLT E 0992798 LE]m • NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB. /8• ANN. GLASS WTERLAYER ( BY 'SOLUTW 18' AM. MASS ECO -GUARD SERIES -SO ALUMINUM SINGLE HUNG WINDOW DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER CHARTS SHOWN ABOVE. V.V Z 9 S � �o gate VI O o " 3� Z a� W rn� APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE ,11��l COMBINATIONS OF S.N. /S.H. OR SINGLE HUNG WITH OTHER �7bMWih� WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING F� MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. IDift LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. eo THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE o REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY o HURIICANE ZONE (HVHZ). THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT, WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER SHUTTERS ARE NOT REOURED. LOADS TO THE STRUCNRF- "' 4 ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS Env JA cift EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. FLT E 0992798 ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE CAX NOT PART OF THIS APPROVAL �. NOTE: GLASS CAPACITIES ON THIS SHEET ARE A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. dfeWing no. BASED ON ASTM E1300 -04 (3 SEC. GUSTS) MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT AND FLORIDA BUILDING COMMISSION COME INTO CONTACT WITH OTHER DISW AR MATERIALS SHALL MEET THE W1 2_40 DECLARATORY STATEMENT DCA05- DEC -219 REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4. L g 3 201 Sheet 1 eT 4 O a O a W W 7 O ( a � d0 a n � e 3/C LONG WEEP NOTCH AT EACH END OPTIONAL TO SPRING LATCH TYPICAL ANCHORS WOOD BUCKS AND METAL STRUCTURE NOT BY SYSTEM ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ay. FOR SPACDIG 114' DIA TAPCON 9Y 'ITW' (Fu -120 KS. Fy-92 KS) 1 /4' DA n TRACM Rv 'EI rY1' (Fu -177 KSI. Fy-105 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU Iffy 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 1/4' DIA. TEKS OR SELF DRILLING ING _ CREWS (GRADE 5 CRS) INTO METAL STRUCTURES STEEL : 12 GA MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" T14K. MIN. (6083 -T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) 014 SMS OR SELF DRILLING SCREWS (GRACE 2 CRS) INTO MIAMI -DADS COUNTY APPROVED MULLIONS (MIN. THK. m .090' (NO SHIM SPACE) TYPICAL EDGE DISTANCE NTO CONCRETE AND MASONRY = 2' MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4' MN. ATE AT HEAD, SILL OR JAMBS f c - 3000 PSI ION. -J� 5;90 HOLLOW /FRIED BLOCK AT JAMBS f. . 2000 PSI YIN. -T CNIL O° w 1VL PE d 70592 JUL 2 2012 SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER �v A Z 0 o �� 04 1 jg2 J 3 08- n O ,! 8 w ;;w g N pp r S Orcat^;J no. W12 -40 CK ----------------- p- -2.183 �^1.239� �4 u W 14 a .082 0S8 Z NP. 1.344 .531 2.133 .062 O .625 �. 1 QQ FRAME HEAD .625 I J 75 2.887 082 FRAME JANt3 O .625 0 .050 1.719324 1.094 T— eL A50 TV. .062 .061 .789 0 ® RX. MEETING RAIL Q GLAZING DEAD U 1ASO 1203 VENT TOP CORNER `� 1 6zs 062 ryj 1.125 Typ• vi v 1.7so 050 TYP. An FRAME TOP CORNER 37.1 .082 O VENT SIDE RAIL U5 VENT TOP RAIL p z 343 .975 14 2 a 1.e95 � W � � 0� to /6 .825 .082 O ime OSe O 1.125 iYP. SASH STOP % c 12q .675 ® VENT BOTTOM RAIL 12x4 t.448 VENT BOTTOM CORNER 0 2.259 � � 14 .963 �b � `• c t] SPRING LOADED LATCH .062 1• FRAME BOTTDM CORN Cr. Ww mom 2.448 L Typ. FIA mm 71 2 S L ��gaitllPoe eAn. 3536` k I —2.357 •08 drawing no. s, J Z W12 -40 Q FRAME SILL cheat 4 of 4 '�i�AWDADE MIAMI -DADE COUNTY ®� PRODUCT CONTROL SECTION DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 1.1805 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.miamidade.gov /oera/ ECO Windows Systems, LLC 9114 N. W.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 PERA - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series 600 Aluminum Outswing Doors -L.M.L APPROVAL DOCUMENT: Drawing No. W12 -08, titled "Series 600 Alum Outswing Entrance Door (L.M.I.) ", sheets 1 through 9 of 9, prepared by AL- Farooq Corporation, dated 02/13 /12 and last revised on Jun 28, 2012, signed and sealed by Javad Ahmad, P.E., 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 Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2 and Single or Double Door DP ratings with sidelites (w /wo Reinforcement) in sheet 3. The max door leaf width shall not to exceed 37 ". 2. Laminated glass types Gland G2 are limited 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 Expiration Date: July 19, 2017 Approval Date: July 19, 2012 Page 1 rCO Windows Systems, LLC N , NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections 2. Drawing No. W12 -08, titled "Series 600 Alum Outswing Entrance Door (L.M.I.) ", sheets 1 through 9 of 9, prepared by AL- Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94 3) 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 Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI -12- 3357, HETI -12 -3358, HETI- 1240039 HETI- 124003 and IIETI- 124027dated 03/16 - 26/12, all signed and sealed by Rafael E. Droz -Seda, P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz -Sella, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC -2010, prepared by Al Farooq Corporation, dated 03/30/12 and last revised on June 28, 2012, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME- 1300 -02 & -04. D. QUALITY ASSURANCE 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 b PERA. I- �� 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 m umi SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES SEE SHEET 3. LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REGXIIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZj IBY OR 2BY WOW 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 WOW 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 SLAG. COX: SECTION 2003.8,4. 1/8' HEAT STRENb. GLASS 3/18' HEAT STREN'D. GLASS .U90' INTERLAYER .090' INTERLAYETt N BUTACITE PVB BY 'DUPONT' BUTACITE PVB BY 'DUPONT' Z 1 /8' HEAT STREN'D. CLASS 3/16' HEAT STRENb. GLASS SILICONE SILICONE DOW CORNING 899 La DOW CORNING 899 O z 26 W 26 d m 14 / �' 0 r \ \ ; SETTING BLOCKS AT LAM. !LASS REDD. FOR VDTHS EXCEEDING 36 ONLY. CLEAR i GL� C BEAD LEG TO GLASS TYPE 'G1' GIAS.S TYPE 'G2' 118' TEMP. GLASS 8/18" AIR SPACE 25 N 1/e' HEAT STREN'D. CLASS .090"INTERLAYER SAFLEX IIIG BY 'SOLUTW 1/8' HEAT SiRENb. LASS °m k' SILICONE Q r 8I = LB DOW CORNING 899 _Z ii as ST. STEEL 3 Z gt m METAL SPACER iS to 0 a W rn� SILICONE \ / \ / SETTING BLOCKS AT INSUL. LAM. class NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS 0 GLASS TYPE 'G3' M t#t V t ftk]M g THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IM E"4r JAVAD AHMAD �, n SHUTTERS ARE NOT REQUIRED. PE TDgga PACT. 8 n �3f 8 Z Z drawing nD. W12 -08 __ _ cheat 1 of g 39 3/4' MAX FRAME WIDTH 12' g. MAX MAX HEAD /SlU. A CORNERS LOCK OPTIONS SEE SKEET 7 3 SINGLE DOORS (X) DOOR 0045. LAMINATED GLASS FRAME W97TH LEAF FRIWE HEIGHT EXL.( +) SURFACE APPLIED FALSE MUNIINS OR 39 -3/4' 28 13/18' 1 98' 70.0 DECOR 0.4 OPM `e 11 aaof 37' MAX LEAF WIOTH N /n E II 4 11 00 O o n ENMe V K_ 1 Z p C � Z � 3S p v o \ 8.1200 NOTE: EGRESS REQUIREMENTS TO BE REMEWED BY BUILDING OFFICIAL X \ II n LOCK OPTIONS \ I I SEE/SKEIET \ � � J II \ Ir 1 \ B II \ AI acTwE I LOCK OPTIONS SEE SKEET 7 3 (X) OWES LOAD CAPACITY - PBF SINGLE DOORS (X) DOOR 0045. LAMINATED GLASS FRAME W97TH LEAF FRIWE HEIGHT EXL.( +) SURFACE APPLIED FALSE MUNIINS OR 39 -3/4' 28 13/18' 1 98' 70.0 DECOR 0.4 OPM `e MAY BE USED Y BE USED aaof 37' MAX LEAF WIOTH N (X) OWES LOAD CAPACITY - PBF SINGLE DOORS (X) DOOR 0045. LAMINATED GLASS FRAME W97TH LEAF FRIWE HEIGHT EXL.( +) 977.( -) 39 -3/4' 1 37' 1 98' 70.0 1 75.0 r HEAD & SILL ANCHORS [AT 570.E ENDS (4) AT 3' O.C. tY S' MAX �- MAX =RRNERRSS I I ; �� . SU SURF#6CE 10 DOUBLE (XX) DOOR DIMS. I I I FALSE "* 26 73/18' 26 13/18' 78' DECORADVE GRRL MAY BE USED OL OPC, O.L OPG, I \ 37' MAX LEAF INIDTH aaof O N 4 f1Ca/9� 00 O o n ENMe V K_ 1 Z p C � Z � 3S p v o \ 8.1200 NOTE: EGRESS REQUIREMENTS TO BE REMEWED BY BUILDING OFFICIAL X f. = - -_ -- LOCK OPTIONS SEE/SKEIET \ � � J Ir n\ / tNACKNE I ACTIVE SURF#6CE 10 DOUBLE (XX) DOOR DIMS. I I I FALSE "* 26 73/18' 26 13/18' 78' DECORADVE GRRL MAY BE USED OL OPC, O.L OPG, 75.0 37' MAX LEAF INIDTH (XX) DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRAME WWDTH LEAF WIDTH FRAME HEW W.( -) 78' 37' 98' 70.0 75.0 GLASS D_LD. DIMS. O.LO. HpGHi a FRAME HEIGHT - 11.125' D.LO. WIDTH (X DOORS) FRAME WIDTH - 12.813' D.LO. WIDTH (XX DOORS) m (FRAME WIDTH - 22.125')/2 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Engr: JAVAD "MD .R 4 FIX E[ 7_.0992 g C CAN. - � Ilk � 7i drawing no. JUN 8 2012 W 12 —C sheet 2 of g N Z F I 90 � mF o� a aaof O N 4 f1Ca/9� 00 O o n ENMe V K_ 1 Z p IAlaei b7 1 •Lam. � Z � 3S p v o 8.1200 NOTE: EGRESS REQUIREMENTS TO BE REMEWED BY BUILDING OFFICIAL X NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300 -04 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05- DEC -219 Engr: JAVAD "MD .R 4 FIX E[ 7_.0992 g C CAN. - � Ilk � 7i drawing no. JUN 8 2012 W 12 —C sheet 2 of g DESIGN LOAD CAPACITY - PSF SMEUTES WITH SINGLE OR DOLE LEAF DOORS (SEE NOTE BELOW) SIDEUTE FRAME WIDTH INCHES SIDEUTE FRAME HEIGHT INCHES AITHOUT REINFORCING WITH REINFORCING EXT.( +) 01T.( -) EXT.( +) [NT.( -) 24 30 38 37 42 82 70.0 75.0 70.0 75.0 70.0 7" 70.0 75.0 70.0 73.0 70.0 75.0 7D.0 75.0 70.0 7A0 1 61.7 88.1 81.7 86.1 24 30 36 37 42 88 70.0 75A 70.0 75.0 70.0 7&0 70.0 75A 70.0 75.0 70.0 75.0 70.0 75.0 70.0 7S0 61.7 . 66.1 61.7 66.1 24 30 36 37 92 70.0 7510 70.0 75.0 89.8 70.0 75.0 64.1 64.1 70.0 75.0 63.3 63.3 70.0 75.0 24 30 36 37 83.3 63.3 70.0 75.0 57.8 57.8 70.0 75.0 53.1 53.1 70A 75.0 52.4 I 52.4 1 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. GLACS D.LO, DIMS. D.L.O. HEIGHT (SIDELITE) FRAME HEIGHT - 11.000' D.L.O. WIDTH (SIDEUTE) FRAME WIDTH - 4.438" C HEAD & SILL ANCHORS AT STILE ENDS 12• CLUSTER OF (4) AT 3. O.C. 3. 44)ANCHORS T HEAD/SILL 12• 5• MAX EAD /SILL - .♦ SILL AMl�1Nn 1 1 1 1 1 1 I I I I I FALSE 1 1 1$/16• 26 1S/t8• DECORAnVE GRILL O.L. OPG. I DL OP0. MAY BE USED SIDEUTE FRAME WIDTH 37• LEAF N1DTH MAX 76• MAX II II DOUBLE DOOR FRAME WIDTH \ 11 11 I 1 II 1 1 \ \ i i ,.I iiiL� fi�� 1 i •mom ��• g Y ^ %• n \ n u 1 1 1 \ i i TIONS ii ii \ i 1 SHEET u \. I , 1 1 , 1 NACnNE ACTIVE AMl�1Nn 1 1 1 1 1 1 I I I I I FALSE 32 3/a• 1 1$/16• 26 1S/t8• DECORAnVE GRILL O.L. OPG. DL OP0. MAY BE USED SIDEUTE FRAME WIDTH 37• LEAF N1DTH MAX 76• MAX SEE CHART AT LEFT DOUBLE DOOR FRAME WIDTH � Pia /wfWNnl NOTE: ]S36 CAA i OS92 GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM -04 AND FLORIDA BUILD NOG COMMISSION GUSTS) JUN 2 8 2012 DECLARATORY STATEMENT OCA05- DEC -219 I? M Z 0 L LL A G 0 gag 4 112 - U N w � al Nn m O on _ `fin a 0 12 = q drawing no. W12-08 I ! 9116' MW. TYPICAL ANCHORS EDGE DIST. 1BY THROW BOLT EDGE GIST. SEE ELEVATIONS WOOD BUCK PENETRATION Fat SPACING Raja 25 I& � 8 6 DOOR DETAILSo n _ Engr: JAVAD ANMAD Omm GT ® yy 28 2 TYPICAL ANCHORS S i ELEVATIONS � JUN $ S 2012 24C OPTIONS SHEET 1 a 0 "a 7A 7 I I II--S ' I I I I I I © 33 i i 26 2 1 1 e „ 1 1 26 r� J v • a EDGE MST. TYPICAL ANCHORS 1 /2' MIN. SEE ELEVATIONS THROW BOLT FOR SPACING PENETRATION 2BY WWO BUCK OR WOW STRUCTURE SEE NOTE SHEET 1 �(f r. FOR 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 m v. FOR SPACING 1/4" DIA. ULTRACON BY 'EL CO' (Fu-177 KSI. FFe155 KSI) INTO 28Y WOOD BUCKS OR WOOD STRUCTURES 1 -1/2" MIN. PENETRATION INTO WOOD THRU IBY 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 414 CMS OR SELF DRILLING Cr1TEWS (GRADE 2 CRS) INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. 1/8-) 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) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2 -1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4' MIN. CONCRETE AT HEAD. SILL OR JAMEIS f'c . 3000 PSI MIN. C -80 HOLLOW /FILLED BLOCK AT JAMBS f'm a 2000 PSI MIN. i METAL STRUCTURE N Z � TYPICAL ANCHORS i► }j SEE ELEVATIONS FOR SPACING C 5� a to Z 3 a T+z W�Wmo ��ss�yT��iMlr c 0 u � �� TD�telfo''h/IACe`m`i � 8 DOOR DETAILSo n _ Engr: JAVAD ANMAD Omm lit, FIA. PE 7 92 CAN. S JUN $ S 2012 W12 -08 sheet 4 of 9 TYPICAL FOR 4m ..wiMp�e.ltwr En2r. JAVAO ,unrao ,yr cNn. Fc K"MM DOOR DET 1LSS JUN 28 FtS Z �3 Q a 0 aa�g� � ffi rn � O o� a Z ao Warne s drawing no. W12 -08 TYPICAL ANCHORS u hT SEE ELEVATIONS EDGE ISL FOR SPACING NI Z 9a o � i CLAZwc OPTIONS SEE SHEET t MA AS REODINC t /4' X O AT S' FROM 18 ENDS O SEE SHEET 3 f. SHIM, AND Tt' O.C. MAX a s tai O e 3 0 o M = p Ix _. gI c k to ; _� is 3 3LL 81 z 26 13 O�_3 1 O I 1 TYPICAL. ANCHORS •. L SEE _ FOR SPACING 14 iS 2S � O O.LO. 19 4 4A EXTERIOR LEAF WITH SIDELITE *WTH DOOR FRAME MOTH g O so� 2 UNIT FRAME WIDTH O i c © fMe I L En{p: JAVAD AHMAO 1 @ cra FLA. PE taMM o ° drawing I EDGE rnsT. ANCHORS �An� N W12 —n$ FOR SPACING SIDEUTE DETAILS sheet 6 of g LOCKS: OPTION N7: ACTIVE LEAF: 4 POINT LOCK ASSEMBLY OLOI -6007 BY W47EI8.GCK 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 LOCK BY 3/8' CONNECTING RODS LOCK LOCATED AT 42 -1/2' FROM BOTTOM WACTIVE 2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.' 1/2' DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME AT HEAD AND S01 THROW BOLTS ATTACHED TO LOCO BY 3 1B' CONNECTING RODS LOCK LOCATED AT 42 -1/2' FROM BOTTOM OPTION i2. ACTIVE LEAF: CONVENTIONAL DOOR LOC(SET WITH HANDLE DELTA 690 BY 1KWIKSEr LOCATED AT 39 -1/4' FROM BOTTOM KEY OPERATED ON EXI OR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44 -3/4' FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 11Y 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) 08-32 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 1'O STILE WITH (2) 98-32 X 1/2' FH MS NOTE: LOCKS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING. ITEM 9 PART If REP. DS4CRIP770N TAL MANP. /SUPPIJER/RENARKS 1 E801 - DOOR FRAME HEAD /Spl TB - 2 E602 - FRAME COVER TB 3 E603 - DOOR FRAME JAMB T8 - 4 E804 - SIDEUTE TOP & BOTTOM FRAME TB - 4A E826 - SIDEUTE 9' BOTTOM FRAME T8 - 5 E806 - SIDELINE FRAME JAMB T8 F - 8 E808 - SIDELITE SIP ON JAMB -T8 - 7 ENT LEAF TOP & BOTTOM RAIL -TB - 7A E025 - LEAF 9' BOTTOM RAIL -TS 8 E808 LEAF W'STRIP ADAPTER -T8 9 E609 - LEAF HINGE SINE -T6 - 10 ESTO - LEAF LOCK STILE -TB - it EBtt - LEAF ASTRAGAL STILE -T8 - 12 E312 - ILEAF ALOWENT BRACKET 8083 -T6 _ 13 E813 - LEAF CLAMP 6083 -18 4-1/4' LONG 13A E613 - 19ROE BACK -UP PLATE 6083 -T6 12' LONG 14 E814 GLAZING SAD (5118' LAM. GLASS) 608.7 -76 - 14A E109 GLAZING BEAD (7/18' LAM. GLASS) 8083 -TB - 15 E61S - GLAZING BEAD (INSTIL. GLASS) 6063 -TS - 18 E816 - SNAP COVER 8083 -T8 -- 17 E613 - BOLT SUPPORT 8083 -TB NOT SHOWN 18 - AS REGID. SIDEUTE MULLION REINFORM 6083 -TB - 19 FD -107 3/ LEAF BUTT HINGES ALUMINUM SUIWAN & ASSOC. 20 F91202 - FLUSH BOLT LEVER - SULU" & ASSOC. 21 FBAI4SS - CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. 22 012 SMS AS BLCO, FRAME ASSEMBLY SCREWS - - 23 012 X 3/4' - HINGE INSTALLATION FASTENERS - FH SMS 24 - - 31e' DIA. THREADED ROD STEEL - 25 Wt 1323 - PEE W STlmwm WOOL ULTRAFAB 26 E20618 -ION -3020 - BULB 1YSIPoPPINC SANTOP.RENE EPOM 27 E206 - (RAZING _BEAD BULB SANTGPRENE ULTRAFAS 28 - GLASS SPACER SIICONE FRANK LOWE RUBBER CO. 29 E822 FLUSH BOLT CUP NYLON 30 OD1RC BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 DLDiWB - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 010 X 3/4' 2/ ADAPTER F'L1 SELF DRILLING SCREWS 34 - 2/ UTE BETTING BOCK. 1/4' X 1/2' X 4' LOW 1 EPOM AT 8' FI M EACH END, OUROMETER 8533 35 2/ UTE I %-IT= BOM 1/4' X 3/4' X 4' LAW I EPOM IAT 6' FROM EACH END. DUROMETER 6535 3 -112' X 7 -518' X .122' THK EXTRUDED ALUM HINGE PART FO-107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10 -1/4' FROM BOTTOM TOP HINGE AT 11 -3/4' FROM TOP CENTER HINGE AT MIDSPAN (38' O.C. MAX.) HINGES FASTENED WITH 010 X i' FH SINS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB SEALANTS ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. I 1 Z S r z� 0351,0 Vl art! W V �m n tO 00n Cl- ? u oa0 W ;, -20 Z EAgr MM A`NMAD m m j F CJ.- N. 58382 g " OJ 154x6 1. \ CN y � �T bo drawing no. W12 08 �I �- i F .623 1.625 .078 1.730 L .at9 .394 .043 .090 .903 .043 �11..47 4 g N_ Z O 3 J 4.031 1.047 1.175 k F _2.082 4.730 u GLAZING GLAZING to GLAZING � IL t DOOR FRAME HEAD /SILL BE BE BE 1.507 O � F 8 4.000 7 LEAF -1.507-4 TOP /BOTTOM RAIL g l a C) .7 8 o �l Ii �1 a.7ts .078 ,��, � W 5 4.781 3.719 eel Q S U y �F. 8.250 i.300 L 7.531 . 312 4. 000 � O SIDELITE r7;�] TOP &BOTTOM FRAME s LEAF HINGE STILE osa s LEAF W STRIP ADAPTER - w II I .3.442 "L5.84 I�IIU/ , vt_ 1� L n gg M O o M r3 Z_ 4000 ___l 2.081 i' 1.507 329 078 .076 to LEAF LOCK STILE 7A 9" BOTTOM RAIL 12 }; 0:10 W V�--1.81 1.507 LEAF ALIGNMENT BRACKET �0 �.2at 2 FRAME COVER 7;-.078 344 2� .125 I .050 1.17 1.301.790 I 1.374 .125 3.781 3719 0 194 .078 L= � b I tt ° a 16 SNAP COVER LEAF ASTRAGAL. STILE t3 LEAF CLAMP s I HINGE BACK -UP PLATE aae, 4.000 .076 -,.soo � 653 2.097 1.soo .719 .676 5.000 _� 1.507 ,.zso� ,e 0 •719 SIDELITE MULLION REINFORCING �{ ENtr:.1 O AIiuM CrA FLA. K If I 4.166 CAN. )ate 2 I I� O .078 k- 4.000 -�I JUN 2 2012 ° a < N b' $ ii drowin no. 9 W12 -08 (3 ) DOOR FRAME JAMB S SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME s SIDELITE SLIP ON JAMB sheet B of g a ll`ifYYi/YYYYr� \ Ap W ti n m o2 -t3 t2 Fim- 9: � 600 ALUM OUMM Dr K4M DOOR WU) AL- FAROOQ CORPORATION a N s she• - r ECO WINDOW SYSTEMS, LLC. IWO&W. 87 AVE OOUaF DEVELOPMENT to O u q 9AUi0 9114 N.W. 106 STREET MIAMI, F7.OMIOA 33174 ,.t MEDLEY, FL 33178 78L L3W 2oassoo PAX. (� 262-W78 �T' ' u) 00 . cnt M+ TEL (30S) 965 -sa99 FAX (305) 885 -5902 Cows -ANL W12- t . s � JOB NAME: RESIDENCE 35 NE 92ND ST MIAMI SHORES , FL JAN-19 2014 I i A CE m y • . • S I T ATE F •�LpRIu ••�i� �n •••... 'O0 d,�ONA °� °0 °flseai aataeaee'�� lqr PO4 FRONT NOTE: MEAN ROOF HEIGHT: 13'-6" ROOF TYPE: 4:12 GROUND FLOOR 0 RIGHT O 0 �%ko41 ?IC�09•.��• d DATE: 01/17/14 • S TL G ::t SCALE: 3/16"= 11 � DWG. BY: MRZ. �R� .•��; JOB 01 -2014 /VAN 1 of 5 ®`�d�P IIIIIIi19A4� ®� U COO M E Ci O �%ko41 ?IC�09•.��• d DATE: 01/17/14 • S TL G ::t SCALE: 3/16"= 11 � DWG. BY: MRZ. �R� .•��; JOB 01 -2014 /VAN 1 of 5 ®`�d�P IIIIIIi19A4� ®� NOTE 1: WINDOW FRAMES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE -REFER TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.OA DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOT PART OF THIS PERMIT. NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(L& BEAMS,COLUMNS,FRAMINOXM.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUAL FIELD DIMENSIONS PRIOR TO FABRICATION. NOT PART OF THIS PERMIT FRONT ELEVATION "A" 73 -3/4" X 50- 114 "(XO) "ECO GUARD - SERIES 200" ALUMINUM HORIZONTAL ROLLING WINDOW- L.M.I. N.OA: 13-0206.03 ZONE 4:+47.1 -51.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE: 1/8" H.S.GIASS ..09900 }B�UTAC�ITE PVpB�BY DUPONT 1NTERLAYER. IN1 RIORLITE: I /O "H.S.GLASS NOTE: THIS INSTALLATION DOES NOT REQUIRE FRAME REINFORCEMENT OPTION. "B" 71 "X47 "(XO) "ECO GUARD - SERIES 200" ALUA04E M HORIZONTAL ROLLING WINDOW- L.M.I. N.OA: 13. 0206.03 ZONE4: +47.1 - 51.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LITE- 1 /S" H.S.GLASS 090 BUTACITE PVB BY DUPONT INTERIAYER. INTERIOR LITE: 1/8" H S.GLASS NOTE: THIS INSTALLATION DOES NOT REQUIRE FRAME REINFORCEMENT OPTION. W \G Ehl U C x 44 V1 oNi 01/17/14 r, ^'• S iAT OF SCALE: M DWG. BY: MRZ. a F �a 01 -2014 °Fa #It It aWg' \G Ehl 44 DATE: 01/17/14 r, ^'• S iAT OF SCALE: 3/16"= 1' DWG. BY: MRZ. •'i. ��°�'° 1L .•'e JOB #: 01 -2014 °Fa #It It aWg' 2 of 5 NOTE 1: WINDOW SON ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE-REFER TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH 1HEIRPRODUC17S CONTROL N.O.A. DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALLOTHER OPENINGS ARENOTPART OF THIS PERMIT. NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCI'URE(LE: BEAM%COLUMNS FRANIING,ETG) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THEFIN[SITED FLOOR NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUALF IUDDT49MONSPRIOR70FABRICAMON. pal r a� ti (EGRE O O �r RIGHT ELEVATION C" 34.112" X 46- 3/4"(X) SERIES "500 ECO- GUARD "ALUMINUM OUISWING CASEMENT WINDOW -LM.L N.O.A.: 13-0206.07 ZONE 4:+ 47.1-51.1 GLAZING: 5/16" LAMINATED IMPACTRESSISTANTGLASS EXTERIOR LTPB:1/8" H.S.GLASS 090 BUTACTTE PVB BY DUPONT ]N ERLAYER INTERIOR LrM- IW H.S. GLASS "D" 36 -3/4" X 74 000) ECO GUARD SERIES 300 ALUMINUMFIXM WINDOW LML N.O.A.: U-M.05 ZONE 4: +47.1 -51.1 GLAZING: 7/16" LAMINATEDAIPACTRESISTANTGLASS EXTERIOR LITE: 3/16" ANN.GLASS .090 BUTACTTE PVB BY DUPONT INTERLAYER INTERIOR LTTE: 3/16" ANN. GLASS EXISTING COLUMN (BY OTHERS) "E" 35" X 47"(X) SERIES "500 ECO- GUARD "ALUMINUM OUTSWING CASEMENT WINDOW L.MI. N.O.A.: 13- 0206.07 ZONE 4-.+ 47.1- SLI GLAZING: 5/16" LAMINATED IMPACTRESISTANTGLASS EXTERIOR LITE. 1/8" H.S.GLASS 090 BUTACTTE PVBBYDUPONTINTERLAYER INTERIOR LITE. Vr H.S. GLASS "H" 35 -1/4 "X47" SERIES "ECO GUARD 100 "ALUMINUM SINGLE HUNG WINDOW LIAL N.O.A.: 13.02D6.04 ZONE 5:+ 47.1-63.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LIM -118" H.S.GLASS .090 BUTACITE PVB BY DUPONT INTIRLAYER INTERIOR LITE- U8" H.S.GLASS %0% W 811j7 +•, W DATE: 01/17/14 SCALE: 3/16"=11 _ ® S ]t(T[ DWG. BY: MRZ. JOB #: M ®® '�'�: • 40 } �\ •'< : 3 5 %0% W 811j7 +•, DATE: 01/17/14 SCALE: 3/16"=11 _ ® S ]t(T[ DWG. BY: MRZ. JOB #: 01 -2014 ®® '�'�: • 40 } �\ •'< : 3 5 of NOTE 1: WINDOW SON ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT' ACCORDANCE WITH THE UNITS NOTICE OF ACCEPTANCE-REM TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROL N.OA DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHEROPE ANGS ARE NOTPARTOF THIS PERMIT. NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(LE: BF.AMS,COLUMNS,FRANIING,ETC.) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE C LAZING. NO CALCULATIONS HAVE BEEN PERFORMED TO VERIFY THEIR ADEQUACY. NOTE 4: ALL EGRESS WINDOWS SHALL HAVE A SILL HEIGHT NOT TO EXCEED 44" ABOVE THE FINISHED FLOOR NOTES: VANDOWCOWANY SHALL FIELD VERIFY ALL ACUJALFEELDDD&NMONSMORTOFABRICAMON RYMTFV . [Y1 :f T&W O O REAR ELEVATION "H" 35 -1/4" X 47" SERIES "ECO GUARD 100 "ALUMINUM SINGLE HUNG WINDOW4.M.1. N.O.A.: 134206.04 ZONE 5: + 47.1- 63.1 GLAZING: 5/16" LAMINATEDWFACT RESISTANT GLASS EXTERIOR LTTE:1/8" H.S.GLASS 090 BUTACITE PVB BY DUPONY INTERLAYERR, INTERIOR LITE. IV H.S.GLASS "G" n" X 8V(NOMTNAL) "SERIES 600" ALUMINUMOUTSWING DOOR LML N.O.A.: 120402.03 ZONE 4: + 45.0 -49.0 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LT1E: VV H.S.G'LASS .090 BUTACITE PVB BYDUPONT INTERLAYER INTERIOR LTTE:W H.S.GLASS "F" 35"X47" SERIES "ECO GUARD 50 "ALUMINUM SINGLE HUNG WINDOW -L.1%u N.O.A.: 124820.08 ZONE 4: +47.1 -51.1 GLAZING: 5/16" LAMINATED RAPACT RESISTANT GLASS EXTERIOR LIMB 118" ANN.GLASS .090 SAFLEX BY SOLUM7A IN1ERLAYER INTERIOR LTTE:1/8" ANN.GLASS "I" 35-1/2 "X36.1/2" SERIES "ECOGUARD 100 "ALUMMUMSINGLEHUNG WINDOW LM.L N.O.A.: 131-0206.04 ZONE 5: +47.1 -63.1 GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS EXTERIOR LTTE:1l8" ILS.GLASS .090 BUTACITE PVB BY DUPONT INIERLAYER. INTERIOR LITE- IW H.S.GLASS U W M o Nu. ryVQ 01/17/14 �` SCALE: 3/16" = P ® , �• STiJE OF, ; o Nu. DATE: 01/17/14 �` SCALE: 3/16" = P ® , �• STiJE OF, ; DWG. BY: MP-Z. Q7 ° � �� JOB #: 01 -2014 °i ' i I `` •'` �' Cc '} of 5 °did @9u1C595111Si��1��. NOTE 1: WINDOW FRANIES/MULLION ANCHORAGE TO MAIN STRUCTURE SHALL BE IN STRICT ACCORDANCE WITH THE UNIT'S NOTICE OF ACCEPTANCE- REFER TO PRODUCTS CONTROLS. NOTE 2: ONLY THE OPENINGS THAT ARE IDENTIFIED WITH THEIR PRODUCTS CONTROLN.OA DESIGN PRESSURES, AND SIZE ARE PART OF THIS PERMIT. ALL OTHER OPENINGS ARE NOTPART OF THIS PERMIT. NOTE 3: THE MAIN WIND FORCE RESISTING SYSTEM OF THE STRUCTURE(I.E: BEAMS, ) SHALL BE DESIGNEDBY OTHERS TO WITHSTAND THE LOADS POSED BY THE GLAZING. NO CALCULATIONS HAVE BEEN PERFORMED 710 VERIFY THEIR ADEQUACY. NOTE 4 : ALL EGRESS WINDOWS SHALL HAVE A SELL HEIGHT NOT TO EXCEED 44" ABOVE THEFINTSIM FLOOR NOTE 5: WINDOW COMPANY SHALL FIELD VERIFY ALL ACTUALFOD DOWMONS PRIORTO FABRICATION. EXISTING COLUMN (BY OTHERS) IN LEFT ELEVATION "T" 35- 1/2"X36 -0" SERIES "ECO GUARD 100 "ALUMINUM SINGLE HUNG ",J" 37" X 38 -3/6" WNDOW-Ml' SERIES "ECO GUARD 50 "ALUMINUM SINGLE HUNG N.OA: 13. 0206.04 WINDOW Lml. ZONES: + 47.1- 63.1 N.O.E4*+47.1) -5 GLAZING: 3l16" LAMINATED IMPACTRESISTANT GLASS ZONE 4: + 47.1 - 51.1 EXTERIOR LIT ' LW HS.GLASS GLAZING: 5/16" LAMINATED IMPACT RESISTANT GLASS .090 BUTACITE PVB BYDUPONT INTF.RLAYER. EXTERIOR L17E 1l8" ANN.GLASS INTERIORLTTE lib"H.S.GLAS3 .090 SAFLEX BY SOLUTIA INIIMAYER INTERIOR LTTE:1/8" ANN.GLASS a 4 � _c r ® NO. 5464,.- .� °�•. Siva F o s a �� d969009999aa�� W � h M H � O d DATE: 01/17/14 SCALE: 3/16" =1' DWG. BY: UP-Z. JOB #i: 01 -2014 5 of 5