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WS-16-1789Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FL Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-263402 Permit Number: WS -6-16-1789 Scheduled Inspection Date: August 05, 2016 Permit Type: Windows/Shutters Inspection Type: Final Owner: GANOZA, DIEGO & LAURA Work Classification: Window/Door Replacement Job Address: 9150 N BAYSHORE Drive Inspector: Mesa, Michel Miami Shores, FL 33138 - Project: <NONE> Contractor: AMERICAN IMPACT WINDOWS & DOORS LLC Phone Number (786)229-5422 Parcel Number 1132050010280 Phone: (305)328-0010 Building Department Comments REPLACE 16 WINDOWS AND 2 DOORS. Infractio Passed Comments INSPECTOR COMMENTS False Passed (06t. Failed Correction Needed Re -Inspection Fee No Additional Inspections can be scheduled until re -inspection fee is paid. Inspector Comments CREATED AS REINSPECTION FOR INSP-263289. 7-15-16 NOT READY, NEED ATTACHMENT INSPECTION FIRST. August 04, 2016 For Inspections please call: (305)762-4949 Page 19 of 35 Project Address Miami Shores Village 10050 N.E. 2nd Avenue N Miami Shores, FL 33138-0000 Phone: (305)795-2204 9150 N BAYSHORE Drive Miami Shores, FL 33138- Owner Information Permit NO. WS -6-16-1789 all Permit Type: Windows/Shutters e t Classification.- Window/Door Replacem Permit Status: APPROVED Issue Date: 6/30/2016 Expiration: 12/27/2016 Parcel Number Applicant Address 1132050010280 Block: Lot: DIEGO & LAURA GANOZA Phone Cell DIEGO & LAURA GANOZA 9150 N BAYSHORE Drive MIAMI SHORES FL 33138- (786)229-5422 9150 N BAYSHORE Drive MIAMI SHORES FL 33138- Contractor(s) Phone AMERICAN IMPACT WINDOWS & DOC (305)328-0010 CeII Phone Valuation: Total Sq Feet: $ 35,000.00 300 Type of Work: REPLACE 16 WINDOWS AND 2 DOORS. No of Openings: 18 Additional Info: Classification: Residential Scanning: 4 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $21.00 $4.20 $4.20 $7.00 $280.00 $12.00 $28.00 $356.40 Pay Date Pay Type Invoice # WS -6-16-60357 06/30/2016 Credit Card Amt Paid Amt Due $ 356.40 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final Review Building Review Building In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above-named •ntractor to do the work stated. Authorized Signature: Owner / Appl Building Department Copy or / Agent June 30, 2016 Date June 30, 2016 1 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 UILDING PERMIT APPLICATION BUILDING ❑ ELECTRIC ❑ ROOFING ❑PLUMBING ❑ MECHANICAL ❑PUBLIC.WORKS JOB ADDRESS: RECEIVED J 2 8 2016 BY FBC 20 1 4—`p �; Master Permit No. 5 1 �& O REVISION Sub Permit No. ❑ EXTENSION ❑ RENEWAL ❑ CHANGE OF CONTRACTOR 1150. ce" gc7s\►oQ Or-_ County: 040E Miami Dade City: Miami Shores Folio/Parcel#: Occupancy Type: Load: OWNER: Name (Fee Simple Titleholder): 1 CANCELLATION ❑ SHOP DRAWINGS Zip: 9 3(38 Is the Building Historically Designated: Yes NO Construction Type: e ed3.0 etc , - `J Lk, Address: ) 5 + or City: L : o Tenant/Lessee Name: Phone#: State: Cc, Flood Zone: &A? BFE: FFE: Phone#: 2g S`E cJJ Zip: 13 (3, Email: CONTRACTOR: Companyr Name: — �M�` CGS r. vtir „,1S QY CS Address: 7659, Sk" City: Vv\ yawn , State: �L Qualifier Name: £j'n, / gV Sod V Phone#: '3v534E (91`3 (v Zip: -?3 Phone#: State Certification or Registration #: S G G / 7 I/ SO 2 9' 6 Certificate of Competency #: DESIGNER: Architect/Engineer: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ —3 J" o 0 Square/Linear Footage of Work: Type of Work: ❑ Addition ❑ Alteration 0 New 'LQ Repair/Replace El Demolition Description of Work: L) i n )oar Dam e -f /4 -eerie, l L.r "LJ,br.S oCI (S Specify color of color thru tile: Permit Fee $ GD CCF $ CO/CC $ Radon Fee $ DBPR $ Notary $ Submittal Fee $ Scanning Fee $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ rr11 ~STc)` �v TOTAL FEE NOW DUEb$ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Mortgage Lender's Address City State Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approves( a reinspection fee will be charged. Signature // y// Signature OWNER or AGENT CONTRACTOR The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this day of re ? o aa. -Ko 2-. , who is pers me or who has produced %' I;:as identification and who did take an oath. 1fill NOTARY PUBLIC: NOTARY PUBLIC: Sian: Print: Seal: r ¢ day of J LJ , 20 /6 , by Cet: 2sSt�(J , who is personal! me or who has produced identification and who did take an oath. Seal: *###############################6###################################################################### APPROVED BY I Plans Examiner Zoning (Revised02/24/2014) Structural Review Clerk LICENSE NUMBER SCC 131150290 t‘. LIN LPtVVbUN, SECRETARY STATE OF FLORIDA DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION CONSTRUCTION INDUSTRY LICENSING BOARD The GLASS AND GLAZING CONTRACTOR Named below IS CERTIFIED Under the provisions of Chapter 489 FS. Expiration date: AUG 31, 2016 ROSADO, EMIL J AMERICAN IMPACT WINDOWS 8, 900 BISCAYNE BLVD APT #1704` MIAMI FL 33132 OORS LLC ISSUED: 08/03/2014 DISPLAY AS REQUIRED BY LAW ,06455 Local Business Tax Receipt Miami—Dade County, State of Florida -THIS IS NOTA BILL - D0 NOT PAY 7159620 BUSINESS NAME/LOCATION RECEIPT NO. AMERICAN IMPACT WINDOWS & DOORS LLC RENEWAL 900 BISCAYNE BLVD #1704 7436943 MIAMI FL 33132 LBT EXPIRES SEPTEMBER 30, 2016 Must be displayed at place of business Pursuant to County Code Chapter 8A - Art. 9 & 10 OWNER SEC. TYPE OF BUSINESS AMER IMPACT WINDOWS & DOORS LLC 196 SPECIALTY BUILDING CONTRACTOR PAYMENT RECEIVED SCCI31150290 BY TAX COLLECTOR Worker(s) 1 $49.50 10/01/2015 CREDITCARD-16-000617 This Local Business Tax Receipt only confirms payment ofite Local Business Tax. The Receipts not a license, permit, or a certification olthe bolder's qualifications. to do business. Holder must comply with any governmental or nongovernmental regulatory laws and requirements which apply to the business, The RECEIPT NO. above must be displayed on alI commercial vehicles - Miami -Dade Code Sec 8a-276. For more information, visit www miamit ade.nnyitaacolleeter SEQ # L1408030004033 AWRO" CERTIFICATE OF LIABILITY INSURANCE AMERIMP-01 CMENDOZA DATE (MM/DUIYYYY) 6/1/2016 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(ies) 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 CONTACT NAME: BenTrust AIB, LLC ---PHONE -- 50 101 Waterford Way We No Eat): (305)444.83 Suite 300 ADDRESS: Miami, FL 33126-4682 INSURED American Impact Windows & Doers, LLC 7859 NW 15 St Miami, FL 33126 (Arg X Nu): (305) 444.8501 INSURER(S) AFFORDING COVERAGE INSURER A : Ascendant Commercial Insurance, Inc. NAIL M 113683 INSURER 8: Scottsdale Insurance CO. INSURER C: Allied HR, Inc. INSURER 0: INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THS 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 POLIC ES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS MAW PO tI Y F POLICY EXP INSR LTR A TYPE OF INSURANCE YYYO POLICY NUMBER MM/ODIYYYY (MM/DO/YYYY) t ADDL INSR X 1 COMMERCIAL GENERAL LIABILITY EACH OCCGRRENCE LIMITS CLAIMS•MAOE X-1 OCCUR GEN'L AGGREGATE LIMIT APPLIES PER: X ? POLICY I - Pc° ^ LOC OTHER: AUTOMOBILE LIABILITY ANY AUTO ALL OWNED AUTOS HIRED AUTOS "i SCHEDULED AUKS NON -G" /NED ..( AUTOS UMBRELLA UAB j X 1 OCCUR 1x... EXCESS UAB r__� CLAWS -MADE DED 1 1 RETENTION £ GL -48228-0 05/29/2016 05/29/2017REM sEs Ea occcT.urrenoe) MED EXP (Any one person) f PERSONAL ADV INJURY 3 GENERAL AGGREGATE PRODUCTS - COMP/OP AGG £ S 1,000,00 100,00 COMBINED SINGLE LIMIT (Ea accident' BODILY INJURY (Per person) 5, 1,000,000 2,000,000+ 1,000,00 BODILY INJURY (Per acc cent) PROPERTY DAMAGE (Per accident,+ XBS0057478 EACH OCCURRENCE 01/14/2016 01/1412017 AGGREGATE f 2,000,00_ 2,000,000 C WORKERS COMPENSATION AND EMPLOYERS' LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory to NH) If yes, desatoe under DESCRIPTION OF OPERATIONS below Y N/A WCPE0000000111 08/03/2016 I STPR ATUTE ..t ERH 08/03/2016 E.L. EACH ACCIDENT S E.L. DISEASE • EA. EMPLOYEE S E.L. DISEASE - POLICY LIMIT s DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached H more space je required) QUALIFIER LICENSE NUMBER SCC131150290 Windows and Doors 1,000,000 1,000,00 1,000,00 CERTIFICATE HOLDER CANCELLATION MIAMI SHORES BUILDING DEPARTMENT 10050 NE 2ND AVENUE Miami Shores, FL 33138 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ®1988-2014 ACORD CORPORATION. AN rights reserved. ACORD 25 (2014/01} The ACORD name and logo are registered marks of ACORD J I"' N/A RECEIVED JUN 282016 BY: W1•. Ca�� - 3�- xs� t�v/_ 5 5 rill •: �r: � s'e, :►s' ;-�: �'SE -o41.6‘ o . #--.(3/-75 _Cay -rhe; ��.tiS-v4ob 15-0-1-2z,05 IS Iu ' t7S/Tg0 :v3. 13. .X . .t7(5/ f ,p ° 3 5 'k ga . 1�-x�a` - IC- t.0-3. 1 3 -Xx .• r 701- 75� M,,II► n •S- .•L) t 1 X" -11")l F+Ofl(3'4'1 C I+) 14-O5ai. 14, SI�- Miami Shores V;,i ; Je APPROVED BY DATE ZON!NG DEPT BLDG DEPT SUR,if- CT TO COMPLIANCE WITH ALL FEDERAL STATE AND COl INTY RULES AND REGULATIONS 9)(50 11/4L .Ec-lsift4/4- Mi otiMt iftJre- S CrV CO RAIVIIVIIS ENGINEER1 G, INC. kd = .85 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2014 Robert S. IVlonsour, P.E. FI # 11955 / 0006024 DESIGN WIND LOADS IN PSF. MIAMI DADE ASCE 7-10 WIND CODE 175 MPH WIND ZONE Interior &Exterior Exposure C Zones (4&5 - Walls). Positive Pressures For the .175 mph Wind Zone CATEGORY 2 • . Effective Wind Area (or, Tributary Area) in Square Feet • Height (Maximum) 10 20 30. 40 50 60 1.00 0.95 0.92 .. 0.89 0.88 0.86 15 40.4 38.5 37.5 36.7 36.1 . 35.7 20 42.7 . 40.8 39.7 38.9 38.3 . 37.8 25 .44.6 42.6 41.5 40.6 40,0 39.4 30 46.5 44.4 43.2 42.3 41.7 41.1 40 49.4 47.2 ' 45.9 44.9 44.2 43.6 50 . 51.8 49.4 48.1 . 47.1 46.4 45.7 60 53.7 51.2 49.8 _ 48.8 _ 48.1 '47.4 Interior Zone (4 - Walls) Negative Pressures • Exposure.0 For the 175 mph Wind Zone CATEGORY 2 Height (MaxiMum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 40 50 60 -1.10 -1.05 -1.02 -0.99 -0.98 -0.96 15 -43.8 -42.0 -40.9 -40.2 -39.6 -39.1 20 -46.4 -44.4 -43.3 -42.5 • -41.9 -41.4 25 -48.4 -46.4 -45.2 -44.4 -43.8 -432 30 -50.5 -48.4 -47.2 -46.3 -45.6 -45.1 40 -53.6 -51.4 -50.1 . -49.1 -48.4 -47.8 50 -56.2 -53.8 -52.5 -51.5 -50.7 -50.1 60 -58.2 -55.8 -54.4 -53.4 -52.6 -52.0 . -52.6 ' '-51.5 ETderioTh-27;176757AiE5T17Tti\;;77-7ss7177"---- Exposure C For the 175 rnph Wind Zon'e CATEGORY 2 Height (Maximum) Effective Wind Area (or, Tributary Area) in Square Feet 10 20 30 - 40 50 60 A:4° - ' -1.29 -1.23 • -1.19 • -1.15 -1.13 15 -54.1 -50..4 - -48.3 -46.8 -45.6 . -44.7. 20 .• -57.2 -53.4„ -55.8 -51.1 . -53.4 -49.5 :-51.7 -48.3 -50.4 . 47.3 -49.4 ' 25 -59.8 30 -62.3 -58.1 -55.7 `-53.9 -52.6 ' '-51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 , - 50 - -69.3 -64.7 -61.9 -60.0 -58.5, j 5 .t(c, 60 -71.9 -67.0 -64.2 -62.2 , -6p 4,1 ' Length of End Zone (a): 10% of least horizontal dimension or .4 h, wh vt3 s smaller, but not less.than 4% of least horizontal dimension or 3 ft. (h = mean r of heE½t in feet). NOTE: AN 8% REDUCTION OFTHE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS." MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) ECO Windows Systems, LLC 9114 N. W. 106th 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.IVI:I. APPROVAL DOCUMENT: Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, 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 RATINGrLarge and Small Missile Impact Resistant —� Limitation: 1. See Single or Double Door Design Pressure (DP) ratings in sheet 2 . See Single or Double Door DP ratings with sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf width shall not to exceed 37". See locking options 1 & 2 in sheet 7_1. 2. Laminated glass types GI and G2 are limited to .090" Kurarary's Butacite 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 bfth�I�jOt1 js displayed, then it shallbe done in its entirety. • • . • • • • • • • INSPECTION: A copy of this entire NOA shall be provided to the user 1 thc'thanttfaattuer o4its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #12-0402.03 and consists of this page I.id eyidencgppge E-1, aswe11•.s approval • • . •• • • • • • • document mentioned above. • . . • The submitted documentation was reviewed by Islraq I. Chander?p.E: • •. • • • •▪ • •• • MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 Miami, Florida 33175-2474 T (786) 315-2590 F (786) 315-2599 www.miamidade. rov/economy MIAMEDADE COUNTY NOA No. 15-0603.13 •. • . . • „Easation Date: March 20, 2019 APPROVED • • • • • ved Dade: October 15, 2015 • • Page 1 • • • • •••�Pro • • • •• ••• •• • • •• •.• ••• • • •• ••• • • ECO Windows Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections (see below) 2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E. 13. TESTS (submitted under file #12-0402.03) 1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum Outswing French door, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETI-12-4027dated 03/16- 26/12, all signed and sealed by Rafael E. Droz-Seda, P. E. Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2014(5"' Edition), prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies w/ ASTME-1300-02, -04 & -09. 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 Kuraray America, Inc. (Former E.I. DuPont DeNemours & Co., Inc. for the "Butacite ® PVB interlayer", expiring on 12/11/16. 2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA) (former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16. 3. XL Edge seal System 201 SS spacer by Cardinal IG. F. STATEMENTS 1. Statement letter of conformance to FBC 2014 (51h Edition) and letter of no financial interest, prepared by Al Farooq Corporation, dated 06/02/15, 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. This NOA revises NOA #12-0402.03, expiring 03/20/19. • • • • .• 2. Test proposal, dated 10/14/11 and 02-21-12 approved1 y PERA.•• E-1 • • • •• • • • • • • • • • • •• • ••• • • lot—s.\ .1�-. . • •• • • • 1jatI.$handa, P.E. •• • • ••••• • • • •• • •• • • .ProduttCbncrol Examiner • • • %DA'N°. 15-0603.13 Expiration Date: March 20, 2019 • ; • �p�rcr►�a� Date: Dctober 15, 2015 • • • • • • • • • • • :••••• • • • •• ••• • • • •• +• ••• • • •• •••• • • • •••• • •••• •••• •••• • •••• • •• • • • •••• • • • • • •• • • • • •• • •• • • • • • • • • • • •• • • • • •• • •••• • • • • • • • •• •••• •••• • •••• • • • •• • • • •••• •••• •••• • • • ••• • • •• • • • • • SERIES 600 ALUMINUM OUTSWING ENTRANCE DOOR SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES 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 REQUIRED. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. 1/8' HEAT STREN'D. GLASS 090" Interloyer Butocite PVB By 'Kuroroy Americo, Inc.' 1/8' HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GLASS TYPE 'G1'�'+ 1/8' TEMP. GLASS 5/16' AIR SPACE 1/8' HEAT STREN'D. GLASS .090' Interlayer Saflex Clear MO Color Glass By 'Eastman Chemicol Co.' 1/8' HEAT STREN'D. GLASS 3/16" HEAT STREN'O. GLASS .090' Interloyer Butocite PVB By 'Kuroray America, Inc.' 3/16" HEAT STREN'D. GLASS SIUCONE DOW CORNING 899 GLASS TYPE 'G2' SILICONE DOW CORNING 899 SETTING BLOCKS AT LAM. GLASS READ. FOR WIDTHS EXCEEDING 36" ONLY. NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS ST. STEEL METAL SPACER GLASS TYPE 'G3' SIUCONE SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. Engr: JAVAD AHMAO CIVIL FLA. PE If 70592 CAN. 3538 42015 PRODUC f REVISED r e.r*lag rIIY LYc F orHu kWiiag Cod* Aesepta.ce N• 1S-6NG S' 13 6epinli.. D.Ie,aII•62.7 Y•le% Wag/ Pore tAI*OI Control 4.9 z 0 Q� jC 0t v M 0 ao ccg •q abs 0 0 0 N o. U L 0 5 0 0 111 0 5 2 a lo 8 drowing no. W12-08 sheet 1 of 9 •• •• • •• •« • •• •• •• 5' HERO/SILL CORNERS 39 3/4" 1.4A3. FRAME WIDTH 12" MAX. HEAD SILL • • • • F 4• =i� , m • • • • • DOOR 0185. (AMINATED GLASS FRAME WIDTH /, I' 1 •__JI)k "6-'17—S / :1 / II 11 / _ • • • • • •-- h••• C _ ^i•J � • • 1 I • • • • • •• A • • •• • — • • • • • • • — ••• • 1••• j • n • /1 1✓ # I • I (•••%� \ __ iIIIx \ •••• \ 1 .sse •i1•?i 1\ I Oi • '/ •• • • ••• • Ill \ • 11 Al / �� n /yl rr \ s___ o' ACTIVE SURFACE APPLIED FALSE MUNTINS OR / DECORATIVE GRILL MAY BE USED 26 15/16" D.L. OPG. 37" MAX. ` LOCK OPTIONS /1 OR #2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION LEAF WIDTH (X) 11 12 DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR 0185. (AMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(+) INT.(-) 39-3/4' 37" 98' 70.0 75.0 76" MAX. FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3" 0.C. 5" MAX. HEAD/SILL CORNERS 12" MAX HEAD SILL FRAME HEIGHT 96 3/6" LEAF HEIGHT 86 7/8" —11�/ FRAME LEAF FRAME EXT.(+) ' _ ) --/l / / / _ ri-_ I O \ \ \ \ \ \ LOCK OPTIONS #1 OR #2 \ Ir(OPTION 2 SHrW SEE SHEET 7. FOR DESCRIPTI0�1 . // / / / / / / / / / O — — — —'-II 76" / ,__ / \ \ \ __— / �� n /yl rr \ s___ o' O ___ _[E7 YJ \ \ \ ; \ • 1 J V ACTIVE INACTIVE c\ SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY 8E USED 26 15/16" D.L. OPG. 26 15/18" D.L. OPG. 37" MAX. LEAF WIDTH DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRAME LEAF FRAME EXT.(+) — o J — — WIDTH WIOTH HEIGHT . 1 —INT.(-)-- 76" 3T 98' 1 70.0 75.0 GLASS D.L.O. DIMS D.L.O. HEIGHT = FRAME HEIGHT - 11.125" O.L.O. WIDTH (X DOORS) - FRAME WIDTH - 12.813" D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH - 22.125")/2 NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. T 5" MAX HEAD/SILL CORNERS 37 3/16" MAX. FRAME WIDTH 12" MAX. HEAD SILL SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 I 32 3/4" D.L. OPG. (0) STAND ALONE SINGLE SIDELITE SEE SHEET 3 FOR CAPACITY Engr: JAVAD AHMAD CML FLA PE # 70592 CAN. 3538 FRO MC 1' REVISED r m•d71•6 with Ow Florida Acceptance ItlialC''66°3•1_3 Sapinellan Dolt 31 eali,<t 1�Ir�l CoMral O n 0 0 /- 0 0 2 Ealr 02-13-12 3 5 drawing no. W12-08 sheet 2 of 9 I TESTED FRAME HEIGHT 87" — — o J — — ====,t /r ji .......-4_-'lr_JL ___moi-___ / ' G O SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5-DEC-219 I 32 3/4" D.L. OPG. (0) STAND ALONE SINGLE SIDELITE SEE SHEET 3 FOR CAPACITY Engr: JAVAD AHMAD CML FLA PE # 70592 CAN. 3538 FRO MC 1' REVISED r m•d71•6 with Ow Florida Acceptance ItlialC''66°3•1_3 Sapinellan Dolt 31 eali,<t 1�Ir�l CoMral O n 0 0 /- 0 0 2 Ealr 02-13-12 3 5 drawing no. W12-08 sheet 2 of 9 • ••r • ••• • • • ••• •• •• • • • DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDELITES SIDEUTE FRAME WIDTH SIDEUTE FRAME HEIGHT WITHOUT REINFORCING INCHES INCHES EXr.(+) INT.(-) 24 INCHES 70.0 75.0 30 EXT.(+) 70.0 75.0 36 82 70.0 75.0 37 30 70.0 75.0 42 70.0 61.7 66.1 24 70.0 70.0 75.0 30 4 DA 75.0 it 86,0' 75.0 75.0 - ••i 61.7 70.0 75.0 • 66.1 24 70.0 • • 91 . 70.0 • 75.0 • 30 92 69.8 69.8 • 36 • 036 i 64.1 64.1 • • * 1 !3% 63.3 ••i4 •• VI) 63.3.• 8 30 99:••S 57.8 57.8 ••it6 61.7 1• 53.1• W7 • 520• 52.4 • •• C •••• • • •• • • • • • • • • • DESIGN LOAD CAPACITY - PSF SIDELRES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDEUTE SIDEUTE WITHOUT WITH FRAME WIDTH FRAME HEIGHT REINFORCING REINFORCING INCHES INCHES EXT.(+) INT.(-) EXT.(+) INT.(-) 24 /\ 11 / 11 / 70.0 75.0 70.0 75.0 30 TESTED FRAME HEIGHT 87" 70.0 75.0 70.0 75.0 36 82 70.0 75.0 70.0 75.0 37 70.0 75.0 70.0 75.0 42 INACTIVE 61.7 86.1 81.7 66.1 24 70.0 75.0 70.0 75.0 30 70.0 75.0 70.0 75.0 • 036 86 70.0 75.0 70.0 75.0 3i 70.0 75.0 70.0 75.0 41 61.7 66.1 61.7 66.1 V 70.0 75.0 70.0 75.0 • • 92 69.8 69.8 70.0 75.0 64.1 64.1 70.0 75.0 36 •'.JA 63.3 63.3 70.0 75.0 • 63.3 63.3 70.0 75.0 30 98 57.8 57.8 70.0 75.0 • •19 53.1 53.1 70.0 75.0 • •37 52.4 52.4 70.0 75.0 • •• •• REINFORCING AS REOD. SEE CHART SINGLE SIDEUTE WIDTH SIDELITE WIDTH 39-3/4" MAX. (SINGLE) 76" MAX. (DOUBLE) DOOR FRAME WIDTH NOTE: FOR DOORS CAPACITIES SEE SHEET 2. FOR SIDELITE CAPACITIES SEE CHART ABOVE. LOWER VALUES FROM DOOR 012 SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS D.L.0 DIMS D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" m 5" MAX. HEAD/SILL CORNERS 148" MAX. TESTED FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3" 0.C. CLUSTER OF (4) ANCHORS AT HEAD/SILL 12" MAX. HEAD SILL SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED SIDEUTE FRAME WIDTH MAX. SEE CHART AT LEFT 26 15/16" D.L. OPG. 26 15/16" D.L OPG. 37' LEAF WIDTH 39 3/4" MAX. (SINGLE) 76" MAX. (DOUBLE) DOOR FRAME WIDTH (OXXO) 1 m 'ROME f REVISED in complying wilh Me F ail& h.MMn8 Code Antptarre C. Stpiroli•s ow 'S 'ZO i• •� giwFfisltFA.ltnC MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 S0. FT. PER FBC 2014 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engr JAVA° AHMAD CML . PE / 70592 AN. 3538 0420)5 U fl[SERIES 600 ALUM OUTSR1NG E 0 8 8 5 g 8 c D. drawing no. W12-08 sheet 3 of 9 11 . // �' // '/ /\ 11 / 11 / I\ \ \ \ \ "1/ x// n m / 3K OP�I06S OR/j2 1 S'i0W SHEET 7.1 DESCRIPTION \ \ 2 o / / \ /� 4) TESTED FRAME HEIGHT 87" - /i / 1 ./ _ 33 / 11 \ 11 \ 1 \--f \i 1 1 ii O _ // '/' // // \ \ \ \ cow/' n gl ks t \ LO R1 (OPT)ON SF�E6 / / I / �\ - g o 2.4 - - _ .7_, .7,.7._- /p A' /1/ ____ -----II * I 1 I i © / . .. INACTIVE �3,)/ ACTIVE '' SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED SIDEUTE FRAME WIDTH MAX. SEE CHART AT LEFT 26 15/16" D.L. OPG. 26 15/16" D.L OPG. 37' LEAF WIDTH 39 3/4" MAX. (SINGLE) 76" MAX. (DOUBLE) DOOR FRAME WIDTH (OXXO) 1 m 'ROME f REVISED in complying wilh Me F ail& h.MMn8 Code Antptarre C. Stpiroli•s ow 'S 'ZO i• •� giwFfisltFA.ltnC MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 S0. FT. PER FBC 2014 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 Engr JAVA° AHMAD CML . PE / 70592 AN. 3538 0420)5 U fl[SERIES 600 ALUM OUTSR1NG E 0 8 8 5 g 8 c D. drawing no. W12-08 sheet 3 of 9 9/16" MIN. THROW BOLT PENETRATION u$ • arf • • 111••• • • • ••••e • •••• • • • • • • • •• EDGE DIST TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING x Q •• 1/2" MIN. THROW BOLT PENETRATION •.0 • W• ••E•• • W • • •• • • • • •• •• • • • • • •• • • •• • • • • 400 ••• • • •••• r --i • • • • • •••• • •• • 0000 ••• ••• •••• • •••• •• • • • • Y GLAZING OPTIONS SEE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING EDGE DIST. PROPERLY SECURED 1BY WOOD BUCK EDGE DIST. 5 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 2BY W000 BUCK OR WOOD STRUCTURE SEE NOTE SHEET 1 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy-155 KSI) INTO 2BY W000 BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 114 SMS OR SELF DRILLING SCREWS (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-T5 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. WOOD AT HEAD OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS re - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 P51 MIN. METAL STRUCTURE 0 trc TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING MIAMI—DADE COUNTY APPROVED, CUPPED MULLION I SEE SEPARATE N Engr: JAVAD NAIAD CML F PE / 70592 i538 0 4 ZUi'J TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING PRODuc r REVISED x e••plyle• will. the Fled& D•'dlen Cede Amylase* No 15-0604•13 Fap alis Deft oklaejIq. DOOR DETAILS a • 0 a 8 2 dot. 02-13-12 drawing no. W12-08 sheet 4 of 9 ) • • • • • • 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING S METAL STRUCTURE SEE SPEC SHEET 4 1 /4" MAX. • SHIM TYPICAL ANCHORS SEE ELEV."'• FOR SPACING \ ' • • • • • • • • • • f • • CONCEALED FLUSH BOLTS Cl) LEVERS AT STILE FACE1 1/4" MAX. SHIM 1; 28 , • .i.,,I, ...,, 1 iY r 1 i r ®® EXTERIOR D.L.O. 37" MAX. LEAF WIDTH 39 3/4" MAX. SINGLE DOOR FRAME WIDTH CONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OFSTILE 1BY WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING LOCK OPTIONS /1 OR /2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION CONCEALED FLUSH BOLTS LEVERS AT STILE FACE 1/4" MAX. SHIM OR26Y WOOD 8 �K W000 STR URE EE NOTE HEET 1 L • • f •,•, • •• • • •• t • •• • s • •••• .. • • • • • EXTERIOR • LEAF WIDTH •••• • • •••• 2 POINT LOCK ASSEMBLY 78" MAX. DOUBLE DOOR FRAME WIDTH 4 POINT LOCK ASSEMBLY INACTIVE LEAF ACTIVE LEAF 28 , iY DOOR DETAILS En9r: JAVAD AHM40 CML FLA PE / 70592 A.N. 3538 2015 TYPICAL ANCHORS SEE ELEV. FOR SPACING PRODUC f REVISED as eo.Plyles wMM Me Flnrl/k !wanes/it Amps*. N. IS- O163•I Eepkslles Dete_11.o__l l4" a a a 0 (3 o J 8 ...1 N h to m mo W n } uJ l. En , m tor` 3 ,,,n H O o13 FA i 0 m Z - 31 3 6 . 0 'V W Om k c drawing no. W12-08 sheet 5 Ol 9) • • • • •• ••• ••• • • •i ••• • • •• •, ••• • • • • • • • • •••••• TYPICAL ANCHORS SEE ELEVATIONS EDGE DIST. ONS I SEE ELEVATIONS FOR SPACING 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING w METAL STRUCTURE SEE SPEC SHEET 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR D.L.O. 42"AT 86" HT. 37" AT 98" HT. 1/4" MAX. SHIM MAX. SINGLE SIDELITE WIDTH #12 SMS AT 5" FROM ENDS AND 11" O.C. MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING (016. 0 U O ZJ 0 PRODUC f REVISED cwrpttfet wlI 1!t Fier d 4Wdi•s Cods Acceptance No IS -0 L• %. I EydnawDef q s�zet� REINFORCING 11•11014._\•< •-•<\<- AS RECO. CiCrtt>d SEE SHEET 3 O.L.O. EXTERIOR SIDEUTE WIDTH MAX. UNIT FRAME WIDTH 39 3/4" (SINGLE) 76" (DOUBLE) MAX. DOOR FRAME WIDTH SIDELITE DETAILS Engr: JAVAD AKIN) CML FLA. PE 9 70592 CAN. 3538 tnQ 2015 � J a 0) e • .4 5 S 2 a drawing no. W12-08 sheet 6 of 9j EDGE DIST.. 4. n ® a 4 \73i 2 • • ti •• .a ••O• • • • GLAZING OP' SEE SHEET W• • • • tY a • k • • W • •• • • • •• •• • • • • •• • •• • • • • •• • • • •• • •••• ••• ••• •••• • •••• • • 'pp • •• • • •••• • • •••• © 22 EDGE DIST. ONS I SEE ELEVATIONS FOR SPACING 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING w METAL STRUCTURE SEE SPEC SHEET 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR D.L.O. 42"AT 86" HT. 37" AT 98" HT. 1/4" MAX. SHIM MAX. SINGLE SIDELITE WIDTH #12 SMS AT 5" FROM ENDS AND 11" O.C. MAX. TYPICAL ANCHORS SEE ELEV. FOR SPACING (016. 0 U O ZJ 0 PRODUC f REVISED cwrpttfet wlI 1!t Fier d 4Wdi•s Cods Acceptance No IS -0 L• %. I EydnawDef q s�zet� REINFORCING 11•11014._\•< •-•<\<- AS RECO. CiCrtt>d SEE SHEET 3 O.L.O. EXTERIOR SIDEUTE WIDTH MAX. UNIT FRAME WIDTH 39 3/4" (SINGLE) 76" (DOUBLE) MAX. DOOR FRAME WIDTH SIDELITE DETAILS Engr: JAVAD AKIN) CML FLA. PE 9 70592 CAN. 3538 tnQ 2015 � J a 0) e • .4 5 S 2 a drawing no. W12-08 sheet 6 of 9j • •• • •• • • •• •• • • •• • •• • • •••• • • • • • • • •••• ••• • • • •• • • • • • ••• • • • • • • • • ••• • •• •• •• • • • • • ••• • •• • ••• •• • •••• • • • • • • • •• •••• ••• • • ••• • •• • • • •••• • •• • • • ••• •••• • • • • •••• ITEM N PART Y REND. DESCRIPTION MATERIAL MA1F./SUPPLIER/REMARKS 1 E601 - DOOR FRAME HEAD/SILL 6063-T6 - 2 E602 - FRAME COVER 6063-T6 - 3 E603 - DOOR FRAME JAMB 6063-T6 - 4 E604 - SIDELITE TOP & BOTTOM FRAME 6063-T6 - 4A E626 - SIDELITE 9" BOTTOM FRAME 6063-06 - 5 E605 - SIDELITE FRAME JAMB 6063-06 - E606 - SIDELITE SLIP ON JAMB 6063-T6 - (607 LEAF TOP & BOTTOM RAIL 6063-T6 7A E625 - LEAF 9" BOTTOM RAIL 6063-06 - 8 E608 - LEAF W'STRIP ADAPTER 6063-16 - 9 E609 - LEAF HINGE STILE 6063-16 - 10 E610 - LEAF LOCK S11LE 6063-T6 - 11 E611 - LEAF ASTRAGAL STILE 6063-16 - E612 - LEAF ALIGNMENT BRACKET 6063-16 - E613 LEAF CLAMP 6063-76 4-1/4" LONG (613 - HINGE BACK-UP PLATE 6063-78 12" LONG (614 GLAZING BEAD (5/16' LAM. GLASS) 6063-T6 E109 - GLAZING BEAD (7/16" LAN. CLASS) 6063-T8 - (615 GLAZING BEAD (INSIII. GLASS) 6063-76 16 (616 - SNAP COVER 6063-T6 - 17 E613 - BOLT SUPPORT 6063-16 NOT SHOWN 18 - AS REOO. SIDELITE MULLION REINFORCING 6063-16 - 19 FO -107 3/ LEAF BUTT HINGES ALUMINUM SULLNAN & ASSOC. 20 FB1202 - FLUSH BOLT LEVER - SULLIVAN & ASSOC. 21 FBR914SS - CONCEALED FLUSH BOLT ROD ST STEEL SULUVAN & ASSOC. 22 112 SMS AS REOD. FRAME ASSEMBLY SCREWS - - 23 112 X 3/4" - HINGE INSTALLATION FASTENERS - FH SMS 24 - - 3/8" DIA. THREADED ROD STEEL - 25 W11323 - PILE W'STRIPPING WOOL ULTRAFAB 26 E20618 -KN -3020 - BULB W'STRIPPING SANTOPRENE EPDM 27 E206 - GLAZING BEAD BULB SANTOPRENE ULTRAFAB 28 - - GLASS SPACER SIUCONE FRANK LOWE RUBBER CO. 29 E622 - FLUSH BOLT CUP NYLON - 30 DLOIRC - BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 0101W0 - WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 110 X 3/4" 2/ ADAPTER FH SELF DRILLING SCREWS - - 34 - 2/ UTE SETTING BLOCK, 1/4" X 1/2" X 4" LONG EPDM AT 6" FROM EACH END, DUROMETER 80±5 35 - 2/ 117E SETTING BLOCK, 1/4" X 3/4" X 4" LONG EPDM AT 6" FROM EACH END, DUROME1ER 50±5 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SCHNEE MOREHEAD JM5504 SEALANT. SEALED WITH Engr: JAVAD NAIAD CML 3 FLAC . PE / 53870592 42015 PRODUc r REVISED e0Mplllns wIM Ike Ronde Mulles Cods Aa696U4' NelS-914'f3 Mirinliw Dem %pa `ll eq �c 4 •`i..,.1]� WM/ Itsie "(redact Ceatrol re 4,..L/ c o 9 E M g � " 8 p 0 5 s drawing no. W12-08 sheet 7 of g ) • LOCKS: OPTION /1• AgTIVE LEAF. 4 POINT LOCK ASSEMBLY DL01-6007 8Y 'INTERLOCK USA INC.' (2) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE 1/2" DIA. THROW BOLT (1) AT TOP ENGAGING FRAME HEAD AND (1) AT BOTOOM ENGAGING FRAME SILL THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS LOCK HANDLE LOCATED AT 42-1/2" FROM BOTTOM IMAGINE LEAF. 2 POINT LOCK ASSEMBLY 8Y 'INTERLOCK USA INC.' 1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME HEAD AND FRAME SILL THROW BOLTS ATTACHED TO LOCK 8Y 3/8" CONNECTING RODS LOCK LOCATED AT 42-1/2" FROM BOTTOM • . 1 • • • • • • • . ACIE1 • • • • • • • • •• • • • • • •• • • • •• • • • .•.. •••• • • •.•. IIINGES: •••• • • • • • • • ••• • • • • 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE PART #FD -107 BY SULLNAN & 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" 0.C. MAX) HINGES FASTENED WITH /10 X 1" FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB OPTION 82• ACTIVE LEAF. CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SUWVAN & ASSOC.' 1/2" X 2" THROW DOLTS 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) 18-32 X 1/2" FH MS INACTIVE LEAF. CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) {8-32 X 1/2" EH MS ACTIVE H / / / / / / \ \ \ \ \ \ \ \ \ \ \ \ i / ` / / / / / K / / / / / / / , -/r % •\ •• • T • • \ • • \ • • • •• •\ . I' NE ACTIVE •••• • • • • • • • ••• • • • • 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE PART #FD -107 BY SULLNAN & 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" 0.C. MAX) HINGES FASTENED WITH /10 X 1" FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB OPTION 82• ACTIVE LEAF. CONVENTIONAL DOOR LOCKSET WITH HANDLE DELTA 690 BY 'KWIKSET' LOCATED AT 39-1/4" FROM BOTTOM KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR THROW BOLT LOCATED AT 44-3/4" FROM BOTTOM CONCEALED FLUSH BOLTS BY 'SUWVAN & ASSOC.' 1/2" X 2" THROW DOLTS 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) 18-32 X 1/2" FH MS INACTIVE LEAF. CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) {8-32 X 1/2" EH MS ACTIVE PRODUC F REVISED onepI In` wIU e.e Florida WWI mg Code 1tiplivilma i Dm* -_Lc3• I; Melt** li•isceeCwNd 14 z J K 0 W -J -J 1 Dc < O 01 co o ori .74 c • - z zo W rn� 8. 0 g 9 S 0 n X drowing no. W12-08 sheet 7.1of 9) / / / / / / \ \ \ \ \ it \ \ \ \ \ \ / / / / / ACTNE INACTIVE PRODUC F REVISED onepI In` wIU e.e Florida WWI mg Code 1tiplivilma i Dm* -_Lc3• I; Melt** li•isceeCwNd 14 z J K 0 W -J -J 1 Dc < O 01 co o ori .74 c • - z zo W rn� 8. 0 g 9 S 0 n X drowing no. W12-08 sheet 7.1of 9) . :• .. • •• .• . .• •• . • •• --1.750 -1 i j^-.519 1 + -`{ f^-.394 II + -1 j^-.13003 Iif, 4 u 1 \ 1" - 4.000 re I .078 .803 p45 .803 - .050 .803 .045 .625Iiii n .J AL-FAROOQ CORPORATION ENGINEERS 8, PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 264-8100 FAX. (306) 262-6978 14-- 2.062 -I 5 4.031 .078 - 4.750 ( I t -^i 1.047 F� 4 GLAZING BEAD 5/16' GLASS I I r -^i 1.047 F4- 14 GLAZING BEAD 7/16' GLASS 1 L.- I -4.1 1.172 I� is GLAZING BEAD INSUL. GLASS O DOOR FRAME HEAD/SILL 1.5071 a.000 4.000 1s07-4 0 LEAF TOP/BOTTOM RAIL 3.719 4--.078 1.625 4.719 .078 4.761 .078 1.750 _7 1.507 11 8.250 1.500�{I [SERIES 600 ALUM OUTSWING ENTRANCE DOOR (LM.I.)1 ECO WINDOW SYSTEMS, LLC. 9114 N.W. 106 STREET MEDLEY, FL. 33178 TEL (305) 885-5299 FAX (305) 885-5902 �j. I 7.531 312 4.000 -I o62 6 LEAF W'STRIP ADAPTER PRouvc 1' REVISED r eo[Waling OM* with Ike fkrida alifl9 OM AeccpWce Nq�:Adaig, 1541reliee Ode (91) LEAF HINGE STILE II - 1.507 -moi 1.750- 5.344 '12.11.1 4.000 ilG94 •••• • .. TOP & BOTTOM FRAME• 1.750 afaai fMM Coaled0318ELITE I {.41.751 - 0 .312 1r1 .442 � ••• • . 3290 2. 1 1 1 9 6 1.507 1_1.078 7A 9" BOTTOM RAIL 12 1.564 _ . • . >� - A� .078 • •. 10 • • • •>��Z • • LEAF LOCK STILE 1.5071 LEAF ALIGNMENT BRACKET �•{.75r , • �. • • • • • • • N1 NO CHANCE 1N6 SHEET NO CHANGE THIS SHEET II d .281 Z-2.0, FRAM;,COVFf2 • •. • 5.344 ,078 -1 1.574 LEAF 375 125 CLAMP 3.781 • • • • • .078 •. • 40 ----i, • .+�c • p 1,507 Y3.719 1.750 2.081 .154- L �. •• . • • • • �., ••• is SNRP.iclviR LEAF 4.000 ASTRAGAL STILE n HINGE BACK-UP PLATE 6.z6, 9000 1 1.250 F^- e-•719 18 SIDELITE MULLION REINFORCING N v S o 8 r1.500-.1 I -.1 -.625 1.500 '"-.719 2 < .. f .078b a 7d 0 _ •e "�' $ may. .__. ^ j. - 11 1.625 4.168 Engl.: JAVAO AN CML Fl.AC' PE 70592 AN. 38 4.000 .078-v e- 2.097 4.000 �,� 14.000 1.507 I ,078 \ , �I• 2� 0 �drawingo no.J p W12-08 -moi 4A L"J DOOR FRAME JAMB \"J SIDELITE FRAME JAMB SIDELITE 9" BOTTOM FRAME (-5) SIDELITE SLIP ON JAMB (sheet 8 of 9 ) • •• • •• • • •• • •• • •• • •• • • DOOR FRAME CORNER • •• • • • • •••• r•c• • • 1••• • • • • • • • • • •• • • • • • 1••• 1••• • • c 1••• • •• • • • • •• •• • • • • •• • •••• • • • • • • •• ••• • •••• • • •• • • • • • • • . • • • • •••• • • • J FAF CORNER /41•Lj Z h OF 2a o cdo OG02 oaQQ8 0 U. SIDELITE FRAME CORNER SIDELITE MULLION SLIP ON JAMB CORNER Engr: JAVAD Mi'MAD ML FLA. F 1 70592 CA, V. 538 2015 PRODUC r REVISED eato.plrL•with the Florida Issidleg Cale Aeaeyllee*Ne t 6lr3:I 11401.11.611.10 1 41� lsa., j taelR114AliDerCeord s 8 r. oc 8 8 drawing no. W12-08 sheet 9 of 9 DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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. DESCRIPTIONte-Fier-"Eco-Guard-500"•Outawing 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 E dated 06/23/15, 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 MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamid ade.gov/economy MISSILE IMPACT RATINGr LargResistant- LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 JOA.sht11•be•proyicied 19 the user by the manufacturer or its distributors and shall be available for inspectionattlad jdb lit4 tne request of the Building Official. This NOA revises and renews NOA 11Q.•14 -.60.$0M7• georriss of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was revigwei1.14y Ma:puettgrez, P, E. • MIAMI•DADE COUNTY APPROVED •. ••. . •..• • •. .• • • . •. •. • .• .• .•.• .• •. •. .. . •. • . .6 • • • • • 6/•••1• . • . ••. • • • • . . . . . • • . • ••. • . . . . • . • . • • ...•.. . ...• ••• • • • ••• • • NOA No. 15-0406.10 Expiration Date: May 19, 2021 Approval Date: July 02, 2015 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA No. 11-0309.06) 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 E dated 06/23/15, 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 2411 3.2.1, 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-10-3150 and HETI-10-3151, dated 12/29/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.06) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), prepared by Al-Farooq Corporation, dated 03/17/15 and 06/23/15, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Kuraray Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. .. ... . . . . . .. . • . . . .. .. . . . ... . .. ... • .. . . • .. . • . . ... •. • . . . • . • • • . . . . . • . •.. . . • . .. . . .. • . .. • . .E. -J. ... . . • . . . . • • , • . . . • . . . . . • .. .. . . . .. .. ... . . . ... . . a rez,P.E. Product C intro Examiner NOA No. 15-0406.10 Expiration Date: May 19, 2021 Approval Date: July 02, 2015 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5t'' Edition (2014), and of no financial interest, dated March 17, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letter for Test Reports No. HETI-10-3150 and HETI-10-3151, issued by Hurricane Engineering and Testing, Inc., dated 12/29/10, all signed and sealed by Candido F. Font, P.E. (Submitted under NOA No. 11-0309.06) G. OTHERS 1. Notice of Acceptance No. 13-0206.07, issued to Eco Window Systems, LLC for their Series "Eco -Guard 500" Outswing Aluminum Casement Window L.M.I., approved on 05/02/13 and expiring on 05/19/16. •. ••.. • • • • •. • • . • . •. .•• •. • . • .. • .•. • ••• • . • • • . . . . . . . • • . . • . . . . . •• • • • • • •. . . . .. • • . • . • • •. . • • •. . ••• • •Er% ••• • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • Manuel P e , . E. Product Contro Ex iner NOA No. 15-0406.10 Expiration Date: May 19, 2021 Approval Date: July 02, 2015 ECO—GUARD SERIES -500 ALUMINUM OUTSWING CASEMENT WINDOW APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE COMBINATIONS OF CASMT/CASMT OR CASEMENT WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS, 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. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON-COMPRESSIBLE. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS 2F TIV•FLORIDA BUILDING CODE. • • • • • •••• • •• ••ITAL. • • • • HLSE WINDOWS ARE RATED FOR TARGE a SMALL MISSILE IMPACT. • c II1I ETERSAI 1!TS nOUIREO. • • • • • • • • • • • • •• • • • • •• •• •• • • • •• • •••• • • • • • • • • •• •••• • • • • • • z • •• • • • •••• • • •• • • 1/81; ll STREN'D. GIA$S• • • • • eD9041 Interlayer DuPont Butocite PVB 8y 'Kuraroy Americo, Inc.' 1/8" HEAT STREN'0. GLASS SILICONE DOW CORNING 899 �--""--" GLASS TYPE 1/8" TEMP. GLASS -3/8" AIR SPACE 1/8" HEAT 5TREN'D. GLASS .090" Interlayer DuPont Butocite PVB By 'Kurarcy America, Inc.' 1/8" HEAT 50906 0. CLASS MAXIMUM DESIGN LOAD RATING --;-_+-70,0' PSF (FOR SIZES SHOWN OR SMALLER) r75,0; PSF SILICONE DOW CORNING 899 GLASS TYPE 'AA' AT 1/4 POINTS ALL SIZES SETTING BLOCKS AT INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS GLAZING OPTIONS 37" FALSE MUNTINS (SURFACE APPLIED) MAY BE USED WINDOW WIDTH 35" VENT WIDTH 29 3/8" D.L. OPC. C?) 1 I 1 0 \4 1 12" MAX. HEAD SILL TYPICAL El EVATIOJJ 3/16" HEAT STREN'D. CLASS .090" Interloyer PRODUCT REVISED DuPont Butocite PVB es complying with the Florida By 'Kuroray America. Inc.' Building Code Acceptance No 3/16" HEAT 50909 D. GLASS - • halon Date 7" MAX. HEAD/SILL CORNERS SILICONE DOW CORNING 899 GLASS TYPE 'B' 6 POINT LOCK LOCKING POINTS SEE CHART WOW. HEIGHT UPTO 26' 38-3/8" N0. OF KEEPERS AT SASH 2 3 50-5/8" 63' 4 5 0 76' OCA. -10 0 9/Zoe d. By ��i..". :! r ode Product coats. NO ". GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCAO5—DEC-219 Engr. JAVAD AHMAO CML FIA. PE # 70592 C.A.N.I 3538 JUI4232015 0 a n V00000 A g 1 1 drawing no. W11-05 sheet 1 of 6__) • • • • • • • • EOGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 BY WOOD BUCK .—Q O EDGE DIST. METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING • •• • [ MIAMI-DADE COUNTY APPROVED 1 MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST l J TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL—ANCHORS: SFE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. •••••• - MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 1/4"DIA. ULTRACON BY 'ELCO' (Fu=177 KSI- Fya155 001) L AND TRANSFER THEM TO THE BUILDING STRUCTURE. INTO 28Y WOOD BUCKS OR WOOD -STRUCTURES - 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) 114 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) M12 SMS OR SELF DRILLING SCREW$ (GRADE 2 cas) INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) 18.1 WOOD SUCK 44 . •- • G TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. EDGE DIST. TYPICAL EDGF DISTANCF INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE - 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS I'm - 2000 PSI MIN. PRODUCT REVISED ! as complying with the Florida 1`iPICAI ANCHORS SEE ELEV. Building Codo CcceptPotco N, •xploit! Date«« FOR SPACING 7 Niaml r of 4 ado Produc Co X6.20 Engr: JAVAD AHMAD CML FLA. PE / 70592 CJCN. 3538 N 232015 COMP-ANL\W11-05ECO z U 0 n v NO CHANCE 1NIS SHEET 6 1 i 6 0 v V! c OD •Y p drowing no. W11-05 sheet 2 of 6 • • • • • • • • • 1/4" MAX SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE CO 1) cD O 0 1111P LW -SCREEN OPT. 401141MIZ Ergv,-1 — I illilli - 0 • •• • • • • • • • EXTERIOR D.L. OPG. /4' MAX. SHIMS 185 WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACINC arm VENT WIDTH WINDOW WIDTH • • •• • • •••• ,• • • • • •• • • • • •• •• • • • • • • •• a • 1•••• • •• 1 • • • • a••• • 6 •••• • • • • • • • • • • • • • •• •• • • •••• • • •••• • • • MIAMI-OADE COUNTY SEE APPROEPARVED AMULLIONTENOA S TYPICAL ANCHORS SEETYELEV. FOR SPACING WINDOW WIDTH WINDOW WIOTH PasRODUCT wlopREVISED lylnp whh II• I t itdp BailJlnp Oodc _04o6.�0 Aco plane No BX GntionDetc •J_ -t L fee" - BY ✓/.. .. /�• FL.9imn' ode Product Con rnl 4 1/4" MAX. SHIM 285 WOOD BUC ,R app STRU URE II wo f 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING Engr: JAVAO AHMAD CML FLA PE Y 70592 C . N. 3538 J . 3 205 Z r g a O 0 21 r2, O • 00 m Dagom Q$ g y O•0 A Q W LL W O . IL Z_b Pose .:18'41 M t COMP-ANI\Wtt -05EC0 0 n g LY 0 3 NO CHANCE THIS SHEET d 0 4, 4, 0 0 0 0 drawing no. W11-05 sheet 3 of 6 • EDGE DIST. TYPICAL ANCHORS ISEE ELEV. FOR SPACING tat ALT. • •• • • • • •••• • • • • • • • • • • • a • • a•••• • • •• • • • • • • • • • • • • • • •• • • • • •• •• • • • • • •• • • •• • • • •••• •••• • • •••• TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. •• •• • • •••• • • •••• • • •• • • • • • LEDGE DIST. EDGE DIST. METAL STRUCTURE TYPICAL ANCHORS SEE ELEV.- FOR SPACING L� MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE DIST. TYPICAL ANCHORS SEE ELEV.- FOR SPACING 1/4' MAX SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING a ALT. PRODUCT REVISED u complying with tho Florida �1 Building Code _O4-o6.4o Acceptance No _ pradon Dax /eoz.f. ati do Pc uct Con rol INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr. JAVA0 MAiI� 0 CIVIL FLA. PE 70592 C.A.R. 3538 in 232015 a U L_. 3 w 0 0 � rc sa O 6 ` v UPDATED TO 2014 FEC NO CHANGE THIS SHEET D drowing no. W11 -05i sheet 4 of 6 • • • • • • • • • • 0 FRAME HEAD/SILL/JAMB 15 FLUSH FRAME ADAPTER • • • • • • • • • •• I .519 803 { 'I • • • • •• • • • •-•• • • ••i • • • • • • • • • •• • • • •••• • •• • • • • • • • • • • • • • • • •• •• •• • • • • • • •• •• • •••• • • • • • • • • •• •••• • a•••• • • • • •I•••• • •• • • • • •••• • •• • • • • •••• • • • • •••• PRODUCT REVISED as complying with tho Florida Building Code 5— 04.06/10 O Acceptance No ` 1 Ration Dam �'y!. Izers By n, Product Co FRAME CORNER Engr. JAVAD ANMAD CML FLA. PE # 70592 C.A.N. . 38 JU 22015 z 0 ; o O c ad g a&>2 8 o o. < o LL Z N o J�Mfn ��yy Q W '1 fF 0 V z 8 0 s A ANUF. ADDRESS REV. NO CHANGE THIS SHEET 0 v 3 • • • drowing no. W11-05 (sheet 6 of 6 M1AM I•DiADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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: SeriesEco-Guard 300" Aluminum Fixed Window,L.M.I.- APPROVAL DOCUMENT: 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 D dated 07/08/15, 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.5mall 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 .ntireNOA shall be provided to the user by the manufacturer or its distributors and shall be availablq for insieotion of the iob sireat the request of the Building Official. This NOA revises NOA# 14-0317'.Q3 ant gbrviis page 1 and evidence pages E-1 and E-2, as well as approval document mentioned alleve. • • • • • • • • • • The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (186) 315-2590 F (786) 315-2599 www.miamid ade.Eov/economy MIAMI-DADE COUNTY APPROVED • • • • � • • ••• - • • •• • • • • • •• • • •• • • • • • •• • • • • • •• • •• • • 15• • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • 0•• • • • 0•• • • NOA No. 15-0715.10 Expiration Date: June 17, 2019 Approval Date: September 03, 2015 Page 1 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0413.08) 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 D dated 07/08/15, 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 97 1/4" wide x 96 1/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and sealed by Candido F. 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 97 1/4" wide x 96 1/8" high Eco -Guard series 300 aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2192B, 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 sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) 4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco -Guards 300 aluminum circular arch top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2193B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NDA#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 dia ram of a 47 5/8" wide x 96" high Eco -Guard series 300 aluminum triangular tog fkcd wr rdovr, j fepared by Hurricane Engineering & Testing Inc., Test Report No, PIETI. 239141ated 01/15/09, signed and sealed b Candido F. Font, P.E. (S+ubmi1ted under NOA'#lig 0413.08) • •.• • ••. • • • • i • • • • • • • • • • • • • • • • • •• . • . • • •. • • • •• • • • • • • • •• • , • • •• • E-1 ••• • • • • ••• • • • • 4 • • • • • • ••• • • • • • • • • • • • • •• •• • • • • •• ••• • • • ••• • Manuel Pei r ,1' E. Product Control Eksiber MOA No. 15-0715.10 Expiration Date: June 17, 2019 Approval Date: September 03, 2015 Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 6. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with installation diagram of a 50 5/8" wide x 63 1/4" high Eco -Guard series 300 aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No. HETI-08-2195A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0413.08) C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 07/08/15, prepared by A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated July 8, 2015, issued by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 14-0317.03, issued to Eco Window Systems, LLC for their Series "Eco -Guard 300" Aluminum Fixed Window — L.M.I., approved on 04/10/14 and expiring on 06/17/19. •• ••• • • • • • •• • • • • • • • • • •• ••• •• • • • •• Manue Pe E. • •• •• •• • • • • • i Product Controliu3' er • • • 4 • • • • • • ••• • •• • ••• •• •• ••••• •• •• NOA No. 15-0715.10 •• • • • • • •' • • •• • Expiration Date: June 17, 2019 • • •• • Approval Date: September 03, 2015 E-2 ••• • • • • ••• • • r • • • • 1 • • • • • ••• • • • • • • • • • • • • • • •• •• • • • •• •• ••• • • • ••• • • 1.813 1.000 .1.6081 2.750 FRAME HEAD/SILL/JAMB .875 O FLUSH FRAME ADAPTER -^i .750 r_ .811-3 BILL —1781-03 .050- - GLAZING BEAD 1-1.070-1 I1 Q� t .375 .050 J —� ANCHOR COVER ECO—GUejRD 68�2IES-300 •• F• AI•4UMINUM•f'1r)EED WINDOW••• • DESIGN LOAD RATINGS•FOR THESE•WINDOWS TO BE AS PER • • • •CiARTS SHOtoll SFIEETS 2. • • • • APPROVAL APPLIhS TO SINGLE itigi Q% :IDE BY SIDE • • • COMBINATIONS OF FIX..//FIX. OR FIXED WITH OTHER • • •I11NA-DADS Q N APPROVED pLES OF �YLLTQO �01%, N BETWEEN.FP *ORE WINDOWS USING • •LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL • • •BILI APPLY jd £FiTIRI SYSTEM.• • • • • • • • • •1914 PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE • REQUIREMENTS CPI THE FLORIDA BIIIIIOINO CODE INCLUDING HIGH VELOCITY ••• FlU�RICANE ZYNE (H•• VHZ). • �•••••• • WOOD BUCKS•BY•OTHEII6. MUST BE ANCHORED PROPERLY TO TRANSFER • LOADS TO THE 161ROOTURE. • • • • • • •SHORS SHALE' &G O USTED, SPADED AS. MISHOWN ON DETAILS, ANCHORS EMBEDMENT TO BASE!MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LU111)1IG CONOITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BLDG. CODE. FALSE (SURFACE MUNTINS APPUEO) 0.L. OPG. OPTIONAL 3 (- P — II b ^ _3 J 0 _ _ ----m — I EL---- tx_xt-___- ./ tr rtr I F--- _ ' 1 I 1 aL 12" MAX. HEAD/SILL HEAD/SILL CORNERS 6" MAX. TYPICAL ELEVATION GLASS D.L.O. DIMS D.L.O. HEIGHT = WINDOW HEIGHT - 3.625' D.L.O. WIDTH WINDOW WIDTH - 3.625" THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. ISHUTTERS ARE NOT REQUIRED. Engr: JAM AH1WD CML FIA. PE 70592 C.A.N. i 38 10 2015 4 0 4 N PRODUCE REVISED as complying with the Florida Building Code Acceptance No 15 -0 1 .10 Ea, nation Date )m.AY 21011 Miami lade , 1.) J o. • U o m J j N � i LYJ ooma 3 CONT m 00 n _,1 Z §. o U:BJ� W g n 1n 0 13 4 g 0 0 g 0 2 1 t drawing no.? W09-20 sheet 1 of 5 li V m DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSF 3/16' ANN. CLASS 3/16' HEAT SIREN'S. GLASS WINDOW DIMS. GLASS TYPE "C' GLASS TYPE 'D' WINDOW DIMS. CLASS TYPE 'C' CLASS TYPE 'D' Interbyer Interlayer WIDTH (W) LENGTH (L) EXT.(+) _1M.(-) EXT.(+) 1NT.(-) WIDTH (W) LENGTH (L.) EXT.(+) INT.(-) EXT.(+) INT.(-) AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 284.8100 FAX (305) 262-6978 ( COMP-ANL\W09 .090' .090' Butacite PVB SantryGlas 24' - 75.0 80.0 - =80.0 90.0 26-1/2' 75.0 80.0 80.0 90.0 By 'Kuraray Americo, Inc.' By 'Kuroray America, Inc.' 30' 75.0 80.0 80.0 90.0 37'26' 75.0 80.0 80.0 90.0 3/16' ANN. GLASS 3/16' HEAT SIREN'S. GLASS 36' 75.0 80.0 80.0 90.0 53-1/8' 75.0 80.0 80.0 90.0 42'75A 80.0 80.0 90.0 74" 75.0 80.0 80.0 90.0 SIUCONE DOW CORNING 899 SILICONE DOW CORNING 48' 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 GE SCS 2000 899 �+ GE SCS 2000 54' 75.0 80.0 80.0 90.0 37'38-3/8. 75.0 80.0 80.0 90.0 i m T i m , III 60' 75.0 80.0 B0.0 90.0 53-1/8' 75.0 B00 80.0 90.0 I 68" 75.0 80.0 80.0 90.0 74" 75.0 80.0 80.0 90.0 111 I72'76.080.0 80.090.026-1/2"75.080.090.090.0 All © AT 1/4 POINTS ' AT 1/4 POIMS 24' 75A 80.080.0 90.0 37' 50-5/8'II`I 75.0 60.0 60.0 90.0 't ■■ lilt O ON LRES WIDER ''IIly11 v O ON UTES WIDER 30' 75.0 80.0 80.0 90.0 53-1/8" 71.3 76.0 80.0 900 _ 'ITHAN 36' ONLY '(t■II _ �I- TIWI 36' ONLY 36" 75A 80.0 80.0 90.0 74' 71.3 73.1 80.0 90.0 Turhozs"'ITIW1Y Imprim:riiIM IR 42' �. 75.0 80.0 80.0 90.0 28-1/2' 75.0 80.0 80.0 90.0 LI �, v 75.0 80.0 90.0 7" 63" /8 X 1-1/4" SMS /8 X 1-1/4" SMS S4' 75.0 80.0 80.0 90.0 53.0 31/8' 67.9 72.5 80.0 90.0 r ) AT 3-1/2" FROM ENDS /60' AT 3-1/2" FROM ENDS 75.0 80.0 80.0 90.0 26-1/2" 75.0 80.0 80.0 90.0 [ECO -GUARD SERIES -300 ALUM FIXED WOW. (LAID.) ECO WINDOW SYSTEMS. LLC. 9114 N.W. 106 STREET I MEDLEY, FL. 33178 TEL. (305) 885-5299 FAX (305) 885-5902 • AND 10' O.C. MAX. AND 10" O.C. MAX. 66' 75.0 80.0 80.0 90.0 37" 76" 75.0 80.0 80.0 90.0 GLASS TYPE GLASS TYPE 'D' 72" 75.0 76.6 80.0 90.0 53-1/8" 67.9 69.9 80.0 90.0 24" 75.0 80.0 60.0 90.0 GLAZING OPTIONS 30' 75.0 80.0 80.0 90.0 36" 75.0 80.0 80.0 90.0 W 42'60. 75.0 80.0 80.0 90.0 48' 75.0 80.0 80.0 90.0 54" 66.8 71.3 80.0 90.0 60" 60.2 64.2 80.0 90.0 L 68' 60.2 64.2 80.0 90.0 'A W. WIDTH 72' 60.2 64.2 'J '% WINDOW WIDTH WINDOW WIDTH 80.0 90.0 I I I- -I 24' 75.0 60.0 80.0 90.0 Ir 30' 75.0 80.0 80.0 90.0 ; 36' 76.0 80.0 60.0 90.042" 72" 75.0 80.0 80.0 90.0 � 48" 75.0 78.6 80.0 90.0•:• ,ate u H '& lo ig 0 •?. A S i 3 0• 3 i g r • 3 I .'coo f 54' 66.8 71.3 80.0 90.0 WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED •• • 60" 60.2 64.2 80.0 90.0 VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. 24" 75.0 80.0 80.0 90.0 • • • • WINDOW *DIN • "Dow WIDTT. WINDOW WIDTH 30' 75.0 80.0 80.0 90.0 I I • 7 r 38' 84" 75.0 80.0 80.0 90.0 -- 42" 70.0 70.0 80.0 90.0 •••r-----•• • . 48' 65.6 65.6 80.0 90.0 •• •i • •1• ••%• 54' 64.3 64.3 80.0 90.0 1 • •1 .f •• • ••i••� 24' 75.0 80.0 80.0 90.0 • • 3 •• •• •• 3 W. WIDTH 30" 75.0 60.0 80.0 90.0 2 yM q o m "d R, a ' o 0 0 • • - L I -1 36" 96" 75.0 76.2 80.0 90.0 NOTE: • • E 42" 64.6 64.6 - 80.0 90.0 GLASS CAPACITIES ON THIS SHEET ARE E o , • . ,, T'i WINDO%WID TH WINDOW WIDTH1 48" 59.9 59.9 80.0 90.0 BASED ON ASTM E1300-09 (3 SEC. GUSTS). • • • * • - �{ • 24" 75.0 60.0 80.0 90.0 �.^ i r36' ; $ $' +S 3 _r_ .....1.1 ; 30' 108' 75.0 80.0 80.0 90.0 Engin 1AVAD AMMO 9LPRODUCT REVISED G • (...-....-0....S-; Ail o 74.5 74.5 80.0 90.0 CIVI4• FIA, pE 0592ns complying witfi Yle F2aridar••••Aiillilk 42" 61.6 61,5 80.0 90.0 CAN. Building Code I 0 I5. )0 A:crpranceIVa 5' 3 3 3 J 24" 75.0 80.0 80.0 90.0 Dere rTn Y9A!< -L 30' 120" 75.0 80.0 80.0 90.0 ^ B ireHoo ' c (Idrawing no. I l W09-20 ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE 36' 74.5 74.5 80.0 90.0 7.....------.....2-__ l- By /il� _? ;viicmi adc' • tt • • VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. JU 1 2015 sheet 2 o 5 1 BY WOOD BUCK G • a d TYPICAL ANCHORS SEE ELEV. FOR SPACING • A R 041 • • • z O x •• • • ••• 2 N TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING Y 3 N MIAMI—OADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA 11 TYPICAL ANCHORS SEE ELEV. FOR SPACING (WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM fAND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS SEE ELEV. FOR SPACING 2 OR WOOD D BUCK ST' . IURE TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACON BY 'ELCO'" (Fu=177 NSI, Fy=155 K9-0— INTO. 28Y.- SOINTO.28Y. WOOD_ BUCKS -OR -WOOD -STRUCTURES — -•'/ 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONC. OR MASONRY #14 SMS OR SELF DRILLING SCREWS (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-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL_EDGE DISTANCF INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS 1'c - 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS I'm - 1500 PSI MM. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. Engr: JAVAD AHMAD CML FIA. 70592 C.A. �t 538 JUL 2015 PRODUCT REVISED ns complying with the Plaids Building Code Acceptance No 15.0715. !QQ Expiration Dete 1079 gg 0 8G , ri 0&QQ othE 52 0 u (1 $ Ill LYJ 3 �n g OOM O •- Z • W oT P 0 n D 2 0 5 4 n 0 v 2 8 ac 9 5 o I .111 _o LL 4 drawing no. W09-20 (sheet 3of 5 • •• • • • • •• • • • • • • ITEM # PART / REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 FY301 2 FRAME HEAD/SILL/JAMB 6063—T6 — 2 FY302 A5 REGD. GLAZING BEAD— 7/16' CLASS 6063—T6 — 3 FY303 AS READ. ANCHOR COVER 6063-15 — 4 E203 AS READ. GLAZING BEAD BULB NEOPRENE ULTRAFAB 5 FLB-501 GLASS SPACER — 1/8' HIGH SILICONE FRANK LONE 6 110 x 1' 8 FRAME ASSEMBLY SCREWS CRS PH SMS 7 FY120 — FLUSH FRAME ADAPTER 6063—T6 OPTIONAL B — 2/ UTE SETTING BLOCK EPDM DUROMETER 85±5 SHORE A TYPICAL ANCHORS SEE ELEV. FOR SPAANE • • •••• •• • ••• • 1/4' MAX. • • SHIM • MIAMI—DADE COUNTY APPROVED MULLION SEE SEPARATE NOA • •• • •. • WINDOW WIDTH WNDOW WIDTH • • TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • • 4 11 RECT. OR SQUARE WINDOWS 1/4' MAX. SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING EXTERIOR D.L OPG. WINDOW WIDTH i8Y WOOD BUCKS 'e 1/8' THK. ALUM STRAP i z 7a. 3 WELDED JOINTS CIRCULAR WINDOWS CORNER DETAILS 1/4' MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE Engr:JAVAD *WAD ML FLAC..A. i 70592 111)0 2015 MITER CORNERS \. PRODUCT REVISED ns complying with the Florida Building Code Acceplanco No 0 510 Ex. notion Date iq By Mi i i... prodhel f4 CD W c 0 5 • 00 S 8 0c 5 —5 drawing no. W09-20 sheet 4of 5 TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. •• • • • •• •••• • • • •• • • • • • • • • • • • • • • • •• • • • • •• •• • • A14 •• •• • • •••• • • • 0• •••• •••• �at • *Mg11 • •• • • • •••• TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MULUON & MULUON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER PRODUCT REVISED as complying with tho Florida Building Codc At; ccunNo 1..1173-111..1173-11[5.10 .epu tioncc Deco fi�Y lft i Hilton; pada Product z W rn J Z 2 0 n N 9 6 1, 8 9 5 0, 9 n O 8 B 0 4 drawing no. W09-20 sheet 5 of 5 MIAMI•DADE COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) 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 orizontal Rolling Window--L-:M:I. -1 APPROVAL DOCUMENT: 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 E dated 07/15/15, prepared by Al- Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. - MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", 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 al the recitiest of fal3tailiiine Official. This NOA revises NOA# 14-0317.01 and consists of this page l td a did:neje paies:Ei1,7i-2 and E-3, as MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.gov/economy well as approval document mentioned above. .. ... .. . . . .. The submitted documentation was reviewed by Manuel Perez, P.E. MIAM1-DADE COUNTY APPROVED • ... . .•. . • • • • • •. • . . . . • • • ••• • '•' -' •.. ..11CCA No. 15-0728.05 • • • • • • . • tnpiratioa bate May 27, 2019 Approval Date: September 03, 2015 Page 1 .•. . • . • • • . . • .. . •.• . • . ... . . . . . ... . . • • • . . . . • • . .. .. . ..• • . Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. (Submitted under NOA#09-0312.08) 2. Drawing No W09-12, titled "Eco -Guard Series -200 Alum. Horiz. Rolling Wdw. (L.M.1.)", sheets 1 through 7 of 7, dated 02/24/09, with revision E dated 07/15/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. B. TESTS 1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 2) Large Missile Impact Test per FBC, TAS 201-94 3) Cyclic Wind Pressure Loading per FBC, TAS 203-94 4) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94 along with marked -up drawings and installation diagram of an aluminum single hung window, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E. (Submitted under previous NOA#14-0317.01) 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, 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) 3. 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 sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) •• ` • • • • • . . . E-1 • . . .. . Manue ere , P.E. • • • •rrodhctfiner • • • • • • • •N�)I No. -0728.05 • • •Exgitatiog pate:. May 27, 2019 Approval Date: September 03, 2015 • . • . • ... . • • . . • . • . • . ... . . . • . . • . • . . . .. .. • . • .. .. • . • . 000 . . Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED B. TESTS (CONTINUED) 5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 4) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2228B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (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-08-2229, 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-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) 9. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with marked -up drawings and installation diagram of a XOX aluminum horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font, P.E. (Submitted under NOA#09-0312.08) •• • • • • • • • E-2 Manuel P: P.E. • • • • • • *Product Control . iner •• • • • . • • •NCIA:NL. 15- i 728.05 • • • • • • •• ••Eagi,ation bate: I lay 27, 2019 • • Approval Da tel 'September 03, 2015 .•. . . . . ... • . • . • . •. . . . • . . ... • . . • • • • • • • • • • • • •• •• • • • •• •• ••• • • • 0.• • • Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5'" Edition (2014), dated 07/08/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Glazing complies with ASTM E1300-09 D. QUALITY ASSURANCE 1. Miami -Dade Department of Regulatory and Economic Resources (RER) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16. 2. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18. F. STATEMENTS 1. Statement letter of conformance, complying with FBC 5'" Edition (2014), and of no financial interest, July 8, 2015, signed and sealed by Javad Ahmad, P.E. G. OTHER 1. Notice of Acceptance No. 143-0317.01, issued to Eco Window Systems, LLC for their Series "Eco -Guard 200" Aluminum Horizontal Rolling Window — L.M.I.", approved on 04/10/14 and expiring on 05/27/14. E-3 .. 00. . . . . . 400 • • . . . . . .• 040.. • ••• •. Manuel z, P.E. ••• •40.40 ••• C ••.Product ontra emitter • • ;• •• • •• •• • N • • • 0, No 15-0728.05 •• •• • • •• • • L�Ipiratigt Dat .:• May 27, 2019 Approval Date: September 03, 2015 00. . . . . 000 . . • • . . . • • . • . • 4010 • • • • 1 • • 1 • • • • • • 00 10 • . . 10 00 000 . • • 000 • • • 72' 3 1/2' MAX. HEAD/SILL CORNERS WINDOW WIDTH 3' 4' .' , , 1 I 11 11 AIIli 1 1 – — %rs _ \ �i z e'io 4 J —. I I I L'1ic= I •'/ II ===r='�TiF== /. r, Ii �1 1 O O 4././ 1 ==mo /. r ; ;I �__ r 1 I I FALSE MUNTINS (SURF CE BEPUED) Y VENT WIDTH 32 3/4' D.L OPG. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. • • • • •• • • •••• • ••• • ••• •• ••• •f •� • • • • • • • •••• • •• • • • • • • 1/8' NEITeSit&i I. GLASS • • • • 090' Interlayer • • • Butaajte PVB • • • • • By 'Kuraroy Amadeu, Inc. • • VB. HIAT STRENV GLAjS • • • UCONE • • • W CORN�I�ryNLG 199 • • E SCS 20/00 � iL • Zz 0.11111110 tLS'1{.• •• 1 (DIWATIDE/4R POINTS THAN 3838'ON ONLYLITE5 c-cLAS STYPE 'n / 1/8' HEAT STREN'D. GLASS 090' Interlayer SentryGIcu By 'Kuraroy America, Inc 1/8' HEAT STREW!). GLASS 1 8 4 111' 3 1/2' MAX. HEAD/SILL CORNERS WINDOW WIDTH 10 5/8' MAX. HEAD/SILL CORNERS '1 I I1 FALSE MUNR95 (SURFACE APPLIED) . MAY BE USED TYPICAL ELEVATIONS SILICONE DOW CORNING 899 GE SCS 2000 AT 1/4 POINTS ON L1TES WIDER THAN 38' ONLY GLASS TYPE 'B' GLAZING OPTIONS 32 3/4' D.L. OPG. TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. 1/8' HEAT STREN'D. GLASS 5/18' AIR SPACE 1/8' HEAT STREN'0. GLASS 090' Interloyer Butocite PVB By 'Kuraroy Americo, Inc.' 1/8' HEAT STREN'D. GLASS CARDINAL EL EDGE SPACER ST. STEEL SILICONE DOW 899 AT 1/4 POINTS AU. SIZES GLASS TYPE 'C' (2) ANCHORS AT MTG. STILE ENDS TYP. (4) ANCHORS REDO. FOR SIZES AND LOADS MARKED WITH '"' ON SHEET 2 ONLY 1 8 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./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI–DADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCE HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, 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. ALL SHIMS TO BE HIGH IMPACT, NON–METAWC AND NON–COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SETTING BLOCKS AT LMA. CLASS AND INSUL. LAM. GL/SS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS Eno. JAVAD A18AAD CML FLA. PE i 70 C.A.N. 35 !2A 2015 PRODUCT REVISED as complying with 16c Florida Building Code ( - O �a• Acccplanca No Bn.iration Dale iC�S/At 019 r Miam' Dade Product U c 0 d 0 E 0 c drawing no. W09-12 sheet 1 of 7 11 11 AIIli 1 1 !.==* I II, I 1 11 11co J I = L'1ic= I •'/ II FALSE MUNR95 (SURFACE APPLIED) . MAY BE USED TYPICAL ELEVATIONS SILICONE DOW CORNING 899 GE SCS 2000 AT 1/4 POINTS ON L1TES WIDER THAN 38' ONLY GLASS TYPE 'B' GLAZING OPTIONS 32 3/4' D.L. OPG. TO QUALIFY FOR SMALL MISSILE IMPACT RATING EXTERIOR PLY OF GLASS TYPE 'C' MUST BE TEMPERED. 1/8' HEAT STREN'D. GLASS 5/18' AIR SPACE 1/8' HEAT STREN'0. GLASS 090' Interloyer Butocite PVB By 'Kuraroy Americo, Inc.' 1/8' HEAT STREN'D. GLASS CARDINAL EL EDGE SPACER ST. STEEL SILICONE DOW 899 AT 1/4 POINTS AU. SIZES GLASS TYPE 'C' (2) ANCHORS AT MTG. STILE ENDS TYP. (4) ANCHORS REDO. FOR SIZES AND LOADS MARKED WITH '"' ON SHEET 2 ONLY 1 8 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./H.R. OR HORIZONTAL ROLLING WITH OTHER WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING MIAMI–DADE COUNTY APPROVED MULUONS IN BETWEEN. LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL WILL APPLY TO ENTIRE SYSTEM. THIS PRODUCE HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, 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. ALL SHIMS TO BE HIGH IMPACT, NON–METAWC AND NON–COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE SETTING BLOCKS AT LMA. CLASS AND INSUL. LAM. GL/SS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS Eno. JAVAD A18AAD CML FLA. PE i 70 C.A.N. 35 !2A 2015 PRODUCT REVISED as complying with 16c Florida Building Code ( - O �a• Acccplanca No Bn.iration Dale iC�S/At 019 r Miam' Dade Product U c 0 d 0 E 0 c drawing no. W09-12 sheet 1 of 7 • • • • •: • •• • •• • •• • •• • • •• • • • • DESIGN LOAD CAPACITY - PSF (50, OX OR XX SIZES) WINDOW DIMS.A A 5/0 REIN?. WITH REIN?. CLASS TYPE 'A' GLASS TYPE 'A' GLASS TYPE '8' CLASS TYPE 'C' WIOTH HEIGHT INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2" 70.0 4 70.0 80.0 80.0 90.0 70.0 80.0 37" 26" 4 70.0 80.0 80.0 90.0 70.0 80.0 53-1/8" (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 74" 70.0 8 70.0 80.0 80.0 90.0 70.0 800 26-1/2" _70.0 70.0 4 70.0 80.0 80.0 90.0 70.0 80.0 37" 38-3/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 53-1/8" (4) 6 70.0 80.0 80.0 90.0 70.0 80.0 74" 70.0 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2" 70.0 4 70.0 80.0 80.0 90.0 70.0 80.0 37" 50-5/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 53-1/8" (5) 6 70.0 80.0 80.0 90.0 70.0 80.0 74" 70.0 8 700 80.0 80.0 90.0 70.0 80.0 28-1/2" 70.0 4 70.0 80.0 80.0 90.0 70.0 80.0 37" 63"4 80.0 68.9 77.5 80.0 90.0 70.0 80.0 53-1/8" (6) 6 70.0 70.0 80.0 90.0 70.0 80.0 74" 70.0 8 70.0 70.0 80.0 80.4 * 70.0 80.0 24" 70.0 4 70.0 80.0 80.0 90.0 70.0 80.0 36" 70.0 4 70.0 80.0 80.0 90.0 70.0 80.0 48" �3) 6 70.0 80.0 80.0 90.0 70.0 80.0 60" 70.0 6 70.0 80.0 80.0 90.0 70.0 80.0 72" 70.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 70.0 4 70.0 80.0 80.0 90.0 70.0 80.0 36" 70.0 4 70.0 80.0 80.0 90.0 70.0 80.0 48" �4) 6 70.0 80.0 80.0 90.0 70.0 80.0 60" 700 6 70.0 80.0 80.0 90.0 70.0 80.0 72" 70.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 70.0 4 70.0 80.0 80.0 90.0 70.0 80.0 36' 70.0 4 700 80.0 80.0 90.0 70.0 80.0 48" 45) 6 70.0 80.0 80.0 90.0 70.0 80.0 • • • • • A 700 80.0 80.0 90.0 70.0 80.0 60' •72" • • • • 8 '70.00 ,BO.0 i 80.0 90.0 70.0 90.0 • • •24" A 70.0••A.0 :80.0 90.0 70.0 80.0 36" • • • • • • 70.0 80.0 80.0 90.0 70.0 50.0 II • •48" fie" 70.0: 7j.0 :80.0 90.0 70.0 80.0 60" (6)• 6 70.0• • IMO • 080.0 90.0 70.0 80.0 ••• 72" • •• 8 70.0 _70.04. 0.0 87.6* 70.0 80.0 •••• A =•14,0' QF. RNCHORS FEk•,,"D & • ( ) = NO. or ANCHORS ERJA1AB •••• •• • • • • • •• • • •••• 1 •••• SILL * MAX.e)`e ten THESE SIZES IS -90.0 PSF WITH 7thesr4-IORS AT MTG. STILE ENDS • d • • • •, •, ••' • 4 •• • • • •• • •••• • •••• • i m • • • • LEFT ANO RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XO OR OX' DESIGN LOAD CAPACITY - PS8' (XOX SIZES) WINDOW DIMS. A 11/0 REINF. WITH REIN?. CLASS TYPE 'A' CLASS TYPE '8' GLASS TYPE 'C' MOTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74"26, 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 70.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74"38-3/8" 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (4) 12 _70.0 70.0 80.0 80.0 90.0 70.0 80.0 111" 12 70.0 80.0 80.0 90.0 70.0 80.0 74"50-5/8' 50-5/8" 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 111" 63" 12 70.0 80.0 80.0 90.0 70.0 80.0 74" (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 106-1/4" 63 12 70.0 70.0 80.0 82.6 * 70.0 80.0 111" 6 12 70.0 70.0 80.0 80.4 * 70.0 80.0 72" (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 24" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" 36' 12 70.0 80.0 80.0 90.0 70.0 80.0 72" (4) 9 70.0 80.0 80.0 90.0 70.0 60.0 84" 36" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 48" 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (5) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 700 80.0 80.0 90.0 70.0 80.0 72" 9 700 70.0 80.0 90.0 70.0 80.0 84" 60" 9 70.0 70.0 80.0 90.0 70.0 80.0 96" (6) 12 70.0 70.0 80.0 90.0 * 70.0 80.0 108" 12 70.0 70.0 80.0 87.6 * 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = N0. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS (1/3W) (1/3W) (1/3W) = WITH REINF. 4 OPERATING VENTS TO 8E 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (X0X SIZES) WINDOW DIMS. A 5/0 REIN?. WITH REINF. GLASS TYPE 'A' CLASS TYPE 'B' CIAS9 TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(4) INT.(-) EXT.(+) INT.(-) 74" 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (3) ) 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 111' 74"38-3/8" 9 70.0 80.0 80.0 90.0 70.0 80.0 106-1/4" (4) 12 - - 80.0 90.0 70.0 80.0 111' 12 - - 80.0 90.0 70.0 80.0 74" 50-5/8" 9 70.0 80.0 80.0 90.0 70.0 80.0 (5) 74" 63" 9 70.0 70.0 80.0 90.0 70.0 80.0 (6) 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 24' 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (3) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" 36' 9 70.0 80.0 80.0 90.0 70.0 80.0 96" (4) 12 70.0 80.0 80.0 90.0 70.0 80.0 108" - - 80.0 90.0 70.0 80.0 72" 9 70.0 80.0 80.0 90.0 70.0 80.0 84" (5) 9 70.0 70.0 80.0 90.0 70.0 80.0 96" 12 70.0 70.0 80.0 90.0 70.0 80.0 72" 60" 9 70.0 70.0 80.0 90.0 70.0 80.0 (6) ALL EXTERIOR(+) 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 3 FOR DETAIL. A = N0. OF ANCHORS PER HEAD & SILL ( ) = N0. OF ANCHORS PER JAMB (1/4W) (1/2W) (1/4W) OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH XOX" NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 PRODUCT REVISED as complying wide Itis Fle Idi Building Code (5-0 •• O Accepleece No Ex • imam Delo Engr: JAVAO NAIAD CML FLA. PE #70592 C.A., . 3538 RI 1» ROWNC WOW. (LMJ.) c 0 X n 5 0 5 9 9 0 R 0 .0 0 �1v Fa 72. 8 drawing no. W09-12 sheet 2 of -f) • •• • •• • • •• • • • • • • •• • • •• 1 BY W000 BUCK TYPICAL ANCHORS - SEE ELEV. FOR SPACING EDG66. DIST: • • •• • • •• • •••• • • ••• •• •••• • • • • •••• • • • • • •••• • 1 ••• • 0• • •s • • • • ••f • • -A • • • • • • • ••• • • 0 • EDGE DIST. 2 •� pquCl 91 N > WQ wg cri N4 • • • TYPICAL ANCHORS SEE ELEV. V FOR SPACING -J a N METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI -DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE D{�\ 5._JU z _ TYP CAI. ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END AND 37" 0.C. MAX. SEALANT: ALL JOIN1S AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. N Z TA g U O • H 18Y SEEICAL ANCHORS WOOD BUCK SEE SPEY. FOR SPACING N EDGE DIST, TYPICAL ANCHORS SEE ELEV. FOR SPACING 1WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM IAND TRANSFER THEM TO THE BUILDING STRUCTURE. TYPICAL ANCHORS: -SEE, ELEV. FOR. SPACING 1/4 DIA, ULTRACON BY 'ELCO' (FFu 177 KSI, Fy=155 ESI) — INT0.2BY-WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS) THRU 1BY BUCKS INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) DIRECTLY INTO CONC. OR MASONRY 1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL) 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) .#14 SMS OR SELF DRILLING SCREWS (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-T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) TYPICAL EDGE DISTANCE INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO W000 STRUCTURE = 1" MIN. INTO METAL STRUCTURE = 3/4" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c a 3000 PSI MIN. C-90 HOLLOW/FILLED NORMAL WEIGHT CMU AT JAMBS I'm = 2000 PSI MIN Engr. JAVA° AHMAD FLA. PE d 70592 PRODUCT REVISED CML as complying with the Florida C .N. 35JB Duildutg Code Acceptance No I •2 Y:- • 020v, Ex, ire'. Date ',FUN a By ii. 43:' Mi n n.ada Product QM. r T a 8 3 8 0 0 0 C 8 8 0 0 8 drawing no. W09-12 sheet 3 of 7 • • 1/4" MAX SHI I/4" MAX. SHIMS 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 0 METAL STRUCTURE • • • • • •••• STEEL REINFORCING AS REM. SEE SKEET 2 FOR CAPACITY WINDO • • • • • • •• • • • • • • • 1/4" MAX. • o• •••1dg•" • • o ••• lii ; , • •• SH • • •••• XO LAYOUT VENT WIDTH D.L. OPG. VENT WIDTH 1/4^ MAX. SHIMS D.L OPO. • •• • • 18Y WOOD BUCKS • L TYPICAL ANCHORS SEE ELEV. FOR SPACING • lr --SCREEN OPT • •,s • • SCREEN OP • • 0 0 EXTERIOR WINDOW WIDTH STEEL REINFORCING AS REOD. SEE SHEET 2 FOR CAPACITY a TYPICAL ANCHORS SEE ELEV. FOR SPACING XOX LAYOUT MIAMI—DADE COUNTY APPROVED MULLION SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING Emir. JAVAD AHMAD CML FLA. PE L70592 CA.N. 3.538 PRODUCT REVISED es complying with the Florida Building Code Acceptance No E.1. action Date 2015 B1 M WINDOW WIDTH WINDOW WIDTH drawing no. W09-12 sheet 4 of 7 I SCREEN OPT. A i ' Emir. JAVAD AHMAD CML FLA. PE L70592 CA.N. 3.538 PRODUCT REVISED es complying with the Florida Building Code Acceptance No E.1. action Date 2015 B1 M WINDOW WIDTH WINDOW WIDTH drawing no. W09-12 sheet 4 of 7 • •• • •• • • •• • • • • • •• •• • • •• • •••• • •••• • •••• • • • • • •••• TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • • • • •••• • •• • • • • • • • • • • • • • • • •• • • • • • • •• •• • • •• • •••• • • • • • • • •• •••• •••• • • a••• • • •• • • • •••• ••• •••• • • •••• ALT. • • •• • • • • • TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA EDGE ST Y 01 PIMO IOR ►in N.1 m 1/4' MAX TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 SHIMS TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr: JAVAD AHAIAD CML FIA. PE / 70592 C.A. . 3538 2015 PRODUCT REVISED as complying with the Florida Building Coda Acceptance No 0 y_:.0 5, ,-ration Dale !MU/4U/ BY /I f . . . ' "2 .•Miami C col ��1• . 1• d drawing no. W09-12 (sheet 5 of 7 -1.067 �1 r-1.0671 I ITEM PART + QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS ' 4.01‘1' IV `----� COMP—ANL\W09-12EC0 2.750 J 1 FY201 1 FRAME HEAD 6063-T6 3/16" 1., 2 FY202 1 FRAME SILL 6063-T6 - .715 .500 AL-FAROOQ CORPORATION ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2645100 FAX. (305) 2626978 I 3 FY203 1 SILL TRACK INSERT 6063-16 - 62 [0_ 1.434 813 b 1 �4 �� /'1 4 FY205 AS REQD. MOV. FRAME JAMB 6063-78- 3.249 4-- 5 .813 .062 1.718 I I+ Nr C j/ ��iJJ 5 FYI01 AS REQD. FIXED FRAME JAMB 6063-T6 - 6 FY104 1/ VENT FIXED MTG. RAIL 6063-T6 - --I ® VENT TOP/BOTTOM RAIL 1y 11 7 FY105 1/ VENT VENT INTERLOCK 6063-T6 - 8 FY206 1/ VENT JAMB STILE 6063-T6 - STEEL REINFORCING 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063-T6 - 2095 - 1.250 - 10 FY108 AS REQD. GLAZING BEAD (LAM. GLASS) 6063-T6 - .519 -1 r .130 10A FY110 AS REQD. GLAZING BEAD (INSUL. LAM. GLASS) 6063-T6 O1 -,-1.140 FRAME 1.610 -� HEAD 11 AS REQD. REINFORCING BAR STEEL -�N '719�1 �1e-045 •033 .045 F-74:1 --Iii .803 12 - - AS REQD. REINFORCING BAR STEEL - i 11.04 13 FY204 AS RTEQD. ADD-ON SILL RISER 6063-T6 USE A5 REQD �III -i I 1.047 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON I 1.140 /246 .062 1.14 • 1,010-t- • • 15 FY209 2/ VENT ROLLER BRASS - GLAZING BEADS 16 00210 2/ VENT ROLLER PIN ST. STEEL - 219 10 ® 17 #8 X 1" AS REOD. FRAME/VENT ASSEMBLY SCREWS CRS - P.H. SMS • • • t • O • 1.344 - JAMB STILE ECO -GUARD SERIES -200 ALUM HORIL ROWNG WDW. ECO WINDOW SYSTEMS, LLC. 9114 N.W. 106 STREET MEDLEY, FL. 33178 TEL (305) 885-5299 FAX (305) 885-5902 18 p8 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS P.H. SMS • ` e _ • • • • • • • 19 W23181 AS REQD, FIN SEAL W.STRIPPING ULTRAFAB 20 03007190 AS REOD. BULB SEAL Q-LON SCHLEGEL 1 • 1 • 1 •.•7• 1 • 1 • • • • - • • • • • - .07E0 • ---•••---��j • 'off 1.1 • • • • • 2, • • 1 • • 21 E207 AS REQD. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 65±5 1•• 0 • • 2.063 22 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65±5 • • • 1.250 - 23 FLB-50 AS REQD. GLASS SPACER SILICONE FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH - SULLIVAN & ASSOC. 0 • 0 •, }t0 • 082 1.340 25 #8 X 1/8" 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS 26 WA2L 2/ WDW. _ WEEP VALVE -. PREFERRED ENG. PRODUCTS • 1 • • • • • ••• .500 27 - 1/ VENT 5/16' BOX SCREEN - OPTIONAL • Q L 1.344- MEETING RAIL 28 FY120 - FLUSH FRAME ADAPTER 6063-T6 OPTIONAL • L-41- 29 - 2/ UTE SETTING BLOCK EPOM DUROMETER 80±5 SHORE A 1•••• F�--F2.7�• I • • • / • :•Q• FRAMF•aSIliL• 2.79ID •Y • • ••• • 2.188� • 1.314 - • .250 (revisions: (no) date I by 1 desenptwn 1 REV. PER SCCO CONNENTS UPDATED TO 2010 FSC IMNUF. ADDRESS REV. GLASS OPTION ADDED F n 0 1.422 .062 1.202 .340 O3 fj�(1 .062 SILL TRACK .312 6 1.375 FIXED MTG. RAIL .750 n 3 0048 - V. - 0 .500 .187 2.750 L x.062 -�-, L I1 2.812 2.812 .062 2.750 a m U L5 LJ,a L--�--t^ 0 ._, I 8 `l in < s `a k A' . £ ^{ En JAYAD AHMAD gr PRODUCT REVISED 2.688 .062 I CIVIL FU. PE / 70582 C .3538 as complying with the Fiofld! Building Cade Acceptance No is 0 7.4 ' �v .500 (� 769 Ix imlion Date IF riR 0 MOV. 874 1.687 FRAME JAMB / ` i Nu:tlbdc Product Coot .0 t drawing no. W09-1 2 50 FIXED I I 1 .969-1 -.--1.688 I FRAME JAMB 2.611 0 FLUSH FRAME ADAPTER Aq. 15 (sheet 6 of 7_) •• • • • • •• •• • • i• •• • • • • • •••• • • • • • • •••• •••• • •••• • •••• • •• • • • •••• • • • • • •• • • • • •• •• • • • • • •• • • •••• • •• • • • •••• •••• •••• • • •••• • • •1fENT TOP/BOTTOM CORNFRS •••• • • •••• • • FIXED MTG. RAIL CORNER FRAME TOP CORNER Adi FRAME BOTTOM CORNER Engr: JAVAD AHIAAD CIVIL FU. E / 70592 CA . 3538 0 2015 PRODUCT REVISED ns complying with the Florida Building Code Acceptance No 1�!'� Za, U7 Ex c nation Dale!F'tI/.YR1 •i9 O )r� b drawing no. W09-12 sheet 7 of 7 J DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 9114 NW 106 Street Miami, FI. 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. MIA1S1I--DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.trov/economy DESCRIPTION: Series L O-Guard,Clipped" Aluminum Tube Mullion —L.M.I. ` APPROVAL DOCUMENT: Drawing No. M14-01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, 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 RATINGf Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, 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 COV'iAltktioriat•the jab:site'at the request of the Building Official. This NOA consists of this page 1 r 1 evidinte f are iE:•l:rnd l —2, as well as approval document mentioned above. •• ••• •• • • • The submitted documentation was reviewed by Jaime D. Gascon, P. E, - MIAMI•DADE COUNTY APPROVED • ••. • •• • • •• . •• •• • • .• • . • • •• •• • . • • • • • • • •••• • • • • • • • • • • • • ••• •• • • • • • •• •• • • . •.• • • • ••. . • • • • • . • • •. . .•• • NOA No. 14-0529.16 Expiration Date: October 23, 2019 Approval Date: October 23, 2014 Page 1 Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. M14-01, Series titled "Aluminum Tube Mullion", sheets 01 through 09 of 09, dated 05/19/14 with the latest revision dated 05/23/14, 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 marked—up drawings and installation diagram of a clipped aluminum mullion at fixed windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2192A, dated 01/15/09, signed and sealed by Candido F. Font, P. E. 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 clipped aluminum mullion at a fixed window/ a single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.'s HETI-08-2192B and HETI-08-21660, both dated 01/15/09, signed and sealed by Candido F. Font, P. E. 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 2411.3.2.1, and TAS 202-94 along with marked—up drawings and installation diagram of a clipped aluminum mullion single hung window, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-08-2166A, dated 01/15/09, signed and sealed by Candido F. Font, P.E. C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-2010 and FBC 51h Edition (2014), prepared by Al—Farooq Corporation, dated 05/05/14, signed and sealed by Javad Ahmad, P. E. D. QUALITY ASSURANCE 1. Miami—Dade Department of Regulatory and Economic Resources (RER). MATERIAL CERTIFIKA•TIaNt • • • • • • • 1. None. . • •• • .• .00 .• • . . •• • 000 • •00 • • • •• • • • • • • • • • . • • • • • • • t• • • • • • •• • • 0 •• • • • • • • • •• • • • •• • E-1 ••• • . • . 0410 • • • • • • • • . • • • . •00 • • • • • • . • • • • • • • 0. 00 • • • .• 00 000 • • • 0419 • • Jaime D. Gascon, P. E. Product Control Section Supervisor NOA No. 14-0529.16 Expiration Date: October 23, 2019 Approval Date: October 23, 2014 Eco Window Systems, LLC NOTICE 01? ACCEPTANCE: EVIDENCE SUBMITTED F. STATEMENTS 1. Statement letter of no financial interest, conformance to and complying with FBC 2010 and FBC 5th Edition (2014), issued by Al Farooq Corporation, dated 05/23/14, signed and sealed by Javad Ahmad, P. E. 2. Department of State Certification of Eco Window Systems, LLC as a limited liability company, active and organized under the laws of the State of Florida, dated 03/21/13 and signed by Kurt S. Browning, Secretary of State. 3. Laboratory compliance letter for Test Reports No.'s HETI-08-2192A, HETI-08-2192B, HETI-08-2166A and HETI-08-2166C, all issued by Hurricane Engineering & Testing, Inc., dated 01/15/09, signed and sealed by Candido F. Font, P. E. 4. Proposal No. 08-0236 issued by the Product Control, dated 06/04/08, signed by Manuel Perez, P. E. G. OTHERS 1. None. •• ••• • • • • • •. • • • • • • • • •• .•• •. . • • •• • ••• • ••• • • • • • • • • • • •. • • • . • • . • • • • . • • • • • • • • • • • .. . • . . . . • • • . . • • . • E-2 000 • • • • 006 • • • • . • . • . . - • . • ... . • • • • . . . • . . • • • .. • • • • • . • • . 000 • • • 000 • • Jaime D. Gascon. E. Product Control Section Supervisor NOA No. 14-0529.16 Expiration Date: October 23, 2019 Approval Date: October 23, 2014 MS310- 4LW\Nonlnw 81_69 -Mor (SOE) xV I 00113-49Z (SOE) -I32 ♦LTSE VOIL1O U YW VI W 3AV 1.9 'WS SEZT 1N3Wd013A30 1011O021d'V SLI33NION3 Nouvaodaoa b00uv1-7v J e ZO6S-599 (SO£) )N4 66Z5 -S99 (SOC) '731 9L12 '13 'A31031^1 13361S 901. "M'N 171.1.6 '0'11 'SW31SAS MOONIM 003 [ SNOIn1f1W 38tH Wf1NIW(lly ] IL I -r--TaTrr-SIL-ITn1- 1 1111 I I 1111 I 1111 I 1 1111 I I 1111 1 1111 I 1111 1 : 1111 19 U il • • 000 • • • • • •• • • • • • • • • • •• ••• •• • • • •• • ••• • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • • • • 000 • • • • • • • • • • • • • • *MM. ••• • • • ••• • • • ` o ��11Wri ,P1. 2 m o • GEM a o• OU ( st-6L-SO :Noy J :suoisiA0) • MS310-b l W\N011iflw e .L69S9L (SOe)'MU OOS8i8L (SOO -cat 'ELEE valaO1 'IWVIW 3AV L8 'MS SWT 1N3wd013A30 ionaoad'8 Sa33N19N3 NOI.LVHOd2100 booavd-1v soe9-sgs (sot) 1c 6ea5-598 (sot) ->az 8L9££ '13 ')13103W 1332315 909 'M'N 41.96 '011 'Sw31S)S MOONIM 003 L sNomnw 38n1 WnNlwniv r I S 0 0 8 z 0 J X O N z ? i 3m ri H 11 h>< J X M N 0 9 0 M F.- -ee: n LI 0 •• ••• • • •yam• • z4, • • • • • IK y • QT; • ! r,•;3. Q Ji ,o • Fo •� • C. a1 �• • N A• r Q� n k to 9 • _ •-•- • •• • • • • • • •• ••• •• 0 0 • ••▪ • • •_• • • • • • • • • 1 • • • • •• •• • r�� • • 1 • • • • • •• ? 1 • • I It ter • • o_.-- .-..I• •• • •'_ 1 • •„1• • • •• • • •• •• V N •• •-. • N N • • • ••• • • • ••• pick N O chi 8 j 0 J 0 0 11.111111111.'f0 r O ."•• K S drawing no. M14-01 E. __i lEOFEEEIZE•gym r I S 0 0 8 z 0 J X O N z ? i 3m ri H 11 h>< J X M N 0 9 0 M F.- -ee: n LI 0 •• ••• • • •yam• • z4, • • • • • IK y • QT; • ! r,•;3. Q Ji ,o • Fo •� • C. a1 �• • N A• r Q� n k to 9 • _ •-•- • •• • • • • • • •• ••• •• 0 0 • ••▪ • • •_• • • • • • • • • 1 • • • • •• •• • r�� • • 1 • • • • • •• ? 1 • • I It ter • • o_.-- .-..I• •• • •'_ 1 • •„1• • • •• • • •• •• V N •• •-. • N N • • • ••• • • • ••• pick N O chi 8 j 0 J 0 0 tom ,_ _-�/ 41111 iv '- 6 DESIGN LOAD CAPACITY - PSP (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. 1X3 1X4 1X3 1X4 2X4 2X6 2X8 WINDOW DIMS. 1X3 I X4 1X3 1 X 4 2X4 2 X 6 2X6 WINDOW DIMS. 1X3 1 X4 1 X 3 1 X4 2X4 2 X 6 2X6 MOTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY WIDTH (W) MULL SPAN STD. STD. CUSTOM CUSTOM STD. STD. HEAVY AL-FAROOQ CORPORATION ENGINEERS at PRODUCT DEVELOPMENT 1235 S.W. S7 AVE MIAMI, FLORIDA 33174 I TEL (305) 264.8100 FAX (305) 2626978 j p � 2 19-1/8" 19-1/8" • 140k_ 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 74.6 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8° - - - 59.3 55.3 120.0 120.0 26-1/2" • 0120.00 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 53.8 115.4 87.1 120.0 120.0 120.0 120.0 26-1/2' - - - 42.8 39.9 111.0 120.0 4 • 47,• 0 • •leb 120.0 :12 0• • 1#70.0 120.0 120.0 120.0 30' _47.5_ 101.9 76.9 120.0 120.0 120.0 120.0 30" - - - 37.8 35.3 98.1 120.0 37'• 120.0• 120.0 180.0 i0.0 120.0 120.0 120.0 37" 38.5 82.6 62.4 120.0 120.0 120.0 120.0 37" - - - 30.6 28.6 79.5 120.0 1 • • •: IWO%120.0 .120.0 170.0 120.0 120.0 120.0 42" _ 33.9.+ 72.8 55.0 113.9 106.4 120.0 120.0 42" - - - 27.0 25.2 70.1 120.0 0411 4 48" 38-3/8' 120.0 120.0 41280 420.0 120.0 120.0 120.0 48' 74-1/4' 29.7 63.7 48.1 99.7 93.1 120.0 120.0 48" 120" - - - 23.6 22.0 61.3 112.6 4 • 54" 41120.0 120.0 •>1,61.(i• 1 1.20.0 120.0 120.0 120.0 54" 26.4 56.6 42.7 88.6 82.7 120.0 120.0 54" - - - 21.0 - 54.5 100.1 4 • •V • • 141000 120.0 W410 • 1/20.0 120.0 120.0 120.0 60" 23.8 51.0 38.5 79.7 74.4 120.0 120.0 60" - - - - - 49.0 90.1 1 • in • • 1 • 120.0 :1 Q_ c • 1.20.0 120.0 120.0 120.0 66" 21.6 46.3 35.0 72.5 67.7 120.0 120.0 66" - - - - - 44.6 81.9 • 882" 103.2 120.0 120.0 120.0 120.0 120.0 120.0 72" - 42.5 32.1 66.5 62.0 120.0 120.0 72" - - - - - 40.9 75.1 • 19.- rig" • 40.0* 120.0 14d1P W0.0 120.0 120.0 120.0 19-1/8' 51.5 110.4 83.4 120.0 120.0 120.0 120.0 19-1/8" - - - 44.5 41.6 115.6 120.0 28-1/1" • • 12010• 120.0 • 88.04 • 120.0 120.0 120.0 120.0 26-1/2' 37.2 79.7 60.2 120.0 118.4 120.0 120.0 26-1/2" - - - 32.1 30.0 83.4 120.0 4 • 4138.: 120.0 ii20.0 120.0 120.0 120.0 30' 32.8 70.4 53.1 110.2 102.8 120.0 120.0 30" - - - 28.4 26.5 73.7 120.0 37" .120.0 120.0 120.0 • if0. 1260 • 120.0 120.0 120.0 120.0 37' 26.6 57.1 43.1 89.3 83.4 120.0 120.0 37" - - - 23.0 21.5 59.8 109.8 :11.4,11. : 120.0 • PAP 1 120.0 120.0 120.0 120.0 42' 23.4 50.3 38.0 78.7 73.5 120.0 120.0 42" - - - 20.3 - 52.6 96.7 T 1 • 48" 42" • •-141-64, •1.1110 120.0 • 120.09 i 120.0 120.0 120.0 120.0 48" 84" 20.5 44.0 33.2 68.8 64.3 120.0 120.0 48" 132" - - - - - 46.1 84.6 ALUMINUM TUBE MULLIONS ECO WINDOW SYSTEMS, LLC. 9114 N.W. 106 STREET MEDLEY, FL. 33178 TEL (305) 885-5299 FAX (305) 885-5902 120.0 A WS0 :20.0 120.0 120.0 120.0 54" - 39.1 29.5 61.2 57.1 120.0 120.0 54" - - - - - 40.9 75.2 • I5t • 60" • • .144.8 103.3• 120.0 120.0 120.0 120.0 120.0 120.0 60" - 35.2 26.6 55.1 51.4 112.6 120.0 60" - - - - - 36.8 67.7 66" • 4413 120.0 120.0 120.0 120.0 120.0 120.0 66" - 32.0 24.2 50.1 46.7 102.4 120.0 66" - - - - - 33.5 61.5 72" 86.1 120.0 120.0 120.0 120.0 120.0 120.0 72' - 29.3 22.1 45.9 42.8 93.8 120.0 72" - - - - - 30.7 56.4 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 34.5 74.0 55.8 115.8 108.1 120.0 120.0 19-1/8" - - - 34.3 32.0 89.0 120.0 26-1/2" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2" 24.9 53.4 40.3 83.5 78.0 120.0 120.0 26-1/2" - - - 24.8 23.1 64.3 118.0 30" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 30" 22.0 47.2 35.6 73.8 68.9 120.0 120.0 30" - - - 21.9 20.4 56.8 104.3 37" 115.3 120.0 120.0 120.0 120.0 120.0 120.0 37" - 38.2 28.9 59.8 55.9 120.0 120.0 37" - - - - - 46.0 84.5 42" 101.6 120.0 120.0 120.0 120.0 120.0 120.0 42" - 33.7 25.4 52.7 49.2 120.0 120.0 42" - - - - - 40.5 74.5 48" 50-5/8" 88.9 120.0 120.0 120.0 120.0 120.0 120.0 48' 96' - 29.5 22.3 46.1 43.1 107.8 120.0 48" 144' - -- - - - 35.5 65.2 54" 79.0 120.0 120.0 120.0 120.0 120.0 120.0 54" - 26.2 - 41.0 38.3 95.8 120.0 54" - - - - - 31.5 57.9 60" 71.1 114.5 115.2 120.0 120.0 120.0 120.0 60' - 23.6 - 36.9 34.4 86.2 120.0 60" - - - - - 28.4 52.1 66" 64.7 104.1 104.7 120.0 120.0 120.0 120.0 66' - 21.4 - 33.5 31.3 78.4 120.0 66" - - - - - 25.8 47.4 72" 59.3 95.4 96.0 120.0 120.0 120.0 120.0 72" - - - 30.7 28.7 71.8 120.0 72' - - - - - 23.7 43.4 19-1/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' - - - 81.3 75.9 120.0 120.0 26-1/2' 88.1 120.0 120.0 120.0 120.0 120.0 120.0 26-1/2' - - - 58.7 54.8 120.0 120.0 ARCHES TO BE INSCRIBED 30" 120.0 120.0 120.0 120.0 120.0 120.0 30" - - - 51.6 48.4 120.0 120.0 HORIZONTAL MUWON INSIDE RECTANGULAR SHAPE 37" _77.8 63.1 119.9 102.1 120.0 120.0 120.0 120.0 37' - - - 42.0 39.2 109.1 120.0 _ _ 42" 55.6 105.6 90.0 120.0 120.0 120.0 120.0 42' - - - 37.0 34.8 98.1 120.0/ GUS NG 48" 53" 48.6 92.4 78.7' 120.0 120.0 120.0 120.0 48" 108" - - - 32.4 30.2 84.1 120.0PRODUCT VERTICAL 3 I 70.0 120.0 120.0 120.0 120.0 - - - 28.8 26.9 74.7 120.0 --nag- 54" 60. 43.2 38.9 82.2 73.9 63.0 115.7 108.0 120.0 120.0 54" 60' - - - 25.9 24.2 67.3 120.0 z 66' 35.4 87.2 57.3 105.1 98.2 120.0 120.0 66' - - - 23.6 22.0 61.2 112.3 GLAZING PRODUCT GLAZING PRODUCT 3 a N 72" 32.4 61.6 52.5 96.4 90.0 120.0 120.0 72' - - - 21.6 20.2 56.1 103.0 � M GLAZING GLAZING N 3 F■1 11111; E"" ALL LOADS ARE EXT.(+)/INT.(-). GLAZING PRODUCT NOTE Wt W2 MULLION SPAN e..... - --- MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. w 1 S$a - 1 c �' n 3 (INTERPOLATION BETWEEN WIDTHS ALLOWED) TYPICAL MULLION ARRANGEMENTS Env: JACM AH MAO L FIA PE 1 70592 W1 +2 W2 WWmn C.A.N. 3538 Approved .),.ie eol 8_[c drawing drawing no. 4-01 MULLIONS 1l , . i sheet 3 of 9 DESIGN LOAD CAPACITY - PSP DESIGN LOAD CAPACITY - PSF DESIGN LOAD CAPACITY - PSP AL-FAROOQ CORPORATION a ENGINEERS & PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 TEL (305) 2648100 FAX (305) 2626978 J \ �r MULLION \M14-01ESW) WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A2 A4 AB B2 B48 846 WIDTH (W) MULL SPAN A2 A4 A8 B2 B48 B46 WIDTH (W) MULL SPAN A2 A4 AB 82 1148 9146 19-1/8" • 020,0 120.0 120.0 120.0 120.0 120.0 19-1/8' 120.0 120.0 120.0 101.4 120.0 120.0 19-1/8" 97.9 120.0 120.0 62.7 90.4 120.0 26-14" • • •• 1221 1294).11040_120.0 120.0 120.0 28-1/2" 114.2 120.0 120.0 73.2 105.4 120.0 26-1/2" 70.6 120.0 120.0 45.3 65.2 90.6 6 • 48.'• 120.0 120.01 19120.00 120.0 120.0 120.0 30" 100.8 120.0 120.0 64.8 93.1 120.0 30" 62.4 108.8 120.0 40.0 57.6 80.0 37"• • • 0.44 120.0 1 120.06 101.4 120.0 120.0 37' 81.8 120.0 120.0 52.4 75.5 104.8 37" 50.6 88.2 120.0 32,4 48.7 64.9 4 • 461/'• • 120.0 120.4 120.0. 89.3 120.0 120.0 42' 72.0 120.0 120.0 46.2 66.5 92.4 42" 44.6 77.7 116.8 28.6 41.1 57.1 • 48' 38-3/8' • 120.0 120.11:._:1404 78.2 112.6 120.0 48' 74-1/4" 63.0 109.9 120.0 40.4 58.2 80.8 48' 120" 39.0 88.0 102.0 25.0 36.0 50.0 / 54" 108.4 120.0 120.0 69.5 100.1 120.0 54' 59.0 97.7 120.0 35.9 51.7 71.8 54" 34.7 60.4 90.7 22.2 32.0 44.4 • • 16a"• • • •,3•. % 120.0. • • roil 62.5 90.1 120.0 60" 50.4 87.9 120.0 32.3 46.5 64.6 60' 31.2 54.4 81.6 20.0 28.8 40.0 • • 06•"• • •130.7 120.% • •116960/ 56.9 81.9 113.7 66' 45.8 79.9 119.9 29.4 42.3 58.8 66" 28.4 49.5 74.2 - 26.2 36.4 • •,11.72-1111 • I 81.1 120.0• t•0 52.1 75.0 104.2 72' 42.0 73.3 109.9 26.9 38.8 53.9 72" 26.0 45.3 68.0 - 24.0 33.3 19-1/8" • 11204 120,% • 41 1204 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 89.6 120.0 120.0 19-1/8" 89.0 120.0 120.0 57.0 82.1 114.1 ..21-44" • Ifo.e 120.0 • • PMA.0 120.0 120.0 120.0 26-1/2" 100.9 120.0 120.0 64.7 93.2 120.0 26-1/2" 64.2 112.0 120.0 41.2 59.3 82.3 30"• / 120.0 120.0 • • IAA, 114.3 120.0 120.0 30" 89.1 120.0 120.0 57.1 82.3 114.3 30" 56.7 98.9 120.0 36.4 52.4 72.7 • • 03.7"0 • 120.0• • 120.0 92.7 120.0 120.0 37" 72.3 120.0 120.0 46.3 66.7 92.7 37" 46.0 80.2 120.0 29.5 42.5 59.0 42" • .12.0.0 6 1204 •• 120.0 120.0 81.6 117.6 120.0 42" 63.7 111.0 120.0 40.8 58.8 81.6 42" 40.5 70.6 106.0 26.0 37.4 51.9 • • 48" 42' • • 1 111.4 120.: .: 2 71.4 102.9 120.0 48" 84" 55.7 97.1 120.0 35.7 51.4 71.4 48" 132" 35.5 61.8 92.7 22.7 32.7 45.5 ALUMINUM TUBE MULLIONS ECO WINDOW SYSTEMS, LLC. 9114 N.W. 106 STREET MEDLEY, FL 33178 TEL (305) 885-5299 FAX (305) 885-5902 • • •5• • • • •9j.0 120.0 • • 1204 63.5 91.4 120.0 54" 49.5 86.3 120.0 31.7 45.7 63.5 54" 31.5 54.9 82.4 20.2 29.1 40.4 60" • 120.0 120.0 57.1 82.3 114.3 60' 44.6 77.7 116.6 28.6 41.1 57.1 60" 28.4 49.5 74.2 - 26.2 36.4 66" • •89.1 81.0 120.0 120.0 51.9 74.8 103.9 66' 40.5 70.6 106.0 26.0 37.4 51.9 66" 25.8 45.0 67.4 - 23.8 33.1 72' 74.3 120.0 120.0 47.6 68.6 95.2 72" 37.1 64.8 97.1 23.8 34.3 47.6 72" 23.6 41.2 61.8 - 21.8 30.3 19-1/8' 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 120.0 120.0 120.0 78.4 112.9 120.0 19-1/8" 81.6 120.0 120.0 52.3 75.3 104.6 26-1/2" 120.0 120.0 120.0 107.3 120.0 120.0 26-1/2" 88.3 120.0 120.0 56.6 81.5 113.2 26-1/2" 58.9 102.6 120.0 37.7 54.3 75.5 30" 120.0 120.0 120.0 94.8 120.0 120.0 30" 78.0 120.0 120.0 50.0 72.0 100.0 30" 52.0 90.7 120.0 33.3 48.0 66.7 37" 119.9 120.0 120.0 76.9 110.7 120.0 37' 63.2 110.3 120.0 40.5 58.4 81.1 37" 42.2 73.5 110.3 27.0 38.9 54.1 42' 105.7 120.0 120.0 67.7 97.5 120.0 42" 55.7 97.1 120.0 35.7 51.4 71.4 42" 37.1 64.8 97.1 23.8 34.3 47.6 48' 50-5/8' 92.4 120.0 120.0 59.3 85.3 118.5 48' 96' 46.8 85.0 120.0 31.3 45.0 62.5 48" 144" 32.5 56.7 85.0 20.8 30.0 41.7 54" 82.2 120.0 120.0 52.7 75.9 105.3 54' 43.3 75.6 113.3 27.8 40.0 55.6 54" 28.9 50.4 75.6 - 26.7 37.0 60" 74.0 120.0 120.0 47.4 68.3 94.8 60" 39.0 68.0 102.0 25.0 36.0 50.0 60" 26.0 45.3 68.0 - 24.0 33.3 66' 67.2 117.2 120.0 43.1 62.1 86.2 66" 35.5 61.8 92.7 22.7 32.7 45.5 66" 23.6 41.2 61.8 - 21.8 30.3 72" 61.6 107.5 120.0 39.5 56.9 79.0 72" 32.5 56.7 85.0 20.8 30.0 41.7 72" 21.7 37.8 56.7 - 20.0 27.8 19-1/8° 120.0 120.0 120.0 119.5 120.0 120.0 19-1/8" 108.8 120.0 120.0 69.7 100.4 120.0 26-1/2' 120.0 120.0 120.0 86.3 120.0 120.0 26-1/2" 78.5 120.0 120.0 50.3 72.5 100.6 TYPICAL ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE 30' 118.9 120.0 120.0 76.2 109.7 120.0 30" 69.3 120.0 120.0 44.4 64.0 88.9 ANCHORS TYPICAL ANCHORS 11111 1"",' ^'�"' gill' 37" 96.4 120.0 120.0 61.8 89.0 120.0 37" 56.2 98.0 120.0 .36.0 51.9 72.1 HORIZONTAL MULLON 42" 84.9 120.0 120.0 54.4 78.4 108.8 42' 49.5 86.3 120.0 31.7 45.7 63.5 GLAZ NG _ 48 63" 74.3 120.0 120.0 47.6 68.6 95.2 48" 108' 43.3 75.6 113.3 27.8 40.0 55.6 VERTICAL PRODUCT 3 54" 66.0 115.1 120.0 42.3 61.0 84.7 54" 38.5 67.2 100.7 24.7 35.6 49.4 -MULLON /' 80" 59.4 103.6 120.0 38.1 54.9 76.2 60" 34.7 60.4 90.7 22.2 32.0 44.4 zd '' ` �HOR 66' 54.0 94.2 120.0 34.6 49.9 69.3 66° 31.5 54.9 82.4 20.2 29.1 40.4 LAZING PRODUCT GLAZING PRODUCT m OLTCAR. %I 72" 49.5 86.3 120.0 31.7 45.7 63.5 72" 26.9 50.4 75.8 - 26.7 37.0 N 3 GLAZING PRODUCT GLAZING PRODUCT TYPICAL ALL LOADS ARE EXT.(+)/INT.(-). TYPICAL ANCHORS NOTE; wl ANCHORS W2 MULLION SPAN 6111111.11111 ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. TYPICAL MULLION ARRANGEMENTS °s - k - E FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. WI + W2 WIDTH Engr. JAVAD AMNAO (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) (W) -CML 2 M. PE / 70592 Approved as complyin81vith the Ilmidn maidi,EFel, MIK! C NUAII CAN. 3538• C drawing no. M14-01 MI.V3i nrctS:71h ANCHORS , Y =.,. toy' :rS 114 (sheet 4 of 9 • • • • TYPICAL ANCHORS 2 PER CUP (1 ON EACH WING) TYPICAL ANCHORS 1 PER ANGLE \oQo `VQ1 CONCRETE M Al ST UC E •••• •• •" • •1- • • • ••• •• •• •• • • • • • • , • • • • • • • • • • #14 SMS I I /14 SMS • • • • 1-3/4" 0.C. MIN. 1 1 1-3/4" O.C. MIN. 4 PER CLIP 2 PER ANGLE FLOATING CUP SNUG FIT INSIDE MULL • • •• • • • • • ANCHORS TYPE 'A2' 2 X 2 X 1/8" ALUM ANGLE TYPICAL ANCHORS 4 PER CUP (2 ON EACH WINO) 14 SMS 1-3/4" O.C. MIN. 4 PER CLIP ANCHORS TYPE 'A4' TYPICAL ANCHORS 7 PER ANGLE �```/11111 OR CRCT UCE ,1=11 ' ^ 1. yrr..mmo FLOATING CUP SNUG FIT INSIDE MULL. (14 SMS 1-3/4" 0.C. MIN. 2 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE Approved as complying with Mu Florida Uuildly, Co Uatc NOAlf. HU utYP (ia TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4" DIA. ULTRACONS BY 'ELCO' (Fu -177 K51, Fy=155 KSI) CONCRETE 1-3/4" 2-1/2" 1/4" DIA. SELF DRILLING SCREWS (GRADE 5 CRS) METAL 1/8" 3/4" CONCRETE = l e = 3000 PSI MIN. METAL = 1/8" MIN. THK. STEEL Fy = 36 KSI MIN. 1/8" MIN. THK. ALUMINUM (6063-55 MIN.) ANCHORS MAY BE HEX OR FIAT HEAD. ALL CUPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKAU-RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. Env JAVAD AKIN) CML FLA PEC.AII. / 70592 3538 VIM 2,3 n1tt ALUMINUM TUBE MULLIONS Q 0 v 0 a 0 8 i v JLJ drawing no. M14-01 sheet 5 of 9) • • • • • • • TYPICAL ANCHORS TYPICAL ANCHORS 3 PER ANGLE • • • •• 6 PER CLIP (3 ON EACH WING) AL S U TU •... .n• • • •• •••• /14 SMS • • • • 1-3/4' 0.C. MIN. • • 6 PER CUP ••• • • •••• ANCHORS TYPE 'A6' FLOATING CUP SNUG FIT INSIDE MULL 1114 SMS 1-3/4" 0.C. MIS. 3 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4" DIA. ULTRACONS BY 'ELCO' (Fu=177 K51, Fy=155 KSI) CONCRETE 1-3/4" 2-1/2" 1/4" DIA. SELF DRILUNG SCREWS (GRADE 5 CRS) METAL 1/8" 3/4" CONCRETE = 1c = 3000 PSI MIN. METAL = 1/8" MIN. THK. STEEL Fy = 36 KSI MIN. 1/8" MIN. THK. ALUMINUM (6063-T5 MIN.) ANCHORS MAY BE HEX OR FLAT HEAD. 1 ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. Engr. JAVA° AHMAO CMI. FIA. PE )1 70592 Approvl RS ostepty °Milk CAN. 3538 floridnBuOA Ig ♦ I! �4 1)4c NOAO_ NIaJ _MAY 2'3 21% z C 0 os 0E o:< o0tia o =o 4 I6• 4 310 I: 15' ALUMINUM TUBE MULLIONS U -J 1 U) L NN 05 o o - Z 33 $ Zy 4- o U •w 0 W 01 drawing no. M14-01 (sheet 6 of 9) • • • TYPICAL ANCHORS 2 PER CLIP (1 ON EACH WING) TYPICAL ANCHORS 1 PER ANGLE FN.LED BLOCK OR W,.f0 5 'UC • •• •• •• • - -•- --.--I • • • •• 4______i •• • •••• #14 SMS I 1 /14 SMS • •1-3/4' 0.C. M19. 1 1 1-3/4' 0.C. M19. •.. 4 PER CUP 2 PER ANGLE FLOATING CLIP SNUG FIT INSIDE MULL • • • • •t • •• • • • • ANCHORS 'TYPE `B2' 11 II u I I 1 I I I 2 X 2 X 1/8" ALUM ANGLE TYPICAL ANCHORS 4 PER CLIP (2 ON EACH WING) TYPICAL ANCHORS 2 PER ANGLE 8 A flLLfD 3i CK\ 1. WO.D ST'U -E OR :!!1! 3/8" MIN. TYP. 114 SMS 1-3/4' 0.C. 1419. 4 PER CUP _FLOATING CUP SNUG FIT INSIDE MULL ANCHORS TYPE `B4a' /14 SM5 1-3/4" 0.C. MIN. 2 PER ANGLE 2X 2X 1/8' ALUM ANGLE Appmvcd as annplyh)g Nl69 *c Florida Blu)di NOAO UAIc _ $_ 2'11 M' L .c t C0nho TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. 01413E0. MIN. EDGE DIST. 1/4' DIA. ULTRACONS BY 'ELCO' MASONRY 1-3/4" 2-1/2" (Fu -177 KSI. Fy-155 KSI) W00D 1-1/2" 1' WOOD = 28Y W00D BUCKS OR W00D STRUCTURE S.G. = 0.55 MIN. MASONRY = C-90 HOLLOW/FILLED BLOCK Pm = 2000 PSI MIN. IBY OR 2BY WOOD BUCKS NOT 8Y ECO WINDOW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO BUILDING STRUCTURE. ANCHORS MAY 8E HEX OR FLAT HEAD. Eng-. JAVAD AHMAD CML FIA PE # 70592 CAP:. 3538 WY 2 3 20` ALUMINUM TUBE MULLIONS drawing no. M14-01 sheet 7 of 9 • •1••• ••• •• • ••• •• ••• • •• • • • • •••• • ••t TYPICAL ANCHORS 4 PER CUP (2 ON EACH WING) \ \1 FLOATING CLIP • ' • 1 • • • • • • 1 I 1 SNUG FIT INSIDE MULL • • 114 SMS 114 SMS 1-3/4" O.C. MIN. 1 I 1-3/4" 0.C. MIN. 6 PER CUP 3 PER ANGLE TYPICAL ANCHORS 2 PER ANGLE ' FILLED B C\ 'yQy11 89 OR • `• ANCHORS TYPE `B4b' 2 X 2 X 1/6" ALUM ANGLE Approved as complying Mot& Ike Florida Build Date NOM/ Mi, )acta TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4" DIA. ULTRACONS BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) MASONRY 1-3/4" 2-1/2" WOOD I-1/2" 1" WOOD = 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. MASONRY = C-90 HOLLOW/FILLED BLOCK ism = 2000 P51 MIN. !BY OR 2BY WOOD BUCKS NOT BY ECO WINDOW MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO BUILDING STRUCTURE. ANCHORS MAY BE HEX OR FLAT HEAD. Engr: JAVAD AHMAD CWA. FLA. PE 1 70592 CAN. 3538 P4F'l1T Z 3 20 4 z p g Z gg sgdgd L� mo 8 hh M d •E Q Q D Dor,$ Z I; g d 4 W e1 f s 7 3 ALUMINUM TUBE MULLIONS s droving no. M14-01 sheet 8 of 9 • •• • • • • • •••• • •• • • • • • • • • • • • • • • • • • • • • • •• •• •• • • • • • • •• #14 SMS SEE CHART FOR QUANTITIES TUBE MULLION #14 FH SMS 2/ SIDE 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULUON •• • •••• • • • •• • • • • • • •••• TUBES MAY BE NOTCHED AS SHOWN TO ALLOW INSTALLATION • • • OF CUP ANGLE CAULK JOINT AFTER ASSEMBLY • •• • • • • • • •••• • •• • • • • • • • • • • • • • • • • ACCESS HOLE — TUBE MULLION ®14 FH SMS 1-1/2" 0.C. MIN. SEE CHART FOR QUANTITIES THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION y /I 114 FH 51.15 2 PER CUP 1" 0.C. MIN. 1-3/4" X 2" X 1/8" (FOR 28Y TUBE) 3/4" X 2" X 1/8" FOR (18Y TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL #1 METAL TO METAL CONNECTION /14 SMS SUBSTRATE Ed. = MIN. EDGE DIST. MIN. CL TO CL SPACING ALUMINUM 5/8" 1/2" ANCHOR CHART N0. OF SCREWS TYPE A2 2 TYPE A4 3 TYPE A6 4 AT,PNYtd s9 mug4yhlg I 149 Mariana ' a' Date NOAH dtl:mli xeP Eagr: JAYHO AHAUD CML TTA PE 1 70592 CAN. 738 F�1�11 Z(fl4 0 3 z ALUMINUM TUBE MULL! (.5 cif ci U.i dro wing no. M14-01 sheet 9 of 9