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WS-17-2172Miami Shores Village 10050 N.E. 2nd Avenue NE Miami Shores, FL 33138-0000 Phone: (305)795-2204 Project Address Permit NO. WS-8-17-2172 ■ Permit Type: Windows/Shutters 'ork Cass fiPatior): Window/Door Replacem t Permit Status: APPROVED Issue Date: 8/29/2017 Expiration: 02/25/2018 Parcel Number Applicant 930 NE 96 Street Miami Shores, FL 1132060143010 Block: Lot: JOURDAN BINDER Owner Information Address Phone Cell JOURDAN BINDER 930 NE 96 Street MIAMI SHORES FL 33138- (305)519-7605 Contractor(s) Phone Cell Phone HURRICANE HOME PROTECTION INC (305)278-7476 Valuation: Total Sq Feet: $ 17,600.00 0 Type of Work: REPLACE 23 WINDOWS AND 5 DOORS No of Openings: 28 Additional Info: Classification: Residential Scanning: 5 Fees Due CCF DBPR Fee DCA Fee Education Surcharge Permit Fee Scanning Fee Technology Fee Total: Amount $10.80 $5.70 $5.70 $3.60 $380.00 $15.00 $14.40 $435.20 Pay Date Pay Type Invoice # WS-8-17-65008 08/29/2017 Check #: 142 08/29/2017 Check #: 143 Amt Paid Amt Due $ 50.00 $ 385.20 $ 385.20 $ 0.00 Available Inspections: Inspection Type: Window Door Attachment Final 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-a'n.. Futhermore, I authorize the above -named contractor to do the work stated. gnature: Owner / Applicant / Contractor / Agent August 29, 2017 Date Building Department Copy August 29, 2017 1 BUILDING PERMIT APPLICATION Miami Shores Village Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 RECEIVED AUG 2 9 201 FBC201'-t Master Permit No. W S ? Z Sub Permit No. BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP CONTRACTOR DRAWINGS JOB ADDRESS: - ia) City: Miami Shores County: Miami Dade Zip: )36 Folio/Parcel#: \1--V_c„a_ 10 Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: OWNER: Name (Fee Simple Titleholderr Oc n Z'1 odder Phone#7Ait.J"" 51 9 71005 Address: pq j fl@i G(,Q 5k City: 1 \1 ott'1 P� State: a... Zip: 33J38 Tenant/Lessee Name: ct�'1 t'' Phone#: Email: CONTRACTOR: Company Nam`` e.� ' 1 fr C . 1' '� rOtai'l n ..Ph;one#�✓5.2-91460 Address: 1\3QUt �W V-15 ct City: l"\ i CV'S%% State: �L- Zip: 3 (f) Qualifier Name�S �-1" "(\ ) Q_Zj�,Ce,S Phone#: �0p2 `(44((Ob State Certification or Registration #: _ 1 Certificate of Competency #: Ca- 07 8150,q4C0 DESIGNER: Ar hitect/Engineer:�� Phone#: Address: 1�j�T\ City: State: Zip: Value of Work for this Permit: $ ri • tit W Square/Linear Footage of Work: Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace n Demolition Description of Work: [23 � C Specify color of color thru tile: Submittal Fee $ Permit Fee $ CCF $ CO/CC $ Scanning Fee $ Radon Fee $ DBPR $ Notary $ Technology Fee $ Training/Education Fee $ Double Fee $ Structural Reviews $ Bond $ TOTAL FEE NOW DUE $ (Revised02/24/2014) Bonding Company's Name (if applicable) Bonding Company's Address City State Zip Mortgage Lender's Name (if applicable) Ovl� Mortgage Lender's Address NVpll 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: f certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. "WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT." Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature fD ing instru . ay of 3cu t)Qh U i ncle r me or who has produced ider NO Sign Print: Seal: OWNER or AGENT nt was acknoySledged before me this ,20n ,by ` h is personally known to Q (�J\ ttaliean1Qatti BERTHA PALMA 4':' COMMISSION # GG 037337 EXPIRES: F``•nary 10, 2021 )nded Thru NPublic Underwriters Signature The fore in instru y of a as me or who has produced ide CONTRACTOR ification and who di nowle ged before me this , by known to as Sig N • Y PUBLIC: eal: r9ah, BERTHA PALMA MY COMMISSION # GG 037337 EXPIRES: February 10, 2021 u Notary Public Underwriters **********************,r*****,************************************************************************** APPROVED BY Plans Examiner Structural Review Zoning Clerk (Revised02/24/2014) . QicAt Acce�a I � -kto-3b5-8375 Property--$,earch Application - Miami -Dade County Page 1 of 1 Summary Report Property Information Folio: 11-3206-014-3010 Property Address: 930 NE 96 ST Miami Shores, FL 33138-2524 Owner JOURDAN BINDER Mailing Address 930 NE 96 ST MIAMI SHORES, FL 33138 USA PA Primary Zone 1400 SGL FAMILY - 3001-3250 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY : 1 UNIT Beds / Baths / Half 3/3/0 Floors 1 Living Units 1 Actual Area 3,143 Sq.Ft Living Area 2,298 Sq.Ft Adjusted Area 2,558 Sq.Ft Lot Size 10,725 Sq.Ft Year Built 1934 Assessment Information Year 2017 2016 2015 Land Value $289,825 $299,981 $327,323 Building Value $190,678 $192,162 $193,646 XF Value $46,811 $47,276 $31,755 Market Value $527,314 $539,419 $552,724 Assessed Value $378,361 $370,579 $368,003 Benefits Information Benefit Type 2017 2016 2015 Save Our Homes Cap Assessment Reduction $148,953 $168,840 $184,721 Homestead Exemption $25,000 $25,000 $25,000 Second Homestead Exemption $25,000 $25,000 $25,000 Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). Short Legal Description MIAMI SHORES SEC 3 PB 10-37 LOT 8 & E1/2 OF LOT 9 BLK 76 LOT SIZE 75.000 X 143 OR 20555-1027 07 2002 1 Generated On : 8/29/2017 Taxable Value Information 20171 2016 2015 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $328,361 $320,579 $318,003 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $353,361 $345,579 $343,003 City Exemption Value $50,000 $50,000 $50,000 Taxable Value ! $328,361 $320,579 $318,003 Regional Exemption Value $50,000 $50,000 $50,000 Taxable Value $328,361 $320,579 $318,003 Sales Information Previous Sale Price OR Book -Page I Qualification Description 05/11/2017 $929,000 30536-1188 1 Qual by exam of deed 07/01/2002 $425,000 20555-1027 Sales which are qualified 06/01/1995 $220,000 16814-0198 Sales which are qualified 05/01/1993 $180,000 15929-1356 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: http://www.miamidade.gov/propertysearch/ 8/29/2017 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acki gwledgement: Qualifier/Owner Signature eQn •Sarda n Ewer Date Print Name li 1/11/12/13 A 13 13 I 12 11 NOT INCLUDED. nt q(v5 Cl94EL33►' 1ST FLOOR B! RECEIVED AUG 2 9 2017 • • .... • . . .. . COMPANY MARK TYPE WIDTH HEIGHT STYLE FRAME GLASS S. URE PRESSURE NEG. PRESSURE ZONE N.O.A. A HORIZONTAL ROLLER IMP. 36 3/4 38 1/8 XO WHITE CLEAR 44.6 59.8 5 15-0728.05 ECO B CASEMENT IMP. 19 38 1/8 XL WHITE CLEAR 44.6 48.4 4 15-0406.10 B1 CASEMENT IMP. 19 38 1/8 XR WHITE CLEAR 44.6 48.4 4 15-0406.10 MASONITE 1 C FRENCH DOOR IMP. 36 84 X WHITE CLEAR 41.5 53.4 5 FL-4334-R9 D FRENCH DOOR IMP. 32 86 X WHITE CLEAR 42.6 46.4 4 15-0603.13 E HORIZONTAL ROLLER IMP. 36 3/4 38 1/8 XO WHITE CLEAR 44.6 59.8 4 15-0728.05 F FRENCH DOOR IMP. 71 1/2 83 1/2 XX WHITE CLEAR 41.5 45.2 4 15-0603.13 G FRENCH DOOR IMP. 109 1/2 83 1/2 OXXO WHITE CLEAR 41.5 45.2 4 15-0603.13 ' H FRENCH DOOR IMP. 63 1/4 79 3/4 XX WHITE CLEAR 42.6 46.4 4 15-0603.13 I CASEMENT IMP. 37 72 1/2 XL WHITE CLEAR 42.6 55.8 5 15-0406.10 11 CASEMENT IMP. 37 72 1/2 XR WHITE CLEAR 42.6 55.8 5 15-0406.10 12 PICTURE WINDOW IMP. 47 72 1/2 0 WHITE CLEAR 41.5 53.4 5 15-0715.10 13 MULLIONS IMP. - 72 1/2 - WHITE - 41.5 53.4 5 14-0529.16 ECO 1 STOREFRONT IMP. 60 3/4 64 1/2 0 WHITE CLEAR 41.5 53.4 5 14-0910.07 K PICTURE WINDOW IMP. 21 1/2 18 0 WHITE CLEAR 44.6 48.4 4 15-0715.10 L HORIZONTAL ROLLER IMP. 36 3/4 50 3/8 XO WHITE CLEAR 42.6 55.8 5 15-0728.05 M HORIZONTAL ROLLER IMP. 73 3/4 50 3/8 XO WHITE CLEAR 41.5 53.4 5 15-0728.05 N HORIZONTAL ROLLER IMP. 36 3/4 50 3/8 XO WHITE CLEAR 42.6 55.8 5 15-0728.05 0 CASEMENT IMP. 36 3/4 50 3/8 XL WHITE CLEAR 42.6 55.8 5 15-0406.10 P CASEMENT IMP. 19 38 XL WHITE CLEAR 44.6 48.4 4 15-0406.10 Q HORIZONTAL ROLLER IMP. 36 3/4 38 1/8 XO WHITE FROSTED 44.6 48.4 4 15-0728.05 Q1 HORIZONTAL ROLLER IMP. 36 3/4 38 1/8 XO WHITE CLEAR 44.6 59.8 5 15-0728.05 . .. . • .. .. . .... .. . . .. ....• • • .. . . .. .. • .. • . . .. • . • • • • • • • • • . • • • • . . . .. . PERMIT #: M1'ami Shores Village SUBJECT TO COMPLIANCE WI i H ALL FEDERAL STATE AND COUNTY RULES AND REGULATIONS • • • ••• • • • gneq(c H:o o 1 ,iL 331 j 2ND FLOOR 0 COMPANY MARK TYPE WIDTH HEIGHT STYLE FRAME GLASS POS. PRESSURE NEG. PRESSURE ZONE N.O.A. ECO A HORIZONTAL ROLLER IMP. 36 3/4 38 1/8 XO WHITE CLEAR 44.6 59.8 5 15-0728.05 B CASEMENT IMP. 19 38 1/8 XL WHITE CLEAR 44.6 48.4 4 15-0406.10 B1 CASEMENT IMP. 19 38 1/8 XR WHITE CLEAR 44.6 48.4 4 11-040§.10 MASONITE C FRENCH DOOR IMP. 36 84 X WHITE CLEAR 41.5 53.4 5 F1.4'33- R9 ECO D FRENCH DOOR IMP. 32 86 X WHITE CLEAR 42.6 46.4 4 1S-0403.13 E HORIZONTAL ROLLER IMP. 36 3/4 38 1/8 XO WHITE CLEAR 44.6 59.8 4 1S..V28.05 11.0.601.13 F FRENCH DOOR IMP. 71 1/2 83 1/2 XX WHITE CLEAR 41.5 45.2 4 G FRENCH DOOR IMP. 109 1/2 83 1/2 OXXO WHITE CLEAR 41.5 45.2 4 1S'0603.13 15-080 03.13 H FRENCH DOOR IMP. 63 1/4 79 3/4 XX WHITE CLEAR 42.6 46.4 4 I CASEMENT IMP. 37 72 1/2 XL WHITE CLEAR 42.6 55.8 5 15-0406.10 11 CASEMENT IMP. 37 72 1/2 XR WHITE CLEAR 42.6 55.8 5 15-0406.10 12 PICTURE WINDOW IMP. 47 72 1/2 0 WHITE CLEAR 41.5 53.4 5 15-0715.10 13 MULLIONS IMP. - 72 1/2 - WHITE - 41.5 53.4 5 14-0529.16 J STOREFRONT IMP. 60 3/4 64 1/2 0 WHITE CLEAR 41.5 53.4 5 14-0910.07 K PICTURE WINDOW IMP. 21 1/2 18 0 WHITE CLEAR 44.6 48.4 4 15-0715.10 L HORIZONTAL ROLLER IMP. 36 3/4 50 3/8 XO WHITE CLEAR 42.6 55.8 5 15-0728.05 M HORIZONTAL ROLLER IMP. 73 3/4 50 3/8 XO WHITE CLEAR 41.5 53.4 5 15-0728.05 N HORIZONTAL ROLLER IMP. 36 3/4 50 3/8 XO WHITE CLEAR 42.6 55.8 5 15-0728.05 0 CASEMENT IMP. 36 3/4 50 3/8 XL WHITE CLEAR 42.6 55.8 5 15-0406.10 P CASEMENT IMP. 19 38 XL WHITE CLEAR 44.6 48.4 4 15-0406.10 Q HORIZONTAL ROLLER IMP. 36 3/4 38 1/8 XO WHITE FROSTED 44.6 48.4 4 15-0728.05 Q1 HORIZONTAL ROLLER IMP. 36 3/4 38 1/8 XO WHITE CLEAR 44.6 59.8 5 15-0728.05 .•.. •• .... . . .. . . .• . . .. • .. . .• . . • •• • .. • • • •••• • • • • ... • • • •• • • • • • . . .. .. • • • • • • • • . • • ••• . .. • •• • . • • • • • • ••• • • • • • • • • • • • • • .. . • • ••• .. • • • •• • • • • • . .• • • • • • • • •• • • • • • • • • • ••• ..• ••• • • .. • • • .. ... .. • • • • • • • .. • • • • • ••• .. 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 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 A1-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 14-0317.03 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAMI•DADE COUNTY APPROVED 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 NOA No. 15-0715.10 Expiration Date: June 17, 2019 Approval Date: September 03, 2015 Page 1 • • •.• • • • •.. .. .. . • • .• •• • • • . •• •• •• • • • •• • • •• •.•• • • • • • • • • • • • • 000 • • • • 000 • • • • • 000 • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• •• ••• • •1 •• •• •• •1 ••• •• • • • • • • • • •• • • • • • •.• •• Eco Window Svstems1LLC. 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 NOA#09-0413.08) 5. Test reports on: 1) Large Missile Impact Test per. FBC, TAS 201-94 2) Cyclic Wind Pressure Loading per FBC, TAS 203-94 along with installation diagram of a 47 5/8" wide x 96" high Eco-Guard series 300 aluminum triangular top fixed window, prepared by Hurricane Engineering & Testing Inc., Test Report No: HETI-08-2194, dated 01/15/09, signed and sealed b Candido F. Font, P.E. (Submitted under NOA#09-0413.08) Manuel Per , E. Product Control E a er NOA No. 15-0715.10 Expiration Date: June 17, 2019 Approval Date: September 03, 2015 E-1 • • .•• . . . ••. ... .• •• • • •• •• • • • • . • . • • A • • • • • .•• • • •• • •• . •. . . •. •• • • ••• • • • • • ••• • • • • • ••• • • • • • • •• • •• • • •. • .• •• • • • •• • • • . • . • • •• • • • • • • • •• • • • ••• •• ••. • .• • • • •• •• •• • • • • • • • • • .• • • • • • •.• •• 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 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 GIass 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 AI-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. C7gManue Pe ez, `.E. Product Control am' er NOA No. 15-0715.10 Expiration Date: June 17, 2019 Approval Date: September 03, 2015 E-2 1.608 1.813 F 1 1.000 2.750 FRAME HEAD/SILL/JAMB .875 FLUSH FRAME ADAPTER --I .750 r_ .81113 �� •803 .050�IF= 1111 44 GLAZING BEAD .375 .050 ANCHOR COVER ECO—GUARD SERIES-300 ALUMINUM FIXED 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 FIX./FIX. OR FIXED 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. 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 MUNTINS (SURFACE APPUED) OPTIONAL WINDOW WIDTH D.L. OPG. C.) 0 6" MAX. HEAD/SILL CORNERS 4 rt � - 1 12" MAX. HEAD/SILL 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. SHUTTERS ARE NOT REQUIRED. Engr: JAVAD AHMAD CML FLA. PE 70592 C.A.N. 38 102015 PRODUCT REVISPD as complying ►rith the Florida Building Code • nf5 -o 15• ICJ No E?x iration Date By Miami ade Product Co J m ro 0 0 0 w N o) 0 J z a 0. O 0 • • ••••I_• 2019 0 0 1' I 0 U in 0 co v • • U• 8 J • ♦ •,w N 2 w N - Li w coo U7 O oM • u • Z OU�w La a, 0 c 0 a c 0 or W 0 U UPDATED TO 2010 FBC MANUF, ADDRESS REV, UPDATED TO 2014 FBC J Jo 0 m vi 0 0 0 M 0 0 0 0 c a 0 dr. by: HAMID drawing no. W09-20 (sheet 1 of 5 3/16" ANN. GLASS .090" Interloyer Butacite PVB By 'Kuroray America, Inc.' 3/16" ANN. GLASS SILICONE DOW CORNING 899 GE SCS 2000 GLASS TYPE 'C' WINDOW WIDTH z 3 iD ov+ AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY #8 X 1-1/4" SMS AT 3-1/2" FROM ENDS AND 10" 0.C. MAX. 1- GLAZING OPTIONS WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH WINDOW WIDTH 1 WINDOW WIDTH WINDOW LENGTH W. LENGTH W. LENGTH W. WIDTH 3/16" HEAT STREN'D. GLASS .090" Interloyer SentryGlas By 'Kuroray America, Inc.' 3/16" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GE SCS 2000 GLASS TYPE 'D' WINDOW WIDTH r WINDOW WIDTH L AT 1/4 POINTS ON LITES WIDER THAN 36" ONLY #8 X 1-1/4" SMS AT 3-1/2" FROM ENDS AND 10" 0.C. MAX. ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'C' GLASS TYPE 'D' WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 24" 30" 36" 42" 48" 54" 60' 66" 72" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 36" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 24" 30" 36" 42" 48" 54" 60" 66" 72" 48" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 76.6 80.0 90.0 24" 30" 36" 42" 48" 54" 60" 66" 72" 60" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 66.8 71.3 80.0 90.0 60.2 64.2 80.0 90.0 60.2 64.2 80.0 90.0 60.2 64.2 80.0 90.0 24" 30" 36" 42" 48" 54" 60" 72" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 76.8 80.0 90.0 66.8 71.3 80.0 90.0 60.2 64.2 80.0 90.0 24" 30" 36" 42" 48" 54" S4„ 75.0 80.0 80.0 90.0 _75.0 80.0 60.0 90.0 75.0 80.0 80.0 90.0 70.0 70.0 80.0 90.0 65.6 65.6 80.0 90.0 64.3 64.3 80.0 90.0 24" 30" 36" 42" 48" 96" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 76.2 80.0 90.0 64.E 64.6 80.0 90.0 59.9 59.9 80.0 90.0 24" 30" 36" 42" 108" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 74.5 74.5 80.0 90.0 61.5 61.5 80.0 90.0 24" 30" 36" 120" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 74.5 74.5 80.0 90.0 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. GLASS TYPE 'C' GLASS TYPE 'D' WIDTH (W) LENGTH (L) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) 26-1/2" 37" 53-1/8" 74" 26, 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 26-1/2" 37" 53-1/8" 74' 38-3/8" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 75.0 80.0 80.0 90.0 26-1/2" 37" 53-1/8" 74" 50-5/8" 75.0 80.0 80.0 90.0 • 75.0 80.0 80.0 90.0 •- 71.3 76.0 80.0 90.0 • 71.3 73.1 80.0 90.0 • • 26-1/2" 37" 53-1/8" 63" 75.0 80.0 80.0 90.0 •• 75.0 80.0 80.0 90.0 • • 67.9 72.5 80.0 90.0:• 26-1/2" 37" 53-1/8' 76" 75.0 80.0 80.0 90.0 75.0 80.0 80.0 • 90.0 • • 67.9 69.9 80.0 90.0 L -J 5 W 1 NOTE; WIDTH AND LENGTH DIMENSIONS CAN BE ORIENTED VERTICALLY OR HORIZONTALLY AS SHOWN ABOVE. NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). Engr. JAVAD AMMO CML FLA. PE jf 70592 C.A.N. 35i38 PRODUCT REVISED as complying with the F1oiida Building Code O 1 A,:ceptanceAlo 15' t ti?x Million Date isy b;il.un' adc oduct • •, • V COMP-ANL\W09-20EC • • C in O .y c 0 o. .L 0 a> v W 0 0 0 0 0 a UPDATED TO 2010 FBC a 14 UPDATED TO 2014 FBC a) 0 .0 0 co N 0 0 0 0 0 0 0 0 4 '0 f 8 0 v drawing no. W09-20 sheet 2 of 5 1BY WOOD BUCK d Q e _ Q 6 • . TYPICAL ANCHORS SEE ELEV. FOR SPACING o. 4 WINDOW HEIGHT 0 Q+ W E4 X it 4 T11 IL li f It I I j! i; I I 0 z 0 g 4 • 4 4 � c 44 4 4. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING x co MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA 3D TYPICAL ANCHORS SEE ELEV. FOR SPACING WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. 1BY WOOD BUCK . V • TYPICAL ANCHORS SEE ELEV. FOR SPACING • •• • •••• • • • • • .. • 2B 00D BUCK OR WOOD ST'• TURE • TYPICAL ANCHORS SEE ELEV. FOR SPACING • ••. TYPICAL ANCHORS: SEE ELEV. FOR SPACING 1/4" DIA. ULTRACQN BY 'ELCO' (Fu=177 KSI, Fy=I55 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY BUCKS INTO CONIC. 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 DISTANCE 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 BLOCK AT JAMBS f'm = 1500 PSI MIN. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. PRODUCT REVISED ns complying with the Florida Building Code me �715. J Acceptance No • Expiration Date co O I" H et O 0 0 Ce ! g o 0 0* N a quo. 1) LI; te •Qw w u#tor tr .1 0' Q ,• JiNt it Xw c Vl CC N CC w it); 0 COMP -ANL\W09-20EC0 • • • TEL (305) 885-5299 C 0 O. L y C) v NO CHANGE THIS SHEET MANUF. ADDRESS REV. UPDATED TO 2014 F5C JD yo 4.,m vo N 0 0 n 0 4) 0 0 oQ u 0 M 11 0 i drawing no. W09-20 sheet 3 of 5 ITEM # PART I REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 FY301 2 FRAME HEAD/SILL/JAMB 6063—T6 — 2 FY302 AS REQD. GLAZING BEAD— 7/16" GLASS 6063—T6 — 3 FY303 AS REQD. ANCHOR COVER 6063—T5 — 4 E203 AS REQD. GLAZING BEAD BULB NEOPRENE ULTRAFAB 5 FLB-50 1 GLASS SPACER — 1/8' HIGH SILICONE FRANK LOWE 6 P10 x 1" 8 FRAME ASSEMBLY SCREWS CRS PH SMS 7 FY120 — FLUSH FRAME ADAPTER 6063-76 OPTIONAL 8 — 2/ UTE SETTING BLOCK EPDM DUROMETER 85t5 SHORE A TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4' MAX. SHIM MIAMI—DADE COUNTY APPROVED MULLION SEE SEPARATE NOA RECT. OR SQUARE WINDOWS TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH 0 WOOD R WOOD STRUCTUR WINDOW WIDTH 1/4" MAX. SHIMS EXTERIOR WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCKS CIRCULAR WINDOWS CORNER DETAILS 1/4" MAX. SHIM 1/8" THK. ALUM STRAP WELDED JOINTS TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE Engr: JAVAD AHMAD NIL FLA. ' ' 1 70592 C.A. 3538 1)02015 • • . • •• MITER CORNERS PRODUCT REVISED as complying with the Florida Building Code Acceptance No 1J' 4:I iS. IQ Ex • nation Date By 1V1i : i ade Product Con Z co 0 Z ch 17 W 3 d it O p IL p V•• p •* .0101 •O a t b 412 lc;8 le N < N: 0 Milt. 0 0 W 0 N 0 a 0 0 c 0 a U a> NO CHANGE THIS SHEET MANUF. ADDRESS REV UPDATED TO 2014 FBC D0 a) v 0 0 0 m 0 N 0 0 n 0 0 ra O c m V O drowing no. W09-20 sheet 4of 5 ALT. ALT. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE u TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MULLION & MULUON ANCHORS SEE SEPARATE NOA TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr: JAVAD AHMAD CML FLA. P # 70592 CA . 3538 0 2015 • . • • PRODUCT REVISED as complying with the Florida Building Code Acceptance No 1S� O? 5;,10 Expiration Date By Miami 19 r-. 0 U w 0 cn 0 3 z a 0 } CC N C) CC C7 U c O 0 0 NO CHANGE THIS SHEET MANUF. ADDRESS REV. NO CHANGE THIS SHEET T 4-0 0 m 0 00 0 0 0 0 0 0 0 0 C Q U [ O N 0 • A o u M..^.. ) [ Cdrowing no. W09-20 Csheet 5 of 5 J • . ... • • • ... •• •• • • . •• .. • • • . . • • • • • . • • • • • • • • • • • • • • ••• . . • • ••• • • ••• .. • • •• . • • • • . . .• • • . . . • • • •• • . 0 •• . • • • • • • • . ... ..• ... • • .. • • . 00 ... .. • . • • • . • .. . . . • . ... .. 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 (hi Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code, including the High Velocity Hurricane Zone. DESCRIPTION: Series "Eco-Guard 200" Aluminum Horizontal Rolling Window — L.M.I. 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 at the request of the Building Official. This NOA revises NOA# 14-0317.01 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as well as approval document mentioned above. • The submitted documentation was reviewed by Manuel Perez, P.E. MIAM1-DADE COUNTY APPROVED MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.miamidade.aov/economy NOA No. 15-0728.05 Expiration Date: 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.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. 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) Manue ere , P.E. Product Cont of Ex iner NOA No. -0728.05 Expiration Date: May 27, 2019 Approval Date: September 03, 2015 E-1 • • ••• • • • ... .• •• •• • • •• •• • • • . • • • •.• • • • • • . ..• . • • • . •• • • • . . ....... • ••. • • . ... • • • • • •• ..• • • • • . • • • • . • ... •• • . • • • . • •. •• • ..• ••• ... . •• • • • .. •l• .. • • • • . . . .. . . • . • •.. .. 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) Manuel P: P.E. Product Control . finer NOA No. 15- 1 728.05 Expiration Date: May 27, 2019 Approval Date: September 03, 2015 E-2 .• • • • • • . • ••• • . • ••. • • • • •• • •• • • . •• ••• • .• • ••. •. • • • •. • •. • • • • • • • • . • ••• • • . ••• • . • • • • • • •. • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• • • • • • •. • • • •• • • • •• • • • • • • Eco Window Systems, LLC. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC 5th Edition (2014), dated 07/08/15, prepared by AI-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, 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. Manuel ' • z, P.E. Product Contr i aminer NOA No. 15-0728.05 Expiration Date: May 27, 2019 Approval Date: September 03, 2015 E-3 2 3 1/2" MAX. HEAD/SILL CORNERS 72" WINDOW WIDTH 3" C. 4" I 1 1 1�t I i i t WINDOW HEIGHT 58 3/4" a VENT HEIGHT 55 7/8" II 1I I _ II II 4 0 p y 1{4` ---L—.a-1 _____;_ �, 1al 4„ =—=1L=/-/ =T /. 1t=—= ==== I _ 3 /I L II_ t`\ t t t 1 Y FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 31 1/4" D.L. OPG. 35 3/8" VENT WIDTH 32 3/4" D.L. OPG. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. 1/8" HEAT STREN'D. GLASS .090" Interlayer Butacite PVB By 'Kuraray America, Inc.' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GE SCS 2000 t0 AT 1/4 POINTS ON UTES WIDER THAN 36" ONLY GLASS TYPE 'A' 1/8" HEAT STREN'D. GLASS .090" Interlayer SentryGlos By 'Kuraray America, Inc.' 1/8" HEAT STREN'D. GLASS CD a I- WINDOW HEIG 111" 3 1/2" MAX. HEAD/SILL CORNERS VENT HEIGHT FALSE MUNTINS (SURFACE APPLIED) . MAY BE USED TYPICAL ELEVATIONS SILICONE DOW CORNING 899 GE SCS 2000 AT 1/4 POINTS ON UTES WIDER THAN 36" ONLY GLASS TYPE 'B' GLAZING OPTIONS t0 rn 3 WINDOW WIDTH 10 5/8" MAX. HEAD/SILL CORNERS 1 1 1 I l l t, 3" 1I I / II 1 j 1 D I 1 iI 1 /. 1 /. / -/ =—L=11-= — //1c r -1 1 1 1 ;I - _--�--•1_-i�--= ----- /! 1 I _- 3 _ 32 3/4" D.L. OPG. 36 7/8" VENT WIDTH 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 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interlayer Butacite PVB By 'Kuraray America, Inc.' 1/8" HEAT STREN'D. GLASS CARDINAL XL EDGE SPACER ST. STEEL SILCONE DOW 899 AT 1/4 POINTS ALL SIZES GLASS TYPE 'C' (2) ANCHORS AT MTG. STILE ENDS TYP. (4) ANCHORS REQD. FOR SIZES AND LOADS MARKED WITH '+' ON SHEET 2 ONLY 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 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 UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. SETTING BLOCKS AT LAM. GLASS AND INSUL. LAM. GLASS NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS Engr. JAVAD AHMAD CIVIL FI A. PE t 70992 CAN. 538 j 1 2015 PRODUCT REVISED as complying with the Flork% Building Code Acceptance No 15 - 0 2$.o5 EN irationDate 'FVk OJ9 By Minn' Dade Product Con Z Fa 4A. re 0-I a.o U. vot••• �, fr• e I to kga • W QQ Z NSF'.•. _l ( (l .4g co • 5 3 CJ • dm J • • W M CO O Oco M M Ul Or 3 1• 7co o U • Tw i WO c 0 Fn .5 L O 0. c) 0 W 0 0 4- 0 i UPDATED 70 2010 F8G UPDATED 70 2014 FBC T .o 0 O) 4- g •'1 0 n 0 N 0 N ci 0 m 0 0 W a N 0 0 I N 0 A 0 z drowing no. W09-12 sheet 1 of 7 DESIGN LOAD CAPACITY - PSF (X0, OX OR IX SIZES) WINDOW DIMS. W/0 REINF. WITH REINF. A GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2" 37" 53-1/8" 74" 26" 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 (3) 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2" 37" 53-1/8" 74" 4 70.0 80.0 80.0 90.0 70.0 80.0 38-3/8" 4 70.0 80.0 80.0 90.0 70.0 80.0 (4) 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2" 37" 53-1/8" 74" 50-5/8" (5) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 26-1/2" 37" 53-1/8" 74" 63" (6) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 68.9 77.5 80.0 90.0 70.0 80.0 6 70.0 70.0 80.0 90.0 70.0 80.0 8 70.0 70.0 80.0 80.4 * 70.0 80.0 24" 36" 48" 60" 72" �3) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 36" 48" 60" 72" ��) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 36" 48" 60" 72" is) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 80.0 80.0 90.0 70.0 80.0 8 70.0 80.0 80.0 90.0 70.0 80.0 24" 38" 48" 60" 72" (6) 4 70.0 80.0 80.0 90.0 70.0 80.0 4 70.0 80.0 80.0 90.0 70.0 80.0 6 70.0 70.0 80.0 90.0 70.0 80.0 6 70.0 70.0 80.0 90.0 70.0 80.0 8 70.0 70.0 80.0 87.6 * 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB * MAX. LOAD FOR THESE SIZES IS -90.0 PSF WITH (4) ANCHORS AT MTG. STILE ENDS t LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS 'XO OR OX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. W/O REINF. WITH REINF. A GLASS TYPE 'A' GLASS TYPE '8' GLASS TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 106-1/4" 111" 26" (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90,0 70.0 80.0 74" 106-1/4" 111" 38-3/8" (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 106-1/4" 111" 50-5/8" (5) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 106-1/4" 111" 63 (6) 9 70.0 70.0 80.0 90.0 70,0 80.0 12 70.0 70.0 80.0 82.6 * 70.0 80.0 12 70.0 70.0 80.0 80.4 * 70.0 80.0 72" 84" 96" 108" 24" (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84" 96" 108" 36" (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84" 96" 108" 48" (5) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84" 96" 108" 60" (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 9 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 90.0 * 70.0 80.0 12 70.0 70.0 80.0 87.6 * 70.0 80.0 A = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. 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) 4 . OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH 'XOX' DESIGN LOAD CAPACITY - PSF (XOX SIZES) WINDOW DIMS. A 19/0 RE[NF. WITH REINF. GLASS TYPE 'A' GLASS TYPE 'B' GLASS TYPE 'C' WIDTH HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) 74" 106-1/4" 111" 26, (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 74" 106-1/4" 111" 38-3/8" (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 12 - - 80.0 90.0 70.0 80.0 12 - - 80.0 90.0 70.0 80.0 74" 50-5/8" (5) 9 70.0 80.0 80.0 90.0 70.0 80.0 74" 63" (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 72" 84" 96" 108" 24" (3) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 72" 84" 96" 108" 36" (4) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 80.0 80.0 90.0 70.0 80.0 12 70.0 80.0 80.0 90.0 70.0 80.0 - - 80.0 90.0 70.0 80.0 72" 84" 96" �5) 9 70.0 80.0 80.0 90.0 70.0 80.0 9 70.0 70.0 80.0 90.0 70.0 80.0 12 70.0 70.0 80.0 90.0 70.0 80.0 72" 60" (6) 9 70.0 70.0 80.0 90.0 70.0 80.0 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 = NO. OF ANCHORS PER HEAD & SILL ( ) = NO. OF ANCHORS PER JAMB (1/4W) 4 OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH 'X0X' • • .• • • • • • • •• • • • • •• ••� • NOTE: 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 AHMAD CML FLA. PE ; 70592 C.A.M. 3538 2020 PRODUCT REVISED as complying with the Florida Building Code «'O Q Acceplance No Ex.iration Date 5By Mia .! i ade Product -Con w N . I �0 Q 0- 0 0 • • • • • • O CY revisions • U • • • J • a 2 c 0 Y 0 to w .0 x u) 0 0 0 z UPDATED TO 2010 FBC MANUF, ADDRESS REV. CLASS OPTION ADDED UPDATED TO 2014 FBC .n 0 N 0 '0 N 0 N 0 tri N 0 0 W 0 a N 0 0 dr. by: HAMID drawing no. W09-12 Stleet 2 of 7 ) 4 1BY WOOD BUCK A � Q E. TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE. DIST: • a INDOW HEIGHT iI I VENT HEIGHT a 4. TYPICAL ANCHORS SEE ELEV. FOR SPACING cn N Nr tit tot— wa Mt— cT.) 3 -J w0 ,! NO to METAL STRUCTURE TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI—DADE COUNTY APPROVED MULLION do MULLION ANCHORS SEE SEPARATE NOA EDGE DIST.* �Vu TYP CAL ANCHORS SEE ELEV. FOR SPACING WEEPHOLES: W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END AND 37" O.C. MAX. SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH JOINT SEALER. v. 1BY WOOD BUCK c itn = 9 D• TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING W000 BUCKS AND METAL STRUCTURE NOT BY ECO WOW. 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 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 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 f'm = 2000 PSI MIN Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 0 20l' PRODUCT REVISED as complying with the Florida Building Code Acccplancc No I • b !- 03 Ex iratio i Date By ► iirun >' ale Product Con CD J J Q CC LAJ W W 0 0 • •• • • J TEL. (305) 885-5299 ^ C O N .> c 0 c 0 0) v UPDATED TO 2010 FBC MANUF. ADDRESS REV. 0 g 0 0 UPDATED TO 2014 MC 4) 0 v 8 0 0 0 csi 0 VI 0 O C m U O lJ 0, v 0 u 0 A N 0J 0 0 dr. by: HAMID drawing no. W09-12 EDGE DIST. EDGE DIST. sheet 3 of 7 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING U m0 CC o O N O 3 a 0 NO3 0 W W METAL STRUCTURE 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING STEEL REINFORCING AS REQD. SEE SHEET 2 FOR CAPACITY WINDOW WIDTH VENT WIDTH D.L. OPG. - -SCREEN OPT XO LAYOUT EXTERIOR MIAMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA D.L. OPG. WINDOW WIDTH XOX LAYOUT TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4° MAX. SHIMS • v 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING VENT WIDTH -SCREEN OP • • •• • • • WI • • • U' O • W • • • STEEL REINFORCING AS REQD. SEE SHEET 2 FOR CAPACITY SCREEN OPT. WINDOW WIDTH WINDOW WIDTH 1/4" MAX. SHIMS 1BY WOOD BUCKS TYPICAL ANCHORS SEE ELEV. FOR SPACING Engr. JAVAD AHMAD CML FLA. PE # 70592 C.A.N. 3538 2015 PRODUCT REVISED as complying with the Florida Building Code Acceptance No I Expiralion Date By Mianade Product Con 0! •• • • • • •. • • • • • • • •• tq et Vo 0 N � J � 0 Z r / O 1- 0, t' W OA Q Q Z N re O 0 0 O W 00 V IL Li C u. O ti 1.•••• O Q TI.•Y• • Y • •n QO 2 i. •Q,� W N • • Lii Z 0 4,.. .. • •. tn,s a• vtoat •• • •a 6 2'.o• F • ,--,-,, • • • • N J •••• o _I lip in co Z Vc) • 03 J CC W elI! I— tr } W o ill x I- cc 0 CD 00 (0 in CD av 0 O � I CI I 41 — W (1 } z 'ro- w O 0 ,_w W cn CC cc? W y) C 0 N .j 1:1L 0 0 0, 0 z s 0 0 Cl 0 0 CO w a NO CHANCE THIS SHEET MANUF. ADDRESS REV. O O 0 1- 0 in UPDATED TO 2014 FBC .n a m O n 0 N M 0 O O 0 0 C m U a W drawing no. W09-12 sheet 4 of 7 j TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING ALT. METAL STRUCTURE EDGE DIST. 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING 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 4 a Kell 4. 0 4 . *wit W � ' ALT. INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER Engr: JAVAD AHMAD CML FLA. PE # 70592 C.A. . 3538 0 2015 PRODUCT REVISED as complying with the Florida Building Code Acceptance No E • iration Dale . •• .•• • • • .. •• ... • •. ..• • . • • .. V, et J Z ti O i �W a N o c O "' N t. • 0 ••• Q aQ�� N6-a szs. vs • it z m .• 5tr) .2 •j .56 rm U W N 0) 0 -J 0 0 0 • •• • • • r� N O • N v c 0 0 U) 4) 0 NO CHANGE THIS SHEET MANUF, ADDRESS REV. NO CHANGE THIS SHEET UPDATED TO 2014 FBC Q) 0 0 0 r O n O M7 O N 0 0 0 V 0 N 0 N I drowing no. WO -12 (sheet 5 of 7 3.249 .813 0 0 FRAME HEAD 1.610 FRAME SILL O VENT TOP/BOTTOM RAIL Os JAMB STILE O7 MEETING RAIL 1.314�j j�ll S7 I F.250 .340 II ��f .312 .062 O3 SILL TRACK .5001.187 -1 2.750 .062 2.812 .874 F� 1.687 O MOV. FRAME JAMB O FIXED MTG. RAIL 2.812 L.969 1.688 .750 .062 2.750 O FIXED FRAME JAMB ri STEEL REINFORCING .045 �} r--.130 GLAZING BEADS `2a FLUSH FRAME ADAPTER ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 FY201 1 FRAME HEAD 6063—T6 — 2 FY202 1 FRAME SILL 6063—T6 — 3 FY203 1 SILL TRACK INSERT 6063—T6 — 4 FY205 AS REQD. MOV. FRAME JAMB 6063—T6 — 5 FY101 AS READ. FIXED FRAME JAMB 6063—T6 — 6 FY104 1/ VENT FIXED MTG. RAIL 6063—T6 — 7 FY105 1/ VENT VENT INTERLOCK 6063—T6 — 8 FY206 1/ VENT JAMB STILE 6063—T6 — 9 FY107 2/ VENT TOP AND BOTTOM RAIL 6063—T6 — 10 FY108 AS REQD. GLAZING BEAD (LAM. GLASS) 6063—T6 — • 10A FY110 AS REQD. GLAZING BEAD (INSUL. LAM. GLASS) 6063—T6 — • 11 — AS REQD. REINFORCING BAR STEEL — 12 — AS REQD. REINFORCING BAR STEEL •• —• 13 FY204 AS RTEQD. ADD —ON SILL RISER 6063—T6 USE AS REQD. • • 14 FY208 4/ VENT ROLLER HOUSING & GUIDE CELCON — • • : 15 FY209 2/ VENT ROLLER BRASS i — •• 16 FY210 2/ VENT ROLLER PIN ST. STEEL — • • 4 • 17 #8 X 1" AS REQD. FRAME/VENT ASSEMBLY SCREWS CRS P.H. SMS ' 18 #8 X 3" 2/ VENT FIX. RAIL SILL SCREWS (SILL END) CRS • P.H. SMS • 0-419 W23181 AS REOD. FIN SEAL W'STRIPPING — ULTRAFAB 20 0300T190 AS REQD. BULB SEAL Q—LON SCHLEGEL 21 E207 AS REQD. BULB SEAL SANTOPRENE ULTRAFAB, DUROMETER 65±5 22 E203 AS REQD. GLAZING BEAD BULB SANTOPRENE ULTRAFAB, DUROMETER 65±5 23 FLB-50 AS REQD. GLASS SPACER SILICONE FRANK LOWE 24 SL203P 2/ VENT SWEEP LATCH — SULLIVAN & ASSOC. 25 #8 X 1/8" 2/ LATCH LATCH INST. SCREW ST. STEEL OH SMS 26 WA2L 2/ WDW. WEEP VALVE — PREFERRED ENG. PRODUCTS 27 — 1/ VENT 5/16" BOX SCREEN — OPTIONAL 28 FY120 — FLUSH FRAME ADAPTER 6063—T6 OPTIONAL 29 — 2/ LITE SETTING BLOCK EPDM DUROMETER 80±5 SHORE A Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 PRODUCT REVISED as complying with Ibe Florida Building Cbde Acceptance No 15•0 8 EN iration Date I3y Dadc Product Co)ttr U COMP—ANL\W09-12ECO ram,e• • 4d, O. J •..• o rn m N 03 00 03 revisions: 0 c0 0 UPDATED TO 2610 FBC MANUF. ADDRESS REV. OPTION ADDED UPDATED TO 2014 FBC a) 0 0 O 0 N n 0 0 • 0 tri 0 O C m 0 t 0 0 N 0 0 v x a u drawing no. W09 —12 sheet 6 of 7 FRAME TOP CORNER VENT TOP/BOTTOM CORNERS FRAME BOTTOM CORNER FIXED MTG. RAIL CORNER Engr: JAVAD AHMAD CIVIL FLA. 'E # 70592 CA. 3538 p 2015 . • , .. .... .•.f ••1 • • • 0 • •• • ••.• • • • • • •• PRODUCT REVISED as complying with the Florida Building Code Acceptance No ice? _ 28.05 E piration Date By N C 0 Q) L N co 0 a u. 0 U w N_ rn 0 Z 0 0 0 • U••. - J •• it'•t to • m C LO W rO I'" } w U- OMO in Lo 0 Z � co W iris tO 1� r0 U w W rn� - J ) O 0 N 4) U NO CHANGE THIS SHEET MANUF. ADDRESS REV. NO CHANGE THIS SHEET NO CHANGE THIS SHEET G) 0 0, 0 O N M O O O 1) 1) O 0 C U O W date: 02-24-09 n 0 ai 0 5 x c ) drawing no. W09-12 [sheet 7 of 7 • • ••• • •• •• • • • • • • • • • • • • ••• • • • • • • • ••• • • • • ••• •• •• • • • • • • • • • • • • • ••• • • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• •• • • • • ••• •• ••• • • •• • • • •• ••• •• • • •• • • 1 • • • • • • • ••• •• • 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 500" Outswing Aluminum Casement Window — L.M.I. APPROVAL DOCUMENT: Drawing No. W11-05, titled "S-500 Alum. Outswing Casement Wdw. (L.M.I.)", sheets 1 through 6 of 6, dated 02/23/11, with revision 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. 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, series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises and renews NOA No. 13-0206.07 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P. E. MIAMI-DADE COUNTY APPROVED MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.mia mid ade.gov/economy NOA No. 15-0406.10 Expiration Date: May 19, 2021 Approval Date: July 02, 2015 Page 1 • • ••. • '. • •, . • • •.• •� •• • • • • • . • • ••• . • . • •• • •• • • • ° • 000 • • • • • • • . •. • • ••• • ..• • • . . • . • • • . • • • • • • • . . • • • • • • • .•• • • • •• ••• • ••• • . • •• • • • •• • ••• 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. Manuel P e , . E. Product Contro Ex finer NOA No. 15-0406.10 Expiration Date: May 19, 2021 Approval Date: July 02, 2015 E-2 • • • . ••• • • • •• . • • • • • . •. . •• . • •• • • • • • • • • • • . • . . •.'. • • • • • • . . • . • .. . • • • •... ..• • • • • ... •• ' • • •• • • • .. . • . • ••• 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 AI-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 Candid() 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. a i• rez,P.E. Product C , ntro Examiner NOA No. 15-0406.10 Expiration Date: May 19, 2021 Approval Date: July 02, 2015 E-1 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 OF THE FLORIDA BUILDING CODE. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. MAXIMUM DESIGN LOAD RATING = + 70.0 PSF (FOR SIZES SHOWN OR SMALLER) - 75.0 PSF 1/8" TEMP. GLASS 1/8" HEAT STREN'D_ GLASS .090" Interloyer DuPont Butocite PVB By 'Kuroroy Americo, Inc.' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 0 ww X w GLASS TYPE 'A' 3/8" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interloyer DuPont Butocite PVB By 'Kuroray America, Inc.' 1/8" HEAT STREN'D. GLASS 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 5/8" MIN, TYP FALSE MUNTINS (SURFACE APPLIED) MAY BE USED 37" WINDOW WIDTH 35" VENT WIDTH 29 3/8" D.L. OPG. a ut m� Qz WINDOW HEIGHT u n 12" MAX. HEAD SILL TYPICAL ELEVATION 3/16" HEAT STREN'D. GLASS .090" Interloyer DuPont Butocite PVB By 'Kuroray Americo, Inc.' 3/16" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 O w w GLASS TYPE 'B' to m o 7" MAX. HEAD/SILL CORNERS PRODUCT REVISED as complying with the Florida Building Codc Acceptance No iration Date y; it Fado Product t^,ontro NO GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05 —DEC —219 0 Fw W rx a0. — Ja. rx C W ✓ 2 ro 0 o•a o 11.• • • 0.dj ti • �pplr •• • • ' • t7 C'l J •r'•lts 4141411. J • •I • • 6 POINT LOCK LOCKING POINTS SEE CHART WDW. HEIGHT UPTO NO. OF KEEPERS AT SASH 26" 2 38-3/8" 3 50-5/8" 4 63" 5 76' 6 -04 06.ZO 7teoz2 Engr. JAVAD AHMAD CIVIL FLA. PE # 70592 CA.N.I 3538 2 3 2015 s CO OD 0 CO • x en rn N co co co 0 J 1- ui c 0 N .5 1 c 0 a `u N v 0 .0 UPDATED TO 2010 FBC MANUF. ADDRESS REV. UPDATED TO 2014 FBC PER RER COMMENTS 0 0 0 N IM 0 3'r 0 1(] 0 Vr 0 0 C m u 0 w r , n 0 V 0 11 u N drawing no. W1 1-05 (s eet 1 of 6 • • ' •••• • ••••• • •••.. • ••••• •••.•4 .• • •.•••• • . •.•••• • • INDOW HEIG EDGE DIST. VENT HEIGHT a e v .d.a <n Q G A a EDGE DIST. 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING L zz 0 SCREEN 0 rc O TYPICAL ANCHORS SEE ELEV. FOR SPACING 1BY WOOD BUCK 2 En EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE Fr MIAMI—DADE COUNTY APPROVED MULLION & MULLION ANCHORS SEE SEPARATE NOA WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. EDGE DIST. 1BY WOOD BUCK v v PRODUCT REVISED • as complying with the Florida TIPPICAL ANCHORS ' Building Code SEE ELEV. Acceptance N FOR SPACING Explrnli. Date J w EDG DIST.E m 0 W o o o o rmv o� ANN TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS: SEE ELEV_ FOR SPACING 1 /4" DIA. ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 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) It 1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS) # 14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) ". INTO METAL STRUCTURES STEEL : 1/8" THK. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) #12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS) INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8") (NO SHIM SPACE) 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, 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. 26.'1.0 Engr: JAVAD AHMAD CML FLA. PE # 70592 C./' N. 3538 N 23'Z015 0 • i O •• • .$ •J rn •— •••'n : 01 . uo. fn 0M w U X ?- W LI t/1 w rn O o'er n O Ln Z � COW } o O :41• 9: d W In 0 v C 0 a 0 fn a, W 0 0 U m a NO CHANGE THIS SHEET MANUF. ADDRESS REV. UPDATED TO 2O14 FBC PER RER COMMENTS a .Q of O D r- Csi b O 0 M m O Q m 0 M N 0 II N 0 x D 0 Vc drawing no. W11--05 sheet 2 of 6 • • • • ••••.. • • • OOOO• • ••••• • • ••••• •••••. • • OOOOO• • • •••••• • • ado Product Con 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE -SCREEN OPT 4 EXTERIOR D.L. OPG. VENT WIDTH WINDOW WIDTH 1 /4" MAX. SHIMS 18Y WOOD BUCK TYPICAL ANCHORS SEE ELEV. FOR SPACING MIAMI-DADE COUNTY APPROVED MULLION SEE SEPARATE NOA WINDOW WIDTH TYPICAL ANCHORS SEE ELEV. FOR SPACING WINDOW WIDTH PRODUCT REVISED as complying with the Florida Building Cods /f G — o4 o . Acceptance No •L�••/ �•/�� ExirauonDam 'J-t L iPo2z By, ade Product Con rol 1/4" MAX. SHIM 28Y WOOD BUC R Engr: JAVAO AHMAD CIVIL FI.A. PE # 70592 C.&N. 3538 3201ri 00 STRU URE TYPICAL ANCHORS SEE ELEV. FOR SPACING • • • U w ut 0 J I Z ►° 0- si '4 a w a2 A. a re t fr.?0 0MI et 0 D. et O LL O t / 0000 ' '•• •• O � •N 1 o.N•0.ri ,• •• CFI • • lee. 4,1 •.M� Ip r•• '• • • J • . c• •J ••el . 3 • to ao•7 z Li 0 w(— F- V) w < >- W 8 U ( °3 0 to r : i cp M ir) C 0 N .> O L TEL. (305) 885-5299 z w 0 0 w MANUF. ADDRESS REV. UPDATED TO 2014 FBC NO CHANGE THIS SHEET 1) •O n 0 n 0 0 ai 0 U) N 0 O C CO W dote: 02_23-1 x 0 drawing no. W1 1-05 sheet 3 of 6 ••.• • • • • • • •••• • •••.• •• • ••••• • • • • �• • • •••••l • 1 • EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING TYPICAL ANCHORS SEE ELEV. FOR SPACING EDGE DIST. EDGE DIST. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURE 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 INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER PRODUCT REVISED as complying with the Florida Building — Acceptance 04O6.a o Acceptptente No pirotion Date - -,IL //021 ado Pr ' uct Con rol Engr: JAVAD AHMAD CIVIL FLA. PE fi 70592 C.A.N. 3538 drawing no. •••• • • • • • 00000 • • 00000 00000 • •••.•� 0 FRAME HEAD/SILL/JAMB 2.354 1.330 2.094 .062 .372 .896 L .719 .590 2.813 0 —1.582—=-I VENT 2.688 .062 .500 , 76. U9 h 2.611 15 FLUSH FRAME ADAPTER 03 GLAZING BEAD (5/16" LAM. GLASS) 1.750 1.750 .493 .493 14 CORNER KEY 0 GLAZING BEAD (INSUL. LAM. GLASS) 0 SNUBBER — FRAME 394 CI GLAZING BEAD (7/16" LAM. GLASS) .245 .780 .120 b I � .720 SNUBBER — VENT ITEM PART # QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E501 4 FRAME HEAD/SILL/JAMB 6063—T6 — 2 E502 4 VENT 6063—T6 — 3 FY108 AS REQD. GLAZING BEAD (5/16" LAM. GLASS) 6063—T6 — 3A E505 AS REQD. GLAZING BEAD (INSUL. LAM. GLASS) 6063—T6 — 38 FY109 AS REQD. GLAZING BEAD (7/16" LAM. GLASS) 6063—T6 — 4 E508 AS READ. SNUBBER — VENT, FULL LENGTH 6063—T6 — 4A E509 AS REGD. SNUBBER — FRAME, FULL LENGTH 6063—T6 — 5 E506 OPTIONAL SCREEN FRAME 6063—T5 — 7 #10 X 1-1/4". AS REQD. FRAME AND VENT ASSEMBLY SCREWS — H WH SMS 8 E203 AS REQD. BULB WEATHERSTRIPPING, DUROMETER 65 SANTOPRENE ULTRAFAB 9 E203 AS REQD. GLAZING BEAD BULB, DUROMETER 65 SANTOPRENE ULTRAFAB 10 35.12.00.400 2/ VENT 4 BAR HINGE, AT TOP AND BOTTOM STEEL TRUTH, INSTALLED WITH (2) #10 X 5/8" SDS 11 13096.92 1 MULTI POINT LOCK SYSTEM ZAMAK TRUTH 12 — 6/ VENT KEEPER STEEL — 13 — 1/ VENT ROTO OPERATOR ZAMAK/STL. TRUTH 14 PSJ40—SS 2/ CORNER FRAME/VENT CORNER KEY ST. STEEL — 15 FY120 AS REQD. FLUSH FRAME ADAPTER 6063—T6 OPTIONAL 16 — 3 ANTI SAG SKATE NYLON M&M PLASTICS 17 #10 X 1-1/4" 2/ SKATE FH SDS SKATE SCREWS — — 18 #8 X 3/4' AS REQD. FH SMS SNUBBER SCREWS — IN PAIRS 2" APART, PAIRS SPACED AT 7-3/4" 0.C.• 19 — 2/ LITE SETTING BLOCK, 3/16" X 3/4" X 4" LONG EPOM DUROMETER 80t5 SHORE A • 20 FLB-50 — GLASS SPACER — 1/8" HIGH SILICONE FRANK LOWE 21 — — INSUL. GLASS EDGE SPACER ST. STEEL CARDINAL XL SEALANT: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE—MOREHEAD SM5504 SEAM SEALER. PARIMETER CAULKING SICAFLEX 15LM ON EXTERIOR ONLY. LOCKS: MULTIPOINT LOCK SYSTEM #13096.92 BY 'TRUTH' AT FRAME JAMB LOCK OPERATOR #24.33.XX.004 AT 8-1/2" FROM SILL FASTENED TO JAMBS WITH (2) #10 X 5/8" SMS. LOCK BAR SECURED TO JAMB WITH LOCK GUIDES #33489.00.0001 SPACED AT 12-3/4" 0.C. MAX. EACH GUIDE FASTENED WITH (2) #10 X 1" P PH SMS STAINLESS STEEL KEEPERS #31964.92 AT VENT EACH FASTENED WITH (2) #10 X 5/8" P FH SMS SEE CHART ON SHEET 1 FOR QUANTITIES HINGES: 4 BAR ST/ST HINGES #35.12,00.400 BY 'TRUTH' LOCATED AT TOP AND BOTTOM CORNERS FASTENED WITH (2) #10 X 5/8" P PH SELF DRILLING SCREWS OPERATOR: SINGLE ARM ROTO OPERATOR #52.13.012 8Y 'TRUTH' LOCATED AT SILL END FASTENED WITH (6) #10 X 1" P PH SMS OPERATOR TRACK #30175 AT BOTTOM RAIL FASTENED WITH (2) #10 X 1" P PH SMS ANTI -SAG SKATES: VINYL ANTI —SAG SKATES BY 'M&M PLASTICS' (2) AT LOCK STILE AT 6-3/4" FROM TOP/BOTTOM RAILS (1) AT BOTTOM RAIL AT 4" FROM LOCK STILE EACH FASTENED WITH (2) #10 X 1-1/4" P FH SDS. PRODUCT REVISED as complying with the Florida uilding Code 5 „ r\if O6.4Q Acceptance No J. A E iraU, Date 13y Miami • ade Product Co Irol /2oz1 Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C A.N. 3538 i FAX. (305) 262-6978 0 in w 0 J 0_ 0 Z O I- ' g '. O w N 0 CU 1 ✓ Q ri ••• • •(' i4 8 •• 1 • O 04 cg el • • Sir. — t o COe • ▪ • ol • C N I • �•w ; • W y •Z— �Nyy r2 ••• •• ,i E•F'••• 4 ♦••• I'm) • • • �• • • U •••<1• ffili• _1• rn '• J • • • i° 4 I • COO I 1 Z idM w I— 1— N (1) w } Lit L c� In rY co 3 lD� N IN— O o "� It — i o Z 5.�� } a Z ,L j 0 o O'ov v) U — w -1 1 W o v) 0-1 C 0 C 0 C a U N G) .0 0 0 z m hi a NO CHANGE THIS SHEET MANUF. ADDRESS REV. UPDATED TO 2014 PBC PER RER COMMENTS a) 0 N 0 d CSI 0 n O, ri 0 N N 0 0 CO w 0 l drawing no. W1 1-05 sheet 5 of 6 • • •••• r• • • • ••••l • • • OOOOOO • • ••••. • • ••••• •••••• •• • •••••• • • •••••• • • VENT CORNER PRODUCT REVISED as complying with the Florida Building Code /1 [.� �. � 06 . .LO • Acceptance No �J Ex iration Date /20ZI. By Mianu ►a)'e Produce Co FRAME CORNER Engr: JAVAD AHMAD CML FL& PE f 70592 C.A.N. 38 (./JU 2 ` 2015 • '•; • • • ••i •. • •1 • .� .• ..• . • '•1 J FAX, (305) 262-6978 0 w Ln 0 O J Z a 0 0 • • • • • • J w F revisions C 0 :7, u co G) NO CHANGE THIS SHEET MANUF. ADDRESS REV. NO CHANGE THIS SHEET NO CHANGE THIS SHEET 0 N N O n O O N O) O 5, f�) 0 0 C Q m U 0 Id (Ni O B N 4/ N a u drowing no. W1 1-05 sheet 6 of 6 • • ••• • •• •• • • • •• • • • • • •• •• •• •• • • ••• •• • • •• • • ••• • • • • • .• • • • • • .• • • ••• • • • • • • • • •• • • •• • • • • • • • • • • •• • • •• • • •• • • • • ••• •• ••• • • •• • • • •• ••• •• 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.M.Y. 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 RATING: Large 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 G1 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 of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA #12-0402.03 and consists of this page 1 and evidence pages E-1, as well as approval document mentioned above. The submitted documentation was reviewed by Ishaq I. Chanda, P.E. MANMADE COUNTY APPROVED 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.mia midade.gov/economy NOA No. 15-0603.13 Expiration Date: March 20, 2019 Approval Date: October 15, 2015 Page 1 . ... . . . ... .. .. . • .• . .. .. . • . . •. . •• . • . • . • • • . • • . . • • . . • ....... .... • • ... • . . ... . •. • • • • • • • . . • •• . • • .... • • • • . • . • . • . ... ..• ... • .. . . . .. ... .. • . . • • .. • • • • . ... .. 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. B. 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(5tt' 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 (5th 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 approved by PERA. haq I. Chanda, P.E. Product Control Examiner NOA No. 15-0603.13 Expiration Date: March 20, 2019 Approval Date: October 15, 2015 E-1 SERIES 600 ALUMINUM OUTSWING ENTRANCE DOOB SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2. STAND ALONE SINGLE SIDELITE SEE SHEET 3. SINGLE AND DOUBLE LEAF 000RS 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 'Kuroray America, Inc.' 1/8" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GLASS TYPE 'GI.' 1/8" TEMP. GLASS 5/16" AIR SPACE 1/8" HEAT STREN'D. GLASS .090" Interlayer Saflex Clear And Color Gloss By 'Eastman Chemicol Co.' 1/8" HEAT STREN'D. GLASS 3/16" HEAT STREW°. GLASS .090" Interloyer Butocite PVB By 'Kuraroy Americo, Inc.' 3/16" HEAT STREN'D. GLASS SILICONE DOW CORNING 899 GLASS TYPE 'G2' SILICONE DOW CORNING 899 GLASS TYPE 'G3' • • • SETTING BLOCKS AT LAM. GLASS REQD. FOR WIDTHS EXCEEDING 36" ONLY"' NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS ST. STEEL METAL SPACER SILICONE 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 AMMO CIVIL FLA. PE # 70592 C.A.N. 3538 4.2015 •. •. • • 1'RODUC P REVISED ea eoniplying with the Flor$ata Iwidla& Coda Acecptaoct No 1 S^6L03. I E>,*aMtw Date/VAF 2d) 20?? M 1st 1. (ttib"� M1tti�>taf Paoli Yenisei Control CO ti 01 cNo 0 ti 0 m M ▪ ..•• 01. • h - 4• • •M M • • ,�0tl4 • J�.• •tGW� a •. • • • c • 0 .> 0 J J c 0 a 0 w 0 v UPDATED TO 2014 FBC COMP —ANL\W12-08ECO •-t • • N • • an PER RER COMMENTS TEL (305) 885-5299 .n • • • 01 0 ro N 'G 0 N_ 0 N_ 0 0 0 U N n N 0 la 1; °u N dr. by: HAMID «u drawing no. W12-08 (sheet 1 of 9 m .03 FRAME HEIGHT LEAF HEIGHT 5" MAX. HEAD/SILL CORNERS 0 l0 CO 39 3/4" MAX. FRAME WIDTH 12" MAX. HEAD SILL 0 mommi k II 11 / 11 II / II _1J_ / I / I , L I // 11 I ACTIVE \IIl LOCK OPTIONS #1 OR #2 (OPTION 2 SHOWN) SEE SHEET 7.1 FOR DESCRIPTION u m SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 1 1 26 15/16" D.L. OPG. 37" MAX. LEAF WIDTH (X) DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) DOOR DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(+) INT.(-) 39-3/4" 37" 98" 70.0 75.0 10 rn 76" MAX. FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3" 0.C. 5" MAX. HEAD/SILL CORNERS 12" MAX. HEAD SILL — / , -1/_ //11\\ / I / Q \ \ \ LOCK P1iONS #1 OR #2 \ r____ (OPTION 2 SHOWN) SEE SHEET 7. FOR DESCRIPTION /� ,/ / / / / / / / / / FRAME HEIGHT 96 3/8" LEAF HEIGHT 86 7/8" D.L. OPG. \ 1 / __I / \ \ \ --- / =if ,� 11 \ I O 1 p ACTIVE Y INACTIVE \ I J / � SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 26 15/16" D.L. OPG. I 26 15/16" O.L. OPG. 37" MAX. LEAF WIDTH 1 DOORS LOAD CAPACITY - PSF DOUBLE (XX) DOOR DIMS. LAMINATED GLASS FRAME WIDTH LEAF WIDTH FRAME HEIGHT EXT.(+) INT.(-) 76" 37' 98" 70.0 75.0 GLASS D.L.O. DIMS. D.L.O. HEIGHT = FRAME HEIGHT - 11.125" 0.L.0. WIDTH (X DOORS) = FRAME WIDTH - 12.813" 0.1.0. WIDTH (XX DOORS) = (FRAME WIDTH - 22.125")/2 NOTE: EGRESS REQUIREMENTS TO BE REVIEWED BY BUILDING OFFICIAL. 5" MAX. HEAD/SILL CORNERS 37 3/16" MAX. FRAME WIDTH 12" MAX. HEAD SILL 00 rn 00 a 0. 0 SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM El 300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-21 9 32 3/4" D.L. OPG. (0) STAND ALONE SINGLE SIDELITE SEE SHEET 3 FOR CAPACITY Engr: JAVAD AHMAD CML FLA. PE # 70592 C.AN. 3538 PRODUC 1 REVISED OS complying with the Florida }Wain& Cate ts-�obG3• j3 Acceptance No Expirations Dale 1 )dl. ` IrAr'�I 0 U W OD 0 w O U —w J W W Q1 H N 0 a 0 v 2 0 0 U a w UPDATED TO 2014 FBC PER RER COMMENTS • • • a v 0 v 0 0 N 0 N 0 0 c CO 0 I a Vl v 0 D drawing no. W12-08 sheet 2 of 9 DESIGN LOAD CAPACITY - PSF STAND ALONE SINGLE SIDELITES SIDELITE SIDELITE WITHOUT FRAME FRAME REINFORCING WIDTH HEIGHT INCHES INCHES EXT.(+) INT.(-) 24 70.0 75.0 30 70.0 75.0 36 82 70.0 75.0 37 70.0 75.0 42 61.7 66.1 24 70.0 75.0 30 70.0 75.0 36 86 70.0 75.0 37 70.0 75.0 42 61.7 66.1 24 70.0 75.0 30 92 69.8 69.8 36 64.1 64.1 37 63.3 63.3 24 63.3 63.3 30 98 57.8 57.8 36 53.1 53.1 37 52.4 52.4 SINGLE SIDELITE WIDTH DESIGN LOAD CAPACITY - PSF S!DEUTES WITH SINGLE OR DOUBLE LEAF DOORS (SEE NOTE BELOW) SIDELITE FRAME WIDTH INCHES SIDELITE FRAME HEIGHT INCHES WITHOUT REINFORCING WITH REINFORCING EXT.(+) INT.(-) EXT.(+) INT.(-) 24 30 36 37 42 82 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 30 36 37 42 86 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 70.0 75.0 61.7 66.1 61.7 66.1 24 30 36 37 92 70.0 75.0 70.0 75.0 69.8 69.8 70.0 75.0 64.1 64.1 70.0 75.0 63.3 63.3 70.0 75.0 24 30 36 37 98 63.3 63.3 70.0 75.0 57.8 57.8 70.0 75.0 53.1 53.1 70.0 75.0 52.4 52.4 70.0 75.0 REINFORCING AS READ. SEE CHART 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 OR SIDELITE CHART WILL APPLY TO ENTIRE SYSTEM. GLASS D.L.O. DIMS. D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.000" D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.438" N 00 Q1 rn 5" MAX. HEAD/SILL CORNERS SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED CLUSTER OF (4) ANCHORS AT HEAD/SILL I II II II / / INACTIVE 1 (11 32 3/4" \ \' O.L. OPG. D.L. OPG. SIDELITE FRAME WIDTH MAX. - SEE CHART AT LEFT 148" MAX. TESTED FRAME WIDTH HEAD & SILL ANCHORS AT STILE ENDS (4) AT 3" 0.C. LO (0 �SE 12" MAX. HEAD SILL K OPIO OR/#2 '7N1 S SHEET • DESCRI D.L. OPG. LEAF WIDTH 39 3/4" MAX. (SINGLE) 76" MAX. (DOUBLE) DOOR FRAME WIDTH (OXXO) 0 Z o i- Hw °a� CLfl O 8 1- ✓ Q •.•• 0� • qj • r� Q -• • • ,. • • • • • •• •• •• Di m 4 7 mW Z '0 0 0 PROIIUC f REVISED as complying with the FMrida Wain' Code Aeeeplemee No i G6G • Espleafloo Dote ' 1" .. lS�tiMtcl�na �� MAX. UNIT TESTED FRAME AREA NOT TO EXCEED 100.72 SQ. 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: JAVAD AHMAD CIVIL . PE # 70592 .A.N. 3538 04 2015 Couto., U w 00 0 zd. a. 0 0 • • N• •••.•• • N ••• I 0 0 i 0 a a UPDATED TO 2014 FBC REV. PER RER COMMENTS a 0+ 0 0 i0 0 U) N O O N N O O C a m 0 drawing no. W12-08 sheet 3 of 9 9/16" MIN. THROW BOLT PENETRATION EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING • 00 1/2" MIN. THROW BOLT PENETRATION SHIM SPACE GLAZING OPTIONS SEE SHEET 1 Q 14 'v cn TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 0 W EDGE DIST. PROPERLY SECURED 1BY WOOD BUCK EDGE DIST. TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING ce 0 8 2BY WOOD 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 WOOD 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) #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 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 f'c = 3000 PSI MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. METAL STRUCTURE ce 0 1 W TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING r� cr 0 w MIAMI-DADE COUNTY APPROVED CLIPPED MULLION SEE SEPARATE N•A Engr: JAVAD AHMAD CML F PE ij 70592 N. 538 U 4 AM TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING M 414 O I- Qa re 0 O ; r • `. O 2 P1 ••QQM G • • At co i i(l1 •• • .0. Ai 2 •. • w -•ties • • • PRODUC r REVISED as eomplylag will. li►e Flurkh bwdlag Code AeeeptiwceNo 1 0603.E liapisaliaa Dale A�lol� iw`aef Castro" DOOR DETAILS z_ 0 CO COMP-ANL\W12-OSECO • ••� • .•• TI• N • p• • IA • • •• • • ••40• •• CO ••i CO to x w w co (OM O M -1 6 .-w rn� c 0 a L 0 Vi N 0 1) 0 W a rc UPDATED TO 2014 FBG REV. PER RER COMMENTS • O b N 0o 0 N 0 0 0 c a ei 0 N 0 a drawing no. W12-08 sheet 4 of 9 • • • •• • • • • • • 1 . • • • • • • • 1/4" MAX. SHIM TYPICAL ANCHORS SEE ELEV. FOR SPACING w w 1 METAL STRUCTURE SEE SPEC SHEET 4 1/4" MAX. •. SHIM TYPICAL ANCHORS SEE ELEV.'. ' FOR SPACING 1/4" MAX. 0 DOUBLE DOOR FRAME WIDTH CONCEALED FLUSH BOLTS LEVERS AT STILE FACE ACTIVE LEAF EXTERIOR O.L.O. SINGLE DOOR FRAME WIDTH CONCEALED FLUSH BOLTS LEVERS AT INSIDE FACE OFSTILE 2 POINT LOCK ASSEMBLY 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 4 POINT LOCK ASSEMBLY DOOR DETAILS Engr: JAVAD AHMAD CML FLA. PE fi 70592 .A.N. 3538 2015 1/4" MAX. SHIM 2BY WOOD 8CK OR WOOD STR TURE EE NOTE HEET 1 TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 0 w co 0 0 F. w g0 a Dal w CC 0 O� h 7 �0Owm�•..• • • •�> Q g••• •.Q•aa0 14 • •• �•�•N prp .'• • • I W-O CI •t� •• •..J-mt LiNF"•• ••• 0 m _• • < • s-1 • • • • o• 0 w U z w }w Li z (n CO t` <!) r O 1-- 3 r7 rn) o O oM ' m Cl `-- j a Z� m o Z >2 in to id a 0 ' O -4-J v O _ww w cn Wrn� COMP-ANL\W . c O a L u N v a Er NO CHANGE THIS SHEET REV. PER RER COMMENTS PRODEIC f REVISED r complying whit the Florida Weeding Cod+ N Aeaplaa+ce No 1t Oba3.1 c F.iplc is Date( �i2o {�..:v_� It l f-Lik_ .L IAG.u.- Mt►1tl PI* ►ncieel Comical <� a) 0 v tn 0 0 N 0 0 0 0 c Q 0 date: 02-13-12 • u 1) 0 v u N rd .0 drawing no. W 12-08 sheet 5 of 9 w a 0 00 rn w 0 0 0 X EDGE DIST. EDGE DIST. , , TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING GLAZING OPTIONS SEE SHEET 1 s 0) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING 1/4" MAX. SH1M ., TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 w w METAL STRUCTURE SEE SPEC SHEET 4 TYPICAL ANCHORS SEE ELEV. FOR SPACING 1/4" MAX. •. SHIM .' 1/4" MAX. SHIM EXTERIOR D.L.O. 42" AT 86" HT. 37" AT 98" HT. 1BY WOOD BUCK v a 0 • w • ft( li7 • •0 • 1Ql) MAX. SINGLE SIDELITE WIDTH #12 SMS AT 5" FROM ENDS AND 11" O.C. MAX. 0 D.L.O. EXTERIOR SIDELITE WIDTH REINFORCING AS READ. SEE SHEET 3 16 L TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 G �h- • •..�eu 3 W 1 • wuj -0 to •� • ••,I Mg• •••• •••1t41+`Ti2•I- •• •• •••i ( • • • H • PRODUC f REVISED • w co npiyln; *Ric the Florids t• Code • A Isphaece No iS-O Lb3.13 E .plral4M Date t�OW 'NNW LEAF WIDTH 39 3/4" (SINGLE) 76" (DOUBLE) D.L.O. MAX. UNIT FRAME WIDTH SIDELITE DETAILS MAX. 000R FRAME WIDTH Engn JAVAD AHMAD CAL FLA. PE i; 70592 .A.N. 3538 \1 61.1 2015 4111 ee o• S U l0 w • U • o• •••a• J • Lo •••c (n • M too LI-I M } w u) IT_ r Ni rnrn in oc.4 Z_ t� co O.4-o� U rW al co :1_ • • • • • • • • •• • • • • • • • in C 0 .y .> C 0 0. c U 0 N w Oa a a a 2 0 O U w ec s T 0 Z7 N 0 0 O 0 O 0 m U M a a drawing no. W12-08 (sheet 6 of 9 ITEM # PART # REQD. DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 E601 DOOR FRAME HEAD/SILL 6063 -T6 2 E602 FRAME COVER 6063-T6 3 E603 000R FRAME JAMB 6063-T6 4 E604 SIDELITE TOP & BOTTOM FRAME 6063-T6 4A E626 SIDELITE 9° BOTTOM FRAME 6063-T6 5 E605 SIOELITE FRAME JAMB 6063-T6 6 E606 SIDELITE SLIP ON JAMB 6063-T6 7 E607 LEAF TOP & BOTTOM RAIL 6063-T6 7A E625 LEAF 9" BOTTOM RAIL 6063-T6 8 9 10 E608 LEAF W'STRIP ADAPTER 6063-T6 E609 LEAF HINGE STILE 6063-T6 £610 LEAF LOCK STILE 6063-T6 11 E611 LEAF ASTRAGAL STILE 6063-T6 • •• •• 12 E612 LEAF ALIGNMENT BRACKET 6063-T6 •• 0 M" H Q2 cc O h v0 M •�•. • as 8... $• •ZiN • •td 3 LL • • W (• ••,0MQ•j •4. E.W. /..• 13 13A 14 E613 E613 E614 LEAF CLAMP HINGE BACK-UP PLATE GLAZING BEAD (5/16" LAM. GLASS) 6063-T6 6063-T6 6063-T6 4-1/4° LONG 12" LONG •. •• •. 14A 15 E109 E615 GLAZING BEAD (7/16" LAM. GLASS) GLAZING BEAD (INSUL. GLASS) 6063-T6 6063 -T6 16 E616 SNAP COVER 6063-T6 •• • • • • 17 E613 BOLT SUPPORT 6063-T6 NOT SHOWN 18 AS REQD. SIDELITE MULLION REINFORCING 6063-T6 19 FD-107 3/ LEAF BUTT HINGES ALUMINUM SULLIVAN & ASSOC. 20 FB1202 FLUSH BOLT LEVER SULLIVAN & ASSOC. 21 FBR914SS CONCEALED FLUSH BOLT ROD ST STEEL SULLIVAN & ASSOC. 22 23 24 25 #12 SMS AS REQD. FRAME ASSEMBLY SCREWS #12 X 3/4" W11323 HINGE INSTALLATION FASTENERS FH SMS 3/8" DIA. THREADED ROD PILE W'STRIPPING STEEL WOOL ULTRAFAB 26 27 E20618-KN-3020 E206 BULB W'STRIPPING GLAZING BEAD BULB SANTOPRENE SANTOPRENE EPDM ULTRAFAB 28 GLASS SPACER SILICONE FRANK LOWE RUBBER CO. 29 E622 FLUSH BOLT CUP NYLON 30 DL01 RC BLACK BOLT SUPPORT BLOCK POLYETHYLENE INTERLOCK 31 OLO 1 WB WHITE BOLT SUPPORT BLOCK POLYETHYLENE ACME PLASTIC 33 34 35 plc) X 3/4" 2/ ADAPTER FH SELF DRILLING SCREWS 2/ LITE 2/ IJTE SETTING BLOCK, 1/4" X 1/2" X 4" LONG SETTING BLOCK, 1/4" X 3/4" X 4" LONG EPDM EPDM AT 6" FROM EACH END, DUROMETER 80±5 AT 6" FROM EACH END, DUROMETER 80±5 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SCHNEE MOREHEAD JM5504 SEALANT. Engr: JAVAD AHMAD CML FLA. PE # 70592 C . N. 538 )4?O15 PRODUC r REVISED as complying wit I%e Florida Isandiag Cods Acoptonce NeIS700 '13 EwpltMler I4114111 t 'u redact Clairol 1 N 0 0 N 0 •. •• rn N co co 0 M O 6 c 0 0. C 0 N 0 U a UPDATED TO 2014 FBC REV. PER RER COMMENTS a 0 b N tO 0 u, 0 0 0 0 • n drawing no. W12-08 sheet 7 of 9 LOCKS: OPTION #1: ACTIVE LEAF: 4 POINT LOCK ASSEMBLY DL01-6007 BY '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 INACTIVE LEAF: 2 POINT LOCK ASSEMBLY BY '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 /� / / / / / / \ \ ..,, b \ r \ ACTIVE HINGES: vsi / / \ / \ / \ / \ / \ / \ / i/ \ lc / \ /i / \ 1, / \ 1-4 / \ / \ / \ / \ \ / INACTIVE ' ( ACTIVE 3-1/2" X 7-5/8" X .122" THK. EXTRUDED ALUM HINGE PART #FD-107 BY SULLIVAN & ASSOC. 3 HINGES PER LEAF BOTTOM HINGE AT 10-1/4" FROM BOTTOM TOP HINGE AT 11-3/4" FROM TOP CENTER HINGE AT MIDSPAN (38" O.C. MAX.) HINGES FASTENED WITH #10 X 1" FH SMS (5) SCREWS AT HINGE STILE (6) SCREWS AT FRAME JAMB OPTION #2; 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 8Y 'SULLIVAN & ASSOC.' 1/2" X 2" THROW BOLTS ENGAGING FRAME AT HEAD AND SILL MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE LOCATED AT 10-5/8" FROM TOP AND BOTTOM LOCK FASTENED TO STILE WITH (2) #8-32 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" FH MS /I 1 // / / / i/ / \ \ \ \ 1 ACTIVE X / / fI jII\ \ / \ / \ / \ / \ / \ / // \ / % / /, \ " \ • ' i / )i / \ / \ / \ / \ / \ / \ / N1 / INACTIVE ACTIVE Engr. JAVAD AHMAD CML FLA. PE 70592 CA 3538 015 • •S t. • • • -; O. • • U _I •J W U PRODUC T REVISED b eo*pfying with the Florida leteltaktg Cod* Aeeepfs eNNO (5-0h03.13 Sa iradesDootte �-' 2p l VI ie�f�f c[�Ce1Iff41 w N co (No N 0 •• 0I• • f� • • • W • LLi • (reco O • rnf O On N • o 5z o O -I-J.M.. O W 0) • • •• •• .• ,• itr 0 N C 0 U N UPDATED TO 2014 FBC • • 1• A 0 0 '0 n 0 N N 0 b 0 0 N O 0 0 Q m N k n 0 A oo 0 N 0 drowing no. W12-08 (sheet 7.1 of 9 4.000 .078 .625 t 1.625 2.062 0 DOOR FRAME HEAD/SILL O SIDELITE TOP & BOTTOM FRAME .329 FRAME COVER �{ r- .687 050 1.197 4 SNAP COVER 4.000 .078 L`'J DOOR FRAME JAMB '-1.750- 4.750 O LEAF TOP/BOTTOM RAIL LEAF HINGE STILE LEAF LOCK STILE 4.000 LEAF ASTRAGAL STILE 1.500_1 .719 SIDELITE FRAME JAMB 2.081 J � I"-.519 .803 .045 1-1 1.047 14 GLAZING BEAD 5/16" GLASS I j�-.394 .803 .050 1.047 GLAZING BEAD 7/16' GLASS -r 130 .803 I .045 1.172 15 GLAZING BEAD INSUL. GLASS 8.250 I-�1.750�i 7A 9" BOTTOM RAIL 9.000 1.625 SIDELITE 9" BOTTOM FRAME .312 O LEAF W'STRIP ADAPTER .094 31�_ .442 1.584 LEAF ALIGNMENT BRACKET 1.574 .375 .125 LEAF CLAMP HINGE BACK-UP PLATE -�{ 1.250 jb-- .719 C 6) SIDELITE SLIP ON JAMB 7so d-.281 .125 3.781 18 SIDELITE MULLION REINFORCING Engr: JAVAO AHMA0 CML FLA. PE # 70592 C.A.N. 538 PROIUC f REVISED ti congSKySuv with I lit Fieri42 }waling C441* Accepieocc Nuys Qmaj3 &Oradea Deis3+ .jI1 DAM r odret Coibird c c 0 N C c 0 .L 0 m v NO CHANGE THIS SHEET . T v 0 N co 0 t) 0 4) N 0. • • 0 m dote: 02-13-12 II 0) s 0 0 d$ a a u ) drawing no. W12-08 (sheet 8 of 9 . . . . . . .� . . DOOR FRAME CORNER SIDEL1TE FRAME CORNER SIDELITE MULLION SLIP ON JAMB CQRNER Engr: JAVAD AHMAD ML FLA. F, # 70592 CA.V. 3538 SF a201J 22 d5 PRODUc r REVISED i. t , Florid gk93 ECa)had • • • ••• • • • • • • • . • • • • • • ▪ • . • • K •• • • e • N O J •.o• •-J • u9 • ••+33 M.M ill. • M V } w LI_ to CO ko r7 O on Z_ T 3 6 O d-8 U —w W o TEL. (305) 885-5299 c C O a) L 0 a 0 co 4) rD NO CHANGE THIS SHEET REV. PER RER COMMENTS • • � • • • • •. T G) O N 0 r O O n 0 0 0 c m U Li 0 n 0 ) drawing no. W12--08 LEAF CORNER sheet 9 of 9 • • ••• • • .. .. • • • .. • • • • • • • • • • • • ••• • • • • • • • • • ••• • • • ••• • • • • ••• • • ••• • • •• • • • • .. • • • • • • • • • • • • • • • • .. • • • • • • • • • • ••• .. ... • .. . • • .. ••• .. • • • • • • • • • .. • • • • • ••• .. COUNTY DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADtiMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eco Window Systems, LLC 9114 NW 106 Street Miami, Tl. 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 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 AI—Farooq Corporation, signed and sealed by Javad Ahmad, P. E., bearing the Miami —Dade County Product Control Section Approval stamp with the Notice of Acceptance number and Approval date by the Miami —Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted herein RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami ---Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA consists of this page 1 and evidence pages E---1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Jaime D. Gaseon, P. E. - MIAIII—DADE COUNTY, FLORIDA PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2�99, www.miantidade.govleeonomy 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-08-2166C, 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 5th 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 CERTIFICATIONS 1. None. E-1 4 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 OF ACCEPTANCE: EVIDENCE SUBMITTED 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. OTHERS 1. None. E-2 Jaime D. Gascoi P. E. Product Control Section Supervisor NOA No. 14-0529.16 Expiration Date: October 23, 2019 Approval Date: October 23, 2014 MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT. AND CAN BE USED WITH ALL MIAMI-DADE COUNTY APPROVED IMPACT AND NON -IMPACT RESISTANT PRODUCTS. RECTANGULAR ALUMINUM TUBE MULLIONS USING MULLION PROPERTIES ONLY NOTES: THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). ALL GLAZING PRODUCTS USED WITH THESE MULUONS MUST MEET THE APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD, WATER INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC. WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL COVERING (STUCCO, TILE ETC.). ANCHORING CONDITIONS OTHER THAN THOSE 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. INSTRUCTIONS: USE CHARTS AND GRAPHS AS FOLLOWS. STEP 1 STEP 2 STEP 3 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7 FOR PARTICULAR OPENING. USE MIAMI-DADE COUNTY APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD REQUIREMENTS. USE CONNECTION TO MULLION AS PER PRODUCT APPROVAL. USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH STEP 4 DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. USING ANCHOR TYPES ON SHEETS 5 THRU 9 AND ANCHOR CHARTS STEP 5 ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE. 'i lCflT 7c--11----- II u 1._ IH' _L- _ � I c l-r-- _, ii, 4.000 II II III ----I / 1 IAS �t) 1 7 J ,_,5—r 1 TYPICAL WINDOW FRAME 11 6.000 2.000 TUBULAR SHAPES ALLOY = 6063-T6 - "- TYPICAL --0:— : -GLAZING PRODUCT �r - 11 I 1jw11 3.000 MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS HORIZONTAL OR VERTICAL SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING AprIfIDViNi as 4.x)13M1)1yMg W) tic IVOh'1 .4 'il s='J_`ct coil t, Engr: JAVAD AHMAO CIVIL F'LA. PE # 70592 C.A.N. 3538 1.000 4.000 03 ani z 0 3 J •• •• • • • • • • •• •• •• w ••w ( ) •••• . . • • U J J vi W >- Ci 0 0 z 0 0 Lil ••.ry. • al 1) • • • 1 I) 0 0) cn co co 0 J m 0 F 4) c 0 a 0 y (L) v >. .0 0 0 C m 0 drowing no. M 14- 01 (sheet 1 of 9 • • • • • • • • • • • • • • • • •u•••• • • • • Ix = .9502 IN\4 Sx = .6335 IN\3 1 X 3 STD. MULLION 6063-T6 1.000 r-� 125 -.125 4.000 ix = 2.0374 IN\4 Sx = 1.0187 IN\3 1 X 4 STD. MULLION 6063-T6 -"j 1.000 .125 Ix = 1.538 IN\4 Sx - 1.0254 IN\3 1 X 3 CUSTOM MULLION 6063-T6 .125 Ix = 3.1878 IN\4 Sx = 1.5939 IN\3 1 X 4 CUSTOM MULLION 6063-T6 2.000 .125 4.000 Ix = 2.9762 IN\4 Sx = 1.4881 IN\3 2 X 4 STD. MULLION 6063-T6 --.125 i 2.000 .125 L. 2.000 I 1/2" MIN. ANGLE CLIP 6063-T6 -1 .718 I-- .125 TYP. 2.125 r 1.718-1 .125 TYP. 2.125 f� 5.500 5.500 ^{ NOTCH OPTIONAL 1/2" MIN. 1/2" MIN. NOTCH OPTIONAL 1/2" MIN. 2" MIN. 6.000 r2.000-1 F.125 .125 Ix = 8.2757 IN\4 Sx = 2.7586 IN\3 2 X 6 STD. MULLION 6063-T6 2.000--1 u,250 6.000 Appawtki as comply n3 with the I•iotirhl3iulrlu + C'w{: PiOMJ Zj ' ulip t'i r.'onix Engr: JAVAO AHMAD CIVIL FLA. PE 70592 C.A.N. 3538 MAY 2'3 2O1' Ix = 15.2031 IN\4 Sx = 5.0677 IN\3 2 X 6 HEAVY MULLION 6063-T6 --.250 • •4 •4 .• •• . • . • o a O cc ▪ 0 O t h ✓ M.. a co d i • ON •Iw3>�.G •1+. z lfe) 2 ' et 70, . • 4 • • �•• • .• •. c 0, 0 .5 Q) c 0 Cl U N 0) 0) 0 0 0 c c 0 0 v csi U 0 T u drawing no. M14-01 MULLION CLIP 6063-T6 MULLION CLIP 6063-T6 (sheet 2 of 9i DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) WINDOW DIMS. WIDTH (W) MULL SPAN 1 X 3 STD. 1 X 4 STD. 1 X 3 CUSTOM 1 X 4 CUSTOM 2 X 4 STD. 2 X 6 STD. 2 X 6 HEAVY WINDOW DIMS. WIDTH (W) MULL SPAN 1 X 3 STD. 1 X 4 STD. 1 X 3 CUSTOM 1 X 4 CUSTOM 2 X 4 STD. 2 X 6 STD. 2 X 6 HEAVY 19-1/8' 26-1 /2" 30' 37' 42" 48" 54' 60" 66" 72" 38-3/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 112.5 120.0 120.0 120.0 120.0 120.0 120.0 103.2 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8" 26-1/2' 30' 37' 42' 48' 54' 60" 66" 72' 74-1/4" 74.6 120.0 120.0 120.0 120.0 120.0 120.0 53.8 115.4 87.1 120.0 120.0 120.0 120.0 47.5 101.9 76.9 120.0 120.0 120.0 120.0 38.5 82.6 62.4 120.0 120.0 120.0 120.0 33.9 72.8 55.0 113.9 106.4 120.0 120.0 29.7 63.7 48.1 99.7 93.1 120.0 120.0 26.4 56.6 42.7 88.6 82.7 120.0 120.0 23.8 51.0 38.5 79.7 74.4 120.0 120.0 21.6 46.3 35.0 72.5 67.7 120.0 120.0 42.5 32.1 66.5 62.0 120.0 120.0 19-1/8" 26-1/2' 30" 37" 42" 48" 54" 60" 66' 72" 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 114.8 120.0 120.0 120.0 120.0 120.0 120.0 103.3 120.0 120.0 120.0 120.0 120.0 120.0 94.0 120.0 120.0 120.0 120.0 120.0 120.0 86.1 120.0 120.0 120.0 120.0 120.0 120.0 19-1/8' 26-1 /2' 30' 37' 42' 48" 54" 60" 66' 72" 84" 51.5 110.4 83.4 120.0 120.0 120.0 120.0 37.2 79.7 60.2 120.0 116.4 120.0 120.0 32.8 70.4 53.1 110.2 102.8 120.0 120.0 26.6 57.1 43.1 89.3 83.4 120.0 120.0 23.4 50.3 38.0 78.7 73.5 120.0 120.0 20.5 44.0 33.2 68.8 64.3 120.0 120.0 39.1 29.5 61.2 57.1 120.0 120.0 35.2 26.6 55.1 51.4 112.6 120.0 32.0 24.2 50.1 46.7 102.4 120.0 29.3 22.1 45.9 42.8 93.8 120.0 19-1/8" 26-1/2" 30" 37' 42' 48" 54" 60" 66" 72" 50-5/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 115.3 120.0 120.0 120.0 120.0 120.0 120.0 101.6 120.0 120.0 120.0 120.0 120.0 120.0 88.9 120.0 120.0 120.0 120.0 120.0 120.0 79.0 120.0 120.0 120.0 120.0 120.0 120.0 71.1 114.5 115.2 120.0 120.0 120.0 120.0 64.7 104.1 104.7 120.0 120.0 120.0 120.0 59.3 95.4 96.0 120.0 120.0 120.0 120.0 19-1/8" 26--1/2' 30' 37' 42' 48' 54' 60' 66' 72" 96" 34.5 74.0 55.8 115.8 108.1 120.0 120.0 24.9 53.4 40.3 83.5 78.0 120.0 120.0 22.0 47.2 35.6 73.8 68.9 120.0 120.0 38.2 28.9 59.8 55.9 120.0 120.0 33.7 25.4 52.7 49.2 120.0 120.0 29.5 22.3 46.1 43.1 107.8 120.0 26.2 41.0 38.3 95.8 120.0 23.6 36.9 34.4 86.2 120.0 21.4 33.5 31.3 78.4 120.0 30.7 28.7 71.8 120.0 19-1/8' 26-1/2' 30' 37' 42' 48" 54" 60' 66" 72' 63" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 88.1 120.0 120.0 120.0 120.0 120.0 120.0 77.8 120.0 120.0 120.0 120.0 120.0 120.0 63.1 119.9 102.1 120.0 120.0 120.0 120.0 55.6 105.6 90.0 120.0 120.0 120.0 120.0 48.6 92.4 78.7 120.0 120.0 120.0 120.0 43.2 82.2 70.0 120.0 120.0 120.0 120.0 38.9 73.9 63.0 115.7 108.0 120.0 120.0 35.4 67.2 57.3 105.1 98.2 120.0 120.0 32.4 61.6 52.5 96.4 90.0 120.0 120.0 37" 48" 66" 108" 81.3 75.9 120.0 120.0 58.7 54.8 120.0 120.0 51.8 48.4 120.0 120.0 42.0 39.2 109.1 120.0 37.0 34.6 96.1 120.0 32.4 30.2 84.1 120.0 28.8 26.9 74.7 120.0 25.9 24.2 67.3 120.0 23.6 22.0 61.2 112.3 21.6 20.2 56.1 103.0 ALL LOADS ARE EXT.(+)/INT.(-). NOTE: MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED VERTICALLY OR HORIZONTALLY. (INTERPOLATION BETWEEN WIDTHS ALLOWED) MULLIONS DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS) STD. STD. CUSTOM CUSTOM STD. STD. HEAVY WIDTH (W) MULL SPAN 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 120" - - - 59.3 55.3 120.0 120.0 - - - 42.8 39.9 111.0 120.0 - - - 37.8 35.3 98.1 120.0 - - - 30.6 28.6 79.5 120.0 - - - 27.0 25.2 70.1 120.0 - - - 23.6 22.0 61.3 112.6 - - - 21.0 - 54.5 100.1 - - - - - 49.0 90.1 - - - - - 44.6 81.9 - - - - - 40.9 75.1 19-1/8" 26-1/2" 30" 37" 48" 54" 60" 72" 132" - - - 44.5 41.6 115.6 120.0 - - - 32.1 30.0 83.4 120.0 - - - 28.4 26.5 73.7 120.0 - - - 23.0 21.5 59.8 109.8 - - - - - 46.1 84.6 - - - - - 40.9 75.2 - - - - - 36.8 67.7 - - - - - 30.7 56.4 19-1/8" 26-1/2" 30" 48" 54" 60" 66" 72" 144" - - - 34.3 32.0 89.0 120.0 - - - 24.8 23.1 64.3 118.0 - - - 21.9 20.4 56.8 104.3 - - - - - 35.5 65.2 - - - - - 31.5 57.9 - - - - - 28.4 52.1 - - - - - 25.8 47.4 - - - - - 23.7 43.4 ARCHES TO BE 1NSCRMED NSIDE RECTANGULAR SHAPE -0c z c5 �+� zI- MULLION GLAZING PRODUCT 0 CI Mie Coy: JAVAD CAN. 3538 14 HORIZONTAL NULUON • ch cv ct cc ra on. g Ix o :1; (a)15 • • • • • • • • 0 >- • • 0 co o Lu ca a. drowing no. • DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A2 A4 A6 B2 B4a B4b 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 38-3/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 101.4 120.0 120.0 120.0 120.0 120.0 89.3 120.0 120.0 120.0 120.0 120.0 78.2 112.6 120.0 108.4 120.0 120.0 69.5 100.1 120.0 97.6 120.0 120.0 62.5 90.1 120.0 88.7 120.0 120.0 56.9 81.9 113.7 81.3 120.0 120.0 52.1 75.0 104.2 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 42" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 114.3 120.0 120.0 120.0 120.0 120.0 92.7 120.0 120.0 120.0 120.0 120.0 81.6 117.6 120.0 111.4 120.0 120.0 71.4 102.9 120.0 99.0 120.0 120.0 63.5 91.4 120.0 89.1 120.0 120.0 57.1 82.3 114.3 81.0 120.0 120.0 51.9 74.8 103.9 74.3 120.0 120.0 47.6 68.6 95.2 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 50-5/8" 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 120.0 107.3 120.0 120.0 120.0 120.0 120.0 94.8 120.0 120.0 119.9 120.0 120.0 76.9 110.7 120.0 105.7 120.0 120.0 67.7 97.5 120.0 92.4 120.0 120.0 59.3 85.3 118.5 82.2 120.0 120.0 52.7 75.9 105.3 74.0 120.0 120.0 47.4 68.3 94.8 67.2 117.2 120.0 43.1 62.1 86.2 61.6 107.5 120.0 39.5 56.9 79.0 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 63" 120.0 120.0 120.0 119.5 120.0 120.0 120.0 120.0 120.0 86.3 120.0 120.0 118.9 120.0 120.0 76.2 109.7 120.0 96.4 120.0 120.0 61.8 89.0 120.0 84.9 120.0 120.0 54.4 78.4 108.8 74.3 120.0 120.0 47.6 68.6 95.2 66.0 115.1 120.0 42.3 61.0 84.7 59.4 103.6 120.0 38.1 54.9 76.2 54.0 94.2 120.0 34.6 49.9 69.3 49.5 86.3 120.0 31.7 45.7 63.5 DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A2 A4 A6 B2 B4a B4b 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 74-1/4" 120.0 120.0 120.0 101.4 120.0 120.0 114.2 120.0 120.0 73.2 105.4 120.0 100.8 120.0 120.0 64.6 93.1 120.0 81.8 120.0 120.0 52.4 75.5 104.8 72.0 120.0 120.0 46.2 66.5 92.4 63.0 109.9 120.0 40.4 58.2 80.8 56.0 97.7 120.0 35.9 51.7 71.8 50.4 87.9 120.0 32.3 46.5 64.6 45.8 79.9 119.9 29.4 42.3 58.8 42.0 73.3 109.9 26.9 38.8 53.9 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 84" 120.0 120.0 120.0 89.6 120.0 120.0 100.9 120.0 120.0 64.7 93.2 120.0 89.1 120.0 120.0 57.1 82.3 114.3 72.3 120.0 120.0 46.3 66.7 92.7 63.7 111.0 120.0 40.8 58.8 81.6 55.7 97.1 120.0 35.7 51.4 71.4 49.5 86.3 120.0 31.7 45.7 63.5 44.6 77.7 116.6 28.6 41.1 57.1 40.5 70.6 106.0 26.0 37.4 51.9 37.1 64.8 97.1 23.8 34.3 47.6 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 96" 120.0 120.0 120.0 78.4 112.9 120.0 88.3 120.0 120.0 56.6 81.5 113.2 78.0 120.0 120.0 50.0 72.0 100.0 63.2 110.3 120.0 40.5 58.4 81.1 55.7 97.1 120.0 35.7 51.4 71.4 48.8 85.0 120.0 31.3 45.0 62.5 43.3 75.6 113.3 27.8 40.0 55.6 39.0 68.0 102.0 25.0 36.0 50.0 35.5 61.8 92.7 22.7 32.7 45.5 32.5 56.7 85.0 20.8 30.0 41.7 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 108" 108.8 120.0 120.0 69.7 100.4 120.0 78.5 120.0 120.0 50.3 72.5 100.6 69.3 120.0 120.0 44.4 64.0 88.9 56.2 98.0 120.0 36.0 51.9 72.1 49.5 86.3 120.0 31.7 45.7 63.5 43.3 75.6 113.3 27.8 40.0 55.6 38.5 67.2 100.7 24.7 35.6 49.4 34.7 60.4 90.7 22.2 32.0 44.4 31.5 54.9 82.4 20.2 29:1 40.4 28.9 50.4 75.6 - 26.7 37.0 ALL LOADS ARE EXT.(+)/INT.(-). NOTE: ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER LOCATIONS AT HEAD, SILL OR JAMB ENDS. FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9. (INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED) ANCHORS Approved as complying, »°itli th o i'1U)i la thii]t11 r10 �t� MIofei-03 rn lexjttt C.onl, . /ram / I3y �xGc� c��d •� DESIGN LOAD CAPACITY - PSF WINDOW DIMS. ANCHORS TYPE WIDTH (W) MULL SPAN A2 A4 A6 B2 B4a B4b 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 120" 97.9 120.0 120.0 62.7 90.4 120.0 70.6 120.0 120.0 45.3 65.2 90.6 62.4 108.8 120.0 40.0 57.6 80.0 50.6 88.2 120.0 32.4 46.7 64.9 44.6 77.7 116.6 28.6 41.1 57.1 39.0 68.0 102.0 25.0 36.0 50.0 34.7 60.4 90.7 22.2 32.0 44.4 31.2 54.4 81.6 20.0 28.8 40.0 28.4 49.5 74.2 - 26.2 36.4 26.0 45.3 68.0 - 24.0 33.3 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 132" 89.0 120.0 120.0 57.0 82.1 114.1 64.2 112.0 120.0 41.2 59.3 82.3 56.7 98.9 120.0 36.4 52.4 72.7 1 46.0 80.2 120.0 29.5 42.5 59.0 4 40.5 70.6 106.0 26.0 37.4 51.9 ' 35.5 61.8 92.7 22.7 32.7 45.5 : 31.5 54.9 82.4 20.2 29.1 40.4 : 28.4 49.5 74.2 - 26.2 36.4 4 25.8 45.0 67.4 - 23.8 33.1 23.6 41.2 61.8 - 21.8 30.3 19-1/8" 26-1/2" 30" 37" 42" 48" 54" 60" 66" 72" 144" 81.6 120.0 120.0 52.3 75.3 104.6 58.9 102.6 120.0 37.7 54.3 75.5 52.0 90.7 120.0 33.3 48.0 66.7 42.2 73.5 110.3 27.0 38.9 54.1 37.1 64.8 97.1 23.8 34.3 47.6 32.5 56.7 85.0 20.8 30.0 41.7 28.9 50.4 75.6 - 26.7 37.0 26.0 45.3 68.0 - 24.0 33.3 23.6 41.2 61.8 - 21.8 30.3 21.7 37.8 56.7 - 20.0 27.8 TYPICAL ANCHORS GLAZING PRODUCT VERTICAL MULLION GLAZING PRODUCT W1 TYPICAL ANCHORS W2 ARCHES TO BE INSCRIBED INSIDE RECTANGULAR SHAPE HORIZONTAL MULLION /GLAZING ��-� i�� PRODUCT �-.N -Pi GLAZING PRODUCT ANCHOR DETAIL 11 GLAZING PRODUCT 3 TYPICAL ANCHORS MULLION SPAN TYPICAL MULLION ARRANGEMENTS WIDTH (W) _ wt + W2 2 J li r 9 X� a 0t 0 .•. a M '�• ••ok « o•$. ••p•4J 1. g 2,1 •• ZN�tit!! 11 uu En9r: JAVAD AHMAD CIVIL FLA. PE f 70592 C.A.N. 3538 MM ) "U14 w 0 z 0 J •• •• • • •• •• •• _j• • en 1 4!) • cri c 0 0. 0 yr a) v v 0 v 0 05-19-14 0 V drawing no. M 14-01 • • . • • • • • • • • •• [sheet 4 of 9 TYPICAL ANCHORS 2 PER CLIP (1 ON EACH WING) ► •R S RUCiTU #14 SMS 1-3/4" O.C. MIN. 4 PER CLIP ANCHORS TYPE `A2' TYPICAL ANCHORS 1 PER ANGLE FLOATING CLIP SNUG FIT INSIDE MULL #14 SUS 1-3/4" O.C. MIN. 2 PER ANGLE CONCRETE OR M AL ST'UC U"E 2 X 2 X 1/8" ALUM ANGLE \` L TYPICAL ANCHORS 4 PER CLIP (2 ON EACH WING) #14 SMS 1-3/4" 0.C. MIN. 4 PER CUP ANCHORS TYPE 'A4' FLOATING CLIP SNUG FIT INSIDE MULL TYPICAL ANCHORS 2 PER ANGLE COTE L```OR M AL STRUC -t=1. K��t_ #14 SMS 1--3/4" O.C. MIN. 2 PER ANGLE II II II II II II II 11 u u I I I I 2 X 2 X 1/8" ALUM ANGLE E Approved as complying with the Florida t3iiildion Cut Date _. iVE)A4. Mid»i arly rdt; TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE GIST. 1/4" DIA. ULTRACONS BY 'ELCO' (Fu-177 KSI, 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 = f'c = 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. ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER -WHITE METHACRYLATE LACQUER. Engr: JAVAD AHMAD CML FLA. PE / 70592 C.A.N., 3538 MAY 2 3 2,014 • Z I-�+ 4 re O CL CC t V C M 0 0?QQ •• ; O •r utE .KP g 305) 262-6978 • • z 0 •4 • ••4 • • 4 • • • • • 4 • • • • •• • .• • • 1 E'1 z 0 J J w ID D H z_ Q 0 w t � • 1.1 revisions: w j} I(I) 0 0 z • ••c••• • 0 rn ••� • • ro1• w 0 CO w N • N �to to 0t'r) Ir ZId o w '4' J �W J rn�112 0 0. U to N m 0 0 0 c date: 05-19-14 x 0 drawing no. M 14-01 • ; • • • • • sheet 5 of 9 TYPICAL ANCHORS 6 PER CLIP (3 ON EACH WING) �A S • U LUR #14 SMS 1-3/4" O.C. MIN. 6 PER CUP ANCHORS TYPE 'A6' TYPICAL ANCHORS 3 PER ANGLE FLOATING CUP SNUG FIT INSIDE MULL #14 SUS 1-3/4" O.C. MIN. 3 PER ANGLE II u 2X2X1/8" ALUM ANGLE Approved raoowpIykag,+t+ to) Florida Build' )11 13ric r\OA1{ +dy131odw_� ,SruF . • • • TYPICAL ANCHORS: ANCHOR TYPES SUBSTRATE MIN. EMBED. MIN. EDGE DIST. 1/4" DIA. ULTRACONS BY 'ELCO' (Fu=177 KSI, 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 = f'c = 3000 PSI MIN. METAL = 1/8" MIN. THK. STEEL Fy = 36 KSI MIN. 1/8" ),IIN. THK. ALUMINUM (6063-T5 MIN.) ANCHORS MAY BE HEX OR FLAT HEAD. ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS. CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR WATER-WHFTE METHACRYLATE LACQUER. Engr: JAVAD AHMAD CML FLA. PE # 70592 C.A.N. 3538 mivi.232,014 ALUMINUM TUBE MULLIONS'. c N O .� .5 d rTh w 0 14 0 J • • meet U • a ,__I 0 1 ••.i 'nn. co co 0 M Q ) c 0 a. 0 a) O A) .O O C m n >. D drawing no. M 14-01 • •• • • • • • • •• • • sheet 6 of 9 TYPICAL ANCHORS 2 PER CLIP (1 ON EACH WING) 1RT . 3 1Va0 S 'U IUR 1111111 ,ram 1 I1 y FLOATING CLIP SNUG FIT INSIDE MULL #14 SMS #14 SMS 1-3/4" O.C. MIN. I 1-3/4" 0.C. MIN. 4 PER CLIP L41 2 PER ANGLE TYPICAL ANCHORS 1 PER ANGLE ANCHORS TYPE `B2' ff_1 BLOC1 OR W000 ST•UC 2 X 2 X 1/8" ALUM ANGLE TYPICAL ANCHORS 4 PER CLIP (2 ON EACH WING) #14 SMS 1-3/4" 0.C. MIN. 4 PER CLIP ANCHORS TYPE `B4a' TYPICAL ANCHORS 2 PER ANGLE FLOATING CLIP SNUG FIT INSIDE MULL 114 SMS 1-3/4" 0.C. MIN. 2 PER ANGLE i'1Ll�D BLOCK\ OR WOOD ST'UC 2 X 2 X 1/8" ALUM ANGLE Approved as complyhtg Kitt tke [lorida ituildi © 4- 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 1-1/2" 1" W000 = 2BY WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. MASONRY = C-90 HOLLOW/FILLED BLOCK f'm = 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 BE HEX OR FLAT HEAD. Engr: JAVAD AHMAO CIVIL FLA. PE / 70592 C.A.N. 3538 NAY 2320' • • • • • • • • • • • •• ••� • • • • •• •• • U •••r• •• 0 J •••; 0, m c 0 N at description a a) 0 0 dote: 05-19-14 M 0 0 drawing no. M 14-01 • • • sheet 7 of 9 TYPICAL ANCHORS 4 PER CUP (2 ON EACH WING) �CK #14 SMS 1-3/4" 0.C. MIN. 6 PER CUP ANCHORS TYPE `B4b' TYPICAL ANCHORS 2 PER ANGLE FiRD BLO\ C1 WeOD ST-U TU-E O FLOATING CLIP SNUG FIT INSIDE MULL #14 SMS 1-3/4" 0.C. MIN. 3 PER ANGLE 2 X 2 X 1/8" ALUM ANGLE Appmvcd as complyhlg utdsfete l'loridn i)nilci Date NOAii Min ark P�nduct 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 1-1/2" 1" WOOD = 25Y WOOD BUCKS OR WOOD STRUCTURE S.G. = 0.55 MIN. MASONRY = C-90 HOLLOW/FILLED BLOCK f'm = 2000 PSI MIN. IBY 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 CML FLA. PE / 70592 C.A.N. 3538 s°,}M2y20 J Z o Pi w �a o 08 v v z rI •• o M• Or84 a• • ••• w 3 LL CI WC7vj .• • �Z • p1• •�xx�'J •••itt4��:.••. ••. •; 0 •••• 2• ' • J ' • I z O CO . D H M w }w co (/) tp wt` rn I— a Or to D z —�L� ono 0 O t Q U Iwrn� 0 z O •• •• • • •• revisions y fdescripton a) 0 v 0 c dote: OS-19-14 • 0 M drawing no. M 14-01 • • •' • • • • • • • • • • • • • • sheet 8 of 9 fj 14 SMS SEE CHART FOR QUANTITIES #14 FH SMS 2/ SIDE 1/8" THICK ALUM CHANNEL LENGTH TO FIT SNUG INTO MULLION TUBES MAY 8E NOTCHED AS SHOWN TO ALLOW INSTALLATION OF CLIP ANGLE CAULK JOINT AFTER ASSEMBLY ACCESS HOLE THIS SCREW CAN BE INSTALLED IN EITHER DIRECTION I TUBE MULLION -- TUBE MULLION #14 FH SMS 1-1/2" O.C. MIN. SEE CHART FOR QUANTITIES #14 FH S),IS 2 PER CLIP 1" O.C. MIN. 1-3/4" X 2" X 1/8" (FOR 28Y TUBE) 3/4" X 2" X 1/8" FOR (1BY TUBE) ALUM ANGLE CUT TO FIT SNUG INSIDE TUBE ANCHORS DETAIL # 1 METAL TO METAL CONNECTION #14 SMS SUBSTRATE Ed. = MIN. EOGE DIST. MIN. CL TO CL SPACING ALUMINUM 5/8" 1/2" ANCHOR CHART NO. OF SCREWS TYPE A2 2 TYPE A4 3 TYPE A6 4 Afttuved a onmplyhtp With 149 Florida B ' cr )j[yy Ua1e 5 NOM Mi ret'iN, Engr: JA/AO AHAWD CIVIL RA. PE j 70592 C.A.N. 3538 MAY '•3 ‘4JZ 4 •. • . ( . •r•• ••� 1 • • ••• • Z 0 J • •• ••• .• •U • •o .• __1 ••o. J .1 •ill 0 • °p• .••p°.a TI . tl • M D•tyl •••. I - ii w >-L) Cr) V)�0D 1 o' pei ort O D Z _Z �LL 000 3z 6 n ro Q t1�o W rnM K in 0 N > Q) c 0 O N N 0 0 O date: 05-19-14 m M O drawing no. M14-01 (sheet 9 of 9 • • •.• . • • ••• •• .. • • . •• •• • • • • •• •• •. . • • • • • • • • • • • • • • • •• • • •• • • • • • 000 • • • • 000 • • • • • 000 • • • • • • • • 410 • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • ••• •• ••• • •• • • • •• ••• •• • • • • • • • • •• • • • • • ••• •• Eco Window Systems, LLC NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED C. CALCULATIONS 1. Anchor verification calculations and structural analysis, complying with FBC-5th Edition (2014), prepared by Al-Farooq Corporation, dated 08/18/14 and 04/09/15, 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. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17. 2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc. for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16. F. STATEMENTS 1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no financial interest, dated August 25, 2014, issued by AI-Farooq Corporation, signed and sealed by Javad Ahmad, P.E. 2. Laboratory compliance letters for Test Reports No HETI-10-3071, HETI-10-3072, HETI-10-3073, HETI-10-3074, HETI-10-3075, HETI-10-3096 and HETI-10-3129, all issued by Hurricane Engineering & Testing, Inc., dated 10/18/10, and signed and sealed by Candido F. Font, P.E. 3. Proposal No. 10-0233R issued by the Product Control Section, dated 07/12/10, signed by Manuel Perez, P.E. 4. Proposal issued by the Product Control Section, dated 01/11/13, signed by Jaime Gascon, P.E., Supervisor, Product Control Section. G. OTHERS 1. Notice of Acceptance No. 12-0801.02, issued to Eco Window Systems, LLC for their Series "400" Aluminum Window Wall System With Window Inserts — L.M.I, approved on 12/20/12 and expiring on 12/20/17. !!per Manuel , P.E. Product Contr 1 E miner NOA No. 14-0910.07 Expiration Date: December 20, 2017 Approval Date: April 30, 2015 E-2 • • ••• •• •• • • • • • • • • • • • • • • • • • • • • • ••• • • • • • • ••• •• •• • • • • • • • • • • • • • ••• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • •• • • • • • • •• • • • • • •• ••• • •• • • • •• ••• •• • • • • • • • • •• • • * • • ••• •• • 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, include ing the High Velocity Hurricane Zone. DESCRIPTION: Series "400" Aluminum Window Wall System (with window inserts) — L.M.I. APPROVAL DOCUMENT: Drawing No. W09-42, titled "Series 400 Alum. Window Wall System (L.M.I.)", sheets 1, 1.1, 2 and 3 through 9 of 9, dated 08/13/09, with revision C dated 01/13/15, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Section Revision Stamp with the Notice of Acceptance number and expiration date by the Miami — Dade County Product Control Section. MISSILE IMPACT RATING: Large and Small Missile Impact Resistant LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state, model/series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This NOA revises NOA# 12-0801.02 and consists of this page 1 and evidence pages E-1 and E-2, as well as approval document mentioned above. The submitted documentation was reviewed by Manuel Perez, P.E. MIAM1•DADE COUNTY APPROVED MIAMI-DADE COUNTY PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 T (786) 315-2590 F (786) 315-2599 www.niamidade.eov/economy NOA No. 14-0910.07 Expiration Date: December 20, 2017 Approval Date: April 30, 2015 Page 1 • • •.• . . • ••• .• •• •• • • •• .. • •• . . • . • • • • • • • • • • •.• • • •• • . • •• • • • • • • . •1• • • . • •.• • • • ••• • • e • • • • • .. • • •• • • • • • . . • • • • 0 •• •• • . • • • . . • •. • • • • ••• .. ... • .. • • . •. •l• •• • • • . . . •• • • • • • ••• •. Eco Window Systems, LLC . NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED A. DRAWINGS 1. Manufacturer's die drawings and sections. 2. Drawing No. W09-42, titled "Series 400 Alum Window Wall System (L.M.I.)", sheets 1 through 9 of 9, dated 08/13/09, with revision C dated 01/13/15, 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 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-7233, dated 02/01/13, signed and sealed by Marlin D. Brinson, P.E. 2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94 3) Water Resistance Test, per FBC, TAS 202-94 along with marked -up drawings and installation diagram of an aluminum window wall system, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3129, dated 10/18/10, signed and sealed by Candido F. Font, P.E. "Submitted under previous NOA# 12-0801.02" 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 an aluminum window wall system, prepared by Hurricane Engineering & Testing, Inc., Test Reports No. HETI-10-3071, HETI-10-3072, HETI-10-3073, HETI-10-3074 and HETI-10-3075, all dated 10/18/10, all signed and sealed by Candido F. Font, P.E. "Submitted under previous NOA# 12-0801.02" 4. Test reports on: 1) Safety Performance Test, (class A, Sec. 5) per ANSI Z97.1-1984 CPSC 16 CFR, CH II, Part 1201 along with marked up drawings and installation diagram of an aluminum window wall system, prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-10-3096, dated 10/18/10, signed and sealed by Candido F. Font, P.E. "Submitted under previous NOA# 12-0801.02" Manuel Per E. Product Control er NOA No. 1 - i • 0.07 Expiration Date: December 20, 2017 Approval Date: April 30, 2015 E-1 SEE SHEETS 3 & 4 m 0 REINF. NOT REQD.) SECURED JAMB 4" MAX. HEAD/SILL CORNERS z 0 4 H CORNERS ANCHORS TYPE A, B OR C 2, 3 OR 4 AT EACH JAMB-� SEE SHEET 5 SERIES 400 ALUMINUM WINDOW WALL SYSTEM THIS SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT SHUTTERS ARE NOT REQUIRED. CODE REQUIREMENTS FOR SAFEGUARDS MUST BE OBSERVED. REINFORCING AS REQD. SEE SHEETS 3 & 4 FOR CAPACITY WINDOW WALL SYSTEM WITH WINDOW INSERT SEE SEPARATE NOA FOR WINDOW CAPACITY LOWER RATING OF WINDOW OR WINDOW WALL SYSTEM WILL CONTROL. i;I I I I I I II l I La I I I SEE SHEETS 3 & 4 rna I I 1 1 - - FIL-- irr- I , I //. /1, 7 i 1 I I 1 I 1 i , // .// // I I „r Sri/ II- I I 1 1 l 1 11 7i� I1 1 II 1 1 T // // co// Q-) ct W j IJ o Z I it. ,r_ •G g J_I I I 2 CO // //, // // // //. // // MAX. L? I-f^/ 1 1 111' life MULLION SPACING MAX.d -- - - �iii iii 0/SILLI I ANCHORS TYPE A, B OR C \2, 3 OR 4 AT EACH SIDE OF MULLION SEE SHEET 5 THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (I-fVHZ). 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 OF THE FLORIDA BUILDING CODE. INSTRUCTIONS: USE CHARTS AS FOLLOWS. STEP 1 STEP 2 STEP 3 STEP 4 DETERMINE DESIGN WIND LOAD REQUIREMENT BASED ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE ASCE 7 STANDARD. CHECK GLASS CAPACITY TABLE ON SHEET 2 FOR GLASS TYPE, GLASS DIMENSIONS (WIDTH & HEIGHT) AND PRESSURE CAPACITY. THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. CHECK WINDOW WALL SYSTEM CAPACITY FOR DESIRED HEIGHT AND MULLION SPACING USING CHARTS ON SHEETS 3 & 4. THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. USING CHARTS ON SHEET 5 SELECT ANCHOR OPTION WITH DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED IN STEP 1 ABOVE. STEP 5 VERIFY UNANCHORED JAMBS, IF USED AS PER SHEETS 3, 4 AND 7. STEP 6 THE LOWEST VALUE RESULTING FROM STEPS 2, 3 AND 4 SHALL APPLY TO ENTIRE SYSTEM. 4" MAX. HEAD/SILL CORNERS ANCHORS TYPE A, B OR C 2,3OR4ATEACH JAMB- -/ SEE SHEET 5 4. V Z oZ Ir la < E a OW O. of • Vdo co )QgQQ••A• o ..iv co cce, • 3LL •ti ui •.w g •,4 12 • • • • LARGE MISSILE IMPACT Engr: JAVAD AHMAD CML FLA PE # 70592 CAN.38 9 2015 PRODUCT REVISED as complying with the Florida Bu ilding Code /4.0gj0.Q«/ Acceptance No �►c�� � or Ex lion Date 0 0 w N rn 3 ••I • • •. •, • • a• '. 11111 • •••• •o J •u. (/) w 1— v >_• w (n 112 c0 (f) 3 M OO_o"' Z3l O -IJ r7 W rnM co co .• C o_ L 0 n U a 0 r z 2 2 2 0 0 W a GENERAL REVISION REV. PER RER COMMENTS .O N a� 0 n 0 O 0 c 0 V 0) 0 n i 8 B 0 5 drowing no. W09-42 • • • • • sheet 1 of 9 GLASS LOAD CAPACITY - PSF NOMINAL DIMS. GLASS TYPE 'GIL' GLASS TYPES 'G2L' & 'G2LI' D.L.O. YADTH D.L.O. HEIGHT ExT.(+) INT.(-) EXT.(+) INT.(-) 26-1/2" 32-1/2" 38-1/2" 44-1/2" 50-1/2" 56-1/2" 65.0 75.0 80.0 130.0 65.0 75.0 80.0 130.0 78-3/4" 65.0 75.0 80.0 130.0 65.0 75.0 80.0 130.0 65.0 75.0 80.0 130.0 65.0 75.0 80.0 130.0 28-1/2" 32-1/2' 38-1/2" 44-1/2" 50-1/2" 56-1/2" 84-3/4" 65.0 75.0 80.0 130.0 65.0 75.0 80.0 130.0 65.0 75.0 80.0 130.0 65.0 75.0 80.0 130.0 65.0 75.0 80.0 130.0 65.0 75.0 80.0 100.0 26-1/2" 32-1/2" 38-1/2" 44-1/2" 50" 50-1/2" 56-1/2" 90-3/4" 65.0 75.0 80.0 130.0 65.0 75.0 80.0 130.0 65.0 75.0 80.0 130.0 65.0 75.0 80.0 130.0 65.0 75.0 80.0 130.0 65.0 75.0 80.0 100.0 65.0 75.0 80.0 100.0 26-1/2" 32-1/2" 38-1/2" 44-1/2" 47' 50-1/2" 96-3/4" 65.0 75.0 80.0 130.0 65.0 75.0 80.0 130.0 65.0 75.0 80.0 130.0 65.0 75.0 80.0 130.0 65.0 75.0 80.0 130.0 65.0 75.0 80.0 100.0 26-1/2" 32-1/2" 38-1/2" 44" 44-1/2" 49" 102-3/4" 65.0 75.0 80.0 130.0 65.0 75.0 80.0 130.0 65.0 75.0 80.0 130.0 65.0 75.0 80.0 130.0 65.0 75.0 80.0 100.0 65.0 75.0 80.0 100.0 26-1/2" 32-1/2' 38-1/2" 41' 44-1/2" 47' 108-3/4" 65.0 75.0 80.0 130.0 65.0 75.0 80.0 130.0 65.0 75.0 80.0 130.0 65.0 75.0 80.0 130.0 65.0 75.0 80.0 100.0 65.0 75.0 80.0 100.0 26-1/2" 32-1/2" 38-1/2" 39" 44-1/2" 114-3/4" 65.0 75.0 80.0 130.0 65.0 75.0 80.0 130.0 65.0 75.0 80.0 130.0 65.0 75.0 80.0 130.0 65.0 75.0 80.0 100.0 26-1/2" 32-1/2" 37" 38-1/2" 42" 120-3/4" 65.0 75.0 80.0 130.0 65.0 75.0 80.0 130.0 65.0 75.0 80.0 130.0 65.0 75.0 80.0 100.0 65.0 75.0 80.0 100.0 26-1/2" 32-1/2" 35" 38-1/2" 40" 126-3/4" 65.0 75.0 80.0 130.0 65.0 75.0 80.0 130.0 65.0 75.0 80.0 130.0 65.0 75.0 80.0 100.0 65.0 75.0 80.0 100.0 w 0 J -J 1- 2 C7 w 2 tr 0 to 1- 0 3 Z w O 0 0 a D.L.O. WIDTH , , D.L.O. WIDTH j IK D.L.O. HEIGHT D.LO. HEIGHT ., z io z tD SILICONE DOW CORNING 995 SILICONE DOW CORNING 995 1/4" HEAT STREN'D GLASS 1/4" HEAT STREN'D GLASS .090" Interlayer DuPont Butocite PVB By ' E.I. DuPont De Nemours & Co., Inc.' 1/4" HEAT STREN'D GLASS • GLASS TYPE G1L SIUCONE DOW CORNING 995 1/4" HEAT STREN'D GLASS .090" Interloyer DuPont SentryGlas -DuPont E.I. DuPont De Nemours & Co.. Inc.' .090" Interlayer \ -1/4" HEAT STREN'D GLASS DuPont SentryGlos By E.I. DuPont De Nemours & Co., Inc.' 1 1 r-3/8" AIR SPACE 1/4" HEAT STREN'D GLASS \ \ \ -1/4" TEMP. GLASS GLASS TYPE G2L m o • I I 0 GLAZING OPTIONS NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS). SPACER .0045" THK. ST. STEEL GLASS TYPE G2LI Er gr: JAVAD AHMAD CAVIL FLA. PE'# 70592 C.A.N.38 ") 9 20 PRODUCT REVISED as complying with the Fiotida Building Code /4 -0110. 07 Acceptance No Ex iralion Date 1 By 5Miau Dade Product Co • • • • • to 4amv z O )- I: R: 0 0.6 O w m 0 ms Q 0f i Y A STORE\W09-42EC0) •• •. • • • • • • • .. •• , • • • • • • N •� J ••4 • J in. • 1 •• w N 0 N 0 L. c 0 `v 4) 'v NO CHANGE THIS SHEET REV. PER RER COMMENTS >, 4) 0 '0 "1 0 .n ri S 0 m U r ) n a 5 x drawing no. W09-42 sheet 2 of 9 JAMB & MULLION LOAD CAPACITY - PSF JAMBS & IIUUR/NS WITHOUT INTERMEDIATE HORIZONTALS NOMINAL DIMS. JAMB 'Jl' MULL 'Ml' JAMB 'J2' MULL 'M2' JAMB 'J2' MULL 'M3' WIDTH (W) FRAME HEIGHT ExT.(+) INT.(-) EXT.(+) INT.(-) E(T.(+) INT.(-) 30" 36' 42° 48" 54" 60' 80.0 100.0 80.0 100.0 80.0 130.0 80.0 100.0 80.0 100.0 60.0 130.0 84" 80.0 100.0 80.0 100.0 80.0 130.0 80.0 100.0 80.0 100.0 80.0 130.0 80.0 100.0 80.0 100.0 80.0 130.0 80.0 100.0 80.0 100.0 80.0 130.0 30" 36" 42" 48" 54" 60" 80.0 100.0 80.0 100.0 80.0 130.0 80.0 100.0 80.0 100.0 80.0 130.0 80.0 100.0 80.0 100.0 80.0 130.0 90" 80.0 100.0 80.0 100.0 80.0 130.0 80.0 100.0 80.0 100.0 80.0 130.0 80.0 94.8 80.0 100.0 80.0 130.0 30" 36" 42" 48" 54" 60' 96" 80.0 100.0 80.0 100.0 80.0 130.0 80.0 100.0 80.0 100.0 80.0 130.0 80.0 100.0 80.0 100.0 80.0 130.0 80.0 95.9 80.0 100.0 80.0 130.0 80.0 87.3 80.0 100.0 80.0 130.0 80.0 80.9 80.0 100.0 80.0 130.0 30" 36- 42" 46" 54' 56" 60" 102" 80.0 100.0 80.0 100.0 80.0 130.0 80.0 100.0 80.0 100.0 80.0 130.0 80.0 90.3 80.0 100.0 80.0 130.0 80.0 80,8 80.0 100.0 80.0 130.0 73.6 73.6 80.0 100.0 80.0 130.0 71.7 71.7 80.0 100.0 80.0 130.0 - - - - 80.0 129.0 30" 36" 42" 46' 53" 54" 60" 108' 80.0 100.0 80.0 100.0 60.0 130.0 80.0 86.6 80.0 100.0 80.0 130.0 75.5 75.5 60.0 100.0 80.0 130.0 67.4 67.4 80.0 100.0 80.0 130.0 62.1 62.1 80.0 99.2 80.0 130.0 - - - - 80.0 123.4 - - - - 80.0 113.4 30" 36" 42" 46" 50" 54- 60" 114" 80.0 86.9 80.0 100.0 80.0 100.0 73.3 73.3 80.0 100.0 80.0 100.0 63.8 63.8 80.0 100.0 80.0 100.0 56.8 56.8 80.0 95.0 80.0 100.0 54.9 54.9 80.0 91.6 80.0 100.0 - - - - 80.0 80.0 - - - - 80.0 80.0 30" 36" 42" 46" 54' 60" 120. 74.3 74.3 80.0 100.0 80.0 100.0 62.6 62.6 80.0 100.0 80.0 100.0 54.4 54.4 80.0 91.2 80.0 100.0 48.3 48.3 80.0 81.1 80.0 100.0 - - - - 80.0 80.0 - - - - 80.0 80.0 30' 36" 42" 126' - - - - 80.D 80.0 - - - - 80.0 80.0 - - - - 80.0 80.0 30" 36° 42" 132" - - - - 80.0 80.0 - - - - 80.0 80.0 - - - - 80.0 80.0 x w w W, l 4 %/ FRAME HEIGHT W1 W2 W3 WIDTH (W) = W1 AT FRAME JAMB WIDTH (W) - AT FRAME MULLION W2 + W3 2 UNSECURED JAMB `JI Ix IN-4 Sx 4.731 2.5580 MULLION 'MI' Ix IN-4 Sx IN-3 6.7306 2.6093 UNSECURED JAMB .J2' Ix IN-4 Sx IN"3 10.5919 4.1062 MULLION 'M2' Ix IN-4 Sx 1N-3 10.8376 4.2014 REINFORCING REQD. AT UNSECURED JAMBS ONLY SEE CHART FOR CAPACITY MULLION .M3' 1X IN-4 Sx IN-3 ALUMINUM i 0.8376 4.2014 STEEL 2.000 1.0000 TOTAL Ix ALUM +IrSRx2.9 16.6376 Engr: JAVAD AHMAD CML FLA. PE 70592 C.A.N. 1538 2015 PRODUCT REVISED as complying with / pthe Florida suilaing Coat Gjljl. D Acceptance No ! ' Lr1cp'mlion Dale p4..•• >. (0 0 (0 c 0 U U) ce ce 4 6 REV. PER RER COMMENTS 0 N N 8 h ri O 0 c 4 m U date: 08-13-09 0 drawing no. W09-42 sheet 3 of 9 • • • •• • • .' . •' • •• • • •• AC-FF'4RQOQ.CORPORATION a EAGINt'ERS at PRODUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI,F�LORIDA 33174 (3'0%'j 26441Q0 • • • FAX. (305) 262-6978 - r • • • • ••• • STORE\W09-42EC0) - • • • • • • -• • • • JAMB & MULLION LOAD CAPACITY - PSF JAMS & HULUONS WITH INTERMEDIATE HORIZONTALS INTERMEDIATE INTERMEDIATE JAMB 'J.1' JAMB 'J2' JAMB '32' HORIZONTALS HORIZONTALS NOMINAL DIMS. MULL 'M1' MULL 'M2' MULL 'M3' WIDTH (W) FRAME HEIGHT EXT.(+) INT.(-) EXT.(+) INT.(-) EXT.(+) INT.(-) FRAME HEIGHT 30' 80.0 100.0 80.0 100.0 80.0 130.0 .) 36' 80.0 100.0 80.0 100.0 80.0 130.0 (5 c j 42' 84' 80.0 100.0 80.0 100.0 80.0 130.0 = 48' 80.0 100.0 80.0 100.0 80.0 130.0 G/i'/// '4. ' .. %ii W 54" 80.0 100.0 80.0 100.0 80.0 130.0 REINFORCING REQD. AT 60' 80.0 93.8 100.0 UNSECURED JAMBS ONLY 80.0 80.0 130.0 SEE CHART FOR CAPACITY 30' 80.0 100.0 80.0 100.0 80.0 130.0 • 36' 80.0 100.0 80,0 100.0 80.0 130.0 W1 1.,W1 1 W2 W3 ( • 42' 90' 80.0 100.0 80.0 100.0 80.0 130.0 ' 48' 80.0 100.0 80.0 100.0 80.0 130.0 • 54" 80.0 89.9 80.0 100.0 80.0 130.0 WIDTH (W)Wi - =,.) •' 60' 80.0 60.9 80.0 100.0 80.0 130.0 AT FRAME JAMB • 30' 80.0 100.0 80.0 100.0 80.0 130.0 W2 i' W3 WIDTH 0411 36' 80.0 100.0 80.0 100.0 80.0 130.0 (W) - AT FRAME MULLION 2 42" 96' 80.0 i 00.0 80.0 100.0 80.0 130.0 L� 411 . f • • • �) SERIES 400 ALUM WINDOW WALL SYSTEM AI.) ECO WINDOW SYSTEMS, LLC. 9114 N.W. 106 STREET MEDLEY, FL. 33178 ' • • TEL (305) 885-5299 FAX (305) 885- 902: ASA 48' 80.0 88.1 80.0 100.0 80.0 130.0 • 54" 78.3 78.3 80.0 100.0 80.0 130.0 • 60' 70.5 70.5 80.0 100.0 80.0 129.1 UNSECURED JAMB 'Jl' UNSECURED JAMB • 'J2' • 30' 80.0 100.0 80.0 100.0 80.0 130.0 Ix IN-4 Sx IN-3 Ix IN-4 Sx IN" 3 36' 80.0 98.6 80.0 100.0 80.0 130.0 4.731 2.5580 10.5919 4.1062 42" 80.0 84.5 80.0 100.0 80.0 130.0 48' 102' 73.9 73.9 80.0 100.0 80.0 130.0 54' 65.7 65.7 80.0 100.0 80.0 130.0 56' 63.4 63.4 80.0 99.4 80.0 127.1 - - - - 80.0 114.3 30' 0' 60.0 99.6 80.0 100.0 80.0 130.0 / r 36' 80.0 8 83.0 80.0 100.0 80.0 130.0 - ;Firs 42" 71.2 71.2 80.0 100.0 80.0 130.0 i 48' low 62.3 62.3 80.0 100.0 80.0 130.0 53' 56.4 56.4 80.0 93.6 80.0 127.5 I 54' - - - - 80.0 113.3J / `� 60' - - - - 80.0 102.0 ,-, 30' 80.0 84.7 80.0 100.0 80.0 100.0 description REV. PER RER COMMENTS GENERAL REVISION REV. PER RER COMMENTS 36' 70.6 70.6 80.0 100.0 80.0 100.0 42' 60.5 60.5 80.0 100.0 80.0 100.0 48' 114' 52.9 52.9 80.0 88.8 80.0 100.0 - 41 50' 50.8 50.8 80.0 85.3 80.0 100.0 - - - 80.0 80.0 1 T 60' - - - - 80.0 80.0 IL i 30' 72.6 72.6 80.0 100.0 80.0 100.0-0eo 36' 60.5 60.5 80.0 100.0 80.0 100.0 `' > Ja 42' 120' 51.9 51.9 80.0 87.0 80.0 100.0 48" 45.4 45.4 76.2 76.2 80.0 94.0 'Ml' 'M2' 'M3' c O 'm 330' N a-/ ^ v N N o r. 0 54' - - - - 80.0 80.0 MULLION MULLION MULLION 60' -- - - - 80.0 80.0 Ix IN-4 Sx IN-3 Ix IN-4 Sx IN-3 Ix IN-4 Sx IN-3 - - - - 6.7306 2.6093 10.8376 4.2014 ALUMINUM 10.8376 4.2014 o c a m 80.0 80.0 STEEL 2.000 1.0000 36' - - - - 80.0 80.0 TOTAL r. ,--. m '� 8 v i . `oI i 001 / C. . V 42' - - - - 80.0 80.0 + Ix s1t x z.e 16.6376 48' 126' - - - - 80.0 80.0 Engr: JAVAD 54` - - - - 80.0 80.0 CML� PRODUCT REVISEDMAD the 60" - - - - 74.9 74.9 FIA. PE C.A.N. / 0592 3; 8 as complying with �Florida BuildAccepng � 30' - - - - 80.0 80.0 �`ID.O tance ceNo �de 36' - - - - 80.0 80.0 Expiration Date 7 42" 132' - - - - 80.0 80.0 Al ) drawing no. W09-42 48" - - - - 80.0 80.0 Mia1 Dads duM Co tro 54' - - - - 75.9 75.9 46c �� 60' - - - - 68.3 68.3 �i J 20�' (sheet 4 of 9 J v cv ANCHOR LOAD CAPACITY - PSF do INT.(-) INTERMEDIATE HRIZOEXT.(+) OOPTION ALS AL NOMINAL DIMS. ANCHORS TYPE 'A' ANCHORS TYPE 'B' & 'C' FIXED LITES ,A)-Ailr.O*Q CORPORATION .614GI FCS Fag6DUCT DEVELOPMENT 1235 S.W. 87 AVE MIAMI, FLORIDA 33174 lE;t_ ii) 264-F1100 • FAX. (305) 262-6978 • (B- • • • • • • • • • • • : •• STORE\W0S 1 WIDTH (W) FRAME HEIGHT A2 A3 A4 B2/C2 B3/C3 B4/C4 FRAME HEIGHT - fl NE HEIGHT 30" 123.0 130.0 130.0 130.0 130.0 130.0 _ _ =.....,..: _ 36" 102.5 130.0 130.0 130.0 130.0 130.0 42" 87.8 130.0 130.0 112.3 130.0 130.0 48" 84" 76.9 115.3 130.0 98.3 130.0 130.0 '5%i � �, • A 54" 68.3 102.5 130.0 87.4 130.0 130.0 60' 61.5 92.2 123.0 78.6 117.9 130.0 30" 114.8 130.0 130.0 130.0 130.0 130.0 36' 95,6 130.0 130.0 122.3 130.0 130.0 W1 W1 1 W2 W3 _ • 42" 82.0 123.0 130.0 104.8 130.0 130.0 •' 48" 90" 71.7 107.6 130.0 91.7 130.0 130.0 WIDTH (w) = wi • 54" 63.8 95.6 127.5 81.5 122.3 130.0 AT FRAME JAMB • 60" 57.4 86.1 114.8 73.4 110.1 130.0 W2 + W3 •, 30" 107.6 130.0 130.0 130.0 130.0 130.0 WIDTH (W) - AT FRAME MULLION 2 36" 89.7 130.0 130.0 114.7 130.0 130.0 • 42" 76.9 115.3 130.0 98.3 130.0 130.0 • • •�" " SERIES 400 ALUM WINDOW WALL SYSTEM �(i M.l.)• ECO WINDOW SYSTEMS, 1I•C." 9114 N.W. 106 STREET MEDLEY, FL. 33178 • • • • TEL. (305) 885-5299 FAX (305) 885-901 48" 96„ 67.3 100.9 130.0 86.0 129.0 130.0 • 54" 59.8 89.7 119.6 76.4 114.7 130.0 • 60" 53.8 80.7 107.6 68.8 103.2 130.0 30" 101.3 130.0 130.0 129.5 130.0 130.0 36" 84.4 126.6 130.0 107.9 130.0 130.0 42" 72.3 108.5 130.0 92.5 130.0 130.0 48" 102" 63.3 94.9 126.6 80.9 121.4 130.0 54" 56,3 84.4 112.5 71.9 107.9 130.0 60" 50.6 76.0 101.3 64.8 97.1 129.5 30" 95.6 130.0 130.0 122.3 130.0 130.0 36" 79.7 119.6 130.0 101.9 130.0 130.0 42" 68.3 102.5 130.0 87.4 130.0 130.0 108" 48" 59.8 89.7 119.6 76.4 114.7 130.0 ■r ism mn 54" 53.1 79.7 106.3 68.0 101.9 130.0 I 60" 47.8 71.7 95.6 61.2 91.7 122.3 ' ' �- " 3" 30" 90.6 130.0 130.0 115.9 130.0 130.0 4" 3" t) description NO CHANGE THIS SHEET z O ( rr cc �, P z o U . LA ix a 36" 75.5 113.3 130.0 96.6 130.0 130.0 4" 42" 64.7 97.1 129.4 82.8 124.2 130.0 48" 114" 56.6 84.9 113.3 72.4 108.6 130.0 54" 50.3 75.5 100.7 64.4 96.6 128.7 60" 45.3 68.0 90.6 57.9 86.9 115.9 30" 86.1 129.1 130.0 110.1 130.0 130.0 I 6°' " g 6"- 36" 71.7 107.6 130.0 91.7 130.0 130.0 3- 3" 42' 61.5 92.2 123.0 78.6 117.9 130.0 rj. 3• • " 48" 120" 53.8 80.7 107.E 68.8 103.2 130.0 3" 4 3' ' " NOTE: >, .o 54" 47.8 71.7 95.6 61.2 91.7 122.3 USE SEAR CUP UW-403 AT ANCHOR LOCATIONS OF SUFFICIENT LENGTH in o _ rn .5 N -' - v a < N $ n = o 60" 43.0 64.6 86.1 55.0 82.6 110.1 A2, 132. C2 A3, B3. C3 AI TO COVER ALL ANCHOR SPACINGS 30" 82.0 123.0 130.0 104.8 130.0 130.0 cam o 36" 68.3 102.5 130.0 87.4 130.0 130,0 42" 58.6 87.8 117.1 74.9 112.3 130.0 ANCHORS TYPES: SEE SHEET 6 FOR DESCRIPTION [date: 08-13-09 scale: 1/2"a1'-0" dr. by. HAM* chk. by 48" 126" 51.2 76.9 102.5 65.5 98.3 130.0 'A' 54" 45.5 68.3 91.1 58.2 87.4 116.5 A2 = (2) ANCHORS TYPE AT EACH SIDE OF JAMB AND MULLION B2 = (2) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION Engl.: JACMLO ?RODUC1'RBVISED 60" 41.0 61.5 82.0 52.4 78.6 104.8 C2 = (2) ANCHORS TYPE 'C' AT EACH SIDE OF JAMB AND MULLION FLA. PE # 70592 C.A.N. 538 cscomplying withthe Florida Building Code 30" 78.3 117.4 130.0 100.1 130.0 130.0 A3 = (3) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION Acceptance No / Y'/�o/O� 'ration 017 36" 65.2 97.8 130.0 83.4 125.1 130.0 B3 = (3) ANCHORS TYPE 'B' AT EACH SIDE OF JAMB AND MULLION 'C' Date 42" 55.9 3.8 111.8 71.5 107.2 C3 = (3) ANCHORS TYPE AT EACH SIDE OF JAMB AND MULUON • q{� r By drawing no. 9 1 W09-42 48" 132' 48.9 73.4 97.8 62.5 93.8 125.10 A4 = (4) ANCHORS TYPE 'A' AT EACH SIDE OF JAMB AND MULLION '' ZOi5 adcProauclCo 54" 43.5 65.2 86.9 55.6 83.4 111.2 60" 39.1 58.7 78.3 50.0 75.1 100.1 sheet 5 of 9 ) 1BY WOOD BUCKS 0 0 w a. 0 TYPICAL ANCHORS SEE ELEV. FOR SPACING ( SHIM SPACE • •, v.. EDGE DIST. 9 0 . • TYPICAL ANCHORS SEE ELEV. FOR SPACING 0 0 1- m 0rr 0 0 �+ } cvo3 TYPICAL ANCHORS SEE ELEV. FOR SPACING ED DIST. SHIM SPACE TYPICAL ANCHORS SEE ELEV. FOR SPACING 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 TYPE ,A, 1/4" DIA ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO 2BY WOOD BUCKS OR WOOD STRUCTURES WITH 1-1/2" MIN. PENETRATION INTO WOOD THRU 1BY WOOD BUCKS INTO CONCRETE • WITH 1-1/4" MIN. EMBED INTO CONCRETE •• DIRECTLY INTO CONCRETE OR MASONRY WITH 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 2-1/2" MIN. INTO WOOD STRUCTURE = 1" MIN. . TYPE • 5/16" DIA ULTRACON BY 'ELCO' (Fu=177 KSI, Fy=155 KSI) INTO WOOD STRUCTURES . WITH 1-7/8" MIN. PENETRATION INTO WOOD I THRU 1BY OR 28Y WOOD BUCKS INTO CONCRETE WITH 1-1/4" MIN. EMBED INTO CONCRETE DIRECTLY INTO CONCRETE OR MASONRY WITH 1-1/4" MIN. EMBED INTO CONC. OR MASONRY ANCHOR EDGE DISTANCES INTO CONCRETE AND MASONRY = 3" MIN. INTO WOOD STRUCTURE = 1-1/4" MIN. TYPE 'C, — — — V14 SMS OR SELF DRILLING SCREWS ST/ST (GRADE 2 CRS) INTO METAL STRUCTURES STEEL : 12 GA. MIN. (Fy = 36 KSI MIN.) ALUMINUM : 1/8" THK. MIN. (6063—T5 MIN.) (STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) ANCHOR EDGE DISTANCES INTO METAL STRUCTURE = 1/2" MIN. WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN. CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PS1 MIN. C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN. SEALANTS: ALL FRAME JOINTS AND SEAMS SEALED WITH SCHNEE-MOREHEAD SM5504 ACRYL-R SEAM SEALER. Engr: JAVAD AHMAD CIVIL FLA. PE # 70592 C.A.N. 3538 PRODUCT REVISEDFln►ide as complying with the Building Code ! _tier i}.it Acceptance No .71-1 Ex • iration Date By --� ade Product Conlr Mian •. •. •; •. •. •. • • • • •.• • • • t' • • • • • • • •• •• • • • • l) 0 :CO 0 0 NO CHANGE THIS SHEET REV. PER RER COMMENTS {J 03 0 n_ h 0 0 C U 8 a M 0 5 x .n 0 drowing no. W09-42 sheet 6 of 9 • • • • • • 1BY WOOD BUCK • 9 • MIN & MAX. GAP SEE CHART p' BELOW 1BY WOOD BUCK SEE CHART BELOW NOTE MAX. MOVEMENT CONSIDERED=100% STRETCH. PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPUCATION MANUAL FOR COMPATABILITY OF SEALANT TO SUBSTRATE & WINDOWALL MATERIAL/FINISH AND COMPLIANCE FOR WARRANTY. REFER TO ACI-117-10 FOR CONSTRUCTION TOLERANCES. D UNSECURED JAMB MULUON REINFORCING AS REQD. SEE SHEETS 3 & 4 FOR CAPACITY D.L. OPG. JAMB REINFORCING AS REQD. SEE SHEETS 3 & 4 FOR CAPACITY 4%1I ,4L .1 ram: 11i r, l r. 1 t r Ai AL FRAME WIDTH #8 X 3/4" SELF DRILUNG SCREWS AT 7-3/4" FROM ENDS AND 20-7/8" O.C. MAX. REQD. AT REINF. JAMB & MULUON TYPICAL ANCHORS SEE ELEV. FOR SPACING 1 I JI- G EXTERIOR D.L. OPG. LXILRIOR FINISHES NOT BY ECO WINDOW SYS. ' A e MIN & MAX. GAP 1BY WOOD BUCK 0 UNSECURED JAMB ALTERNATE MULLION REINFORCING AS REQD. SEE SHEETS 3 & 4 FOR CAPACITY D.L. OPG. JAMB REINFORCING AS READ. SEE SHEETS 3 & 4 FOR CAPACITY M. FMAE HEIGHT UPTO GAPS FOR UNANCHORED JAMBS MIN. MAX. 120" 1 /4" 1" 132" 3/8" 1" ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. GAPS LESS THAN 1/4" MAY BE DESIGNED BY ENGINEER OF RECORD BY THE USE OF BOND BREAKER TAPE OR 15% OF GAP ALLOWED MOVEMENT. REFER TO SHEETS 4 THRU 7 FOR SELECTION OF MULLION/JAMB WITH REINFORCED & UNREINFORCED FRAMES. O ALTERNATE 9r FRAME WIDTH t SEE CHART BELOW FULL LENGTH FOR UNANCHORED JAMBS EXTERIOR D.L. OPG. EXTERIOR FINISHES NOT BY ECO WINDOW SYS. 1/4" DIA. BOLT AND NUT AT 7-3/4" FROM ENDS AND 20-7/8" 0.C. MAX. MIN & MAX. GAP SEE CHART BELOW 0 SECURED JAMB a SIUCONE DOW CORNING 790 DEPTH = 1/4" MIN. TYPICAL ANCHORS SEE ELEV. FOR SPACING METAL STRUCTURES SILICONE DOW CORNING 790 DEPTH = 1/4" MIN. 1 1/4" 1/4" MAX. SHIM SPACE OSECURED JAMB ALTERNATE SECURED JAMBS RONF. NOT REQD. 1/4" MAX. SHIM SPACE Engr: JAVAD AHMAD CIVIL FIA. PE # 70592 C.A.N. 8 A 9 2015 SHIM SPACE ., PRODUCT REVISED as complying with the Florida Building Code , /. maO Acceptance No Expirutiott Date By Miattl(Dade co Ohi c4 0 M 1 0, 0 w 0 •• • • • • • • .• •• •• • • •••• N c 0 .y d v C 0 a, a 0 m 0 NO CHANGE THIS SHEET REV. PER RER COMMENTS • •• a a) c1 N N N 8 17 0 0 c date: 08-13-09 0 a x ou� drawing no. W09-42 sheet 7 of 9 • ••••• • �• •••Ill• • •••♦• • • • • • RAME HEIGHT 1BY EDGE DIST. WOOD BUCKS SILICONE DOW CORNING 790 TYP. 0 Pc H In III 111 III I I I I U TYPICAL ANCHORS SEE ELEV. FOR SPACING l SHIM SPACE REINFORCING AS READ. SEE SHEETS 2 & 3 FOR CAPACITY EXTERIOR O.L. OPG. O SILICONE DOW CORNING 790 TYP. ECO WINDOW SYSTEMS MIAMI--DADE COUNTY APPROVED WINDOWS SEE SEPARATE NOA FOR WINDOW RATING AND DETAILS Engr: JAVAD AHMAD CIVIL PRODUCT REVISED RA. PE # 70592 as complying with the Florida C.A.N. 38 Building Code ` Acceptance No . b /0. 201513x, ,ration Date I3y Miam ade Pr • • •M •M • •• •• •. •. • • • •' 7 z p o I. la g la N a O 0 oo t 2 m. M A$.QM•g Q si kor-ei vox D.zy=a * qE w • • • • • 0 c 0 V) c 0 47, 0 N 0 NO CHANGE THIS SHEET REV. PER RER COMMENTS a) 0 0 Nm 0 0 c a U drowing no. W09-42 sheet 8 of g • • • • • • • • • • • • • • • • • r------ 5.000 .188 2.625 L .875 O .125 4.000 FRAME HEAD/SILL/JAMB/MULLION 1 1.750 1 1.750 5.000 .198 .125 TYP. ALT. FRAME HEAD/SILL/JAMB/MULLION 0 0 SNAP IN MATE GLAZING BEAD 4.534 .125 - F.250 .626 - I-7 O STIFFENER INSERT 3.736 .094 SHEAR CLIP 1.441-�{ O ALT. SNAP IN MATE O .375 4.000 FRAME INSERT 0 STIFFENER BAR ITEM NO. PART NUMBER QUANTITY DESCRIPTION MATERIAL MANF./SUPPLIER/REMARKS 1 UW-401 AS READ. FRAME HEAD/SILL/JAMB/MULLION 6063-76 — 1A UW-407 AS REQD. ALT. FRAME HEAD/SILL/JAMB/MULUON 6063—T6 — 2 UW-402 AS REQD. SNAP —IN MATE 6063—T6 — 2A UW-402 AS REQD. ALT. SNAP —IN MATE 6063—T6 — 3 UW-404 AS REQD. GLAZING BEAD 6063—T6 — 4 UW-408 AS REQD. FRAME INSERT 6063—T6 — 5 UW-403 AS REQD. SHEAR CLIP, 3-3/4" LONG AT JAMB ANCHORS 6063—T6 — 5A UW-403 AS REQD. SHEAR CLIP, FULL LENGTH 6063—T6 — 58 UW-403 AS REQD. SHEAR CUP, LENGTH VARIES TO COVER ANCHOR SPACINGS 6063—T6 — 6 UW-408 AS REQD. STIFFENER INSERT 6063—T6 — t 6A — AS REQD. STIFFENER BAR GALV. STEEL — 4 7 UW-406 AS REQD. GLAZING GASKET NEOPRENE DUROMETER 55±5 SHORE A. 8 #12 X 1-1/4" 4/ CORNER FRAME ASSEMBLY SCREWS — PH SMS 4 9 - 2/ LITE SETTING BLOCKS AT 1/4 POINTS NEOPRENE 3/16" X 1/2" X 2' LONG , 10 — AS REQD. GLASS SPACER SILICONE FRANK LOWE FRAME TOP CORNER FRAME BOTTOM CORNER HORIZONTAL CORNER Engr: JAVAD AHMAD CML FLA. PE • .592 C.AN. 201 ODUCT REVISED as complying wilh the FlOtido Building Code 4-0 3cceplance No Ex : ion Date Ry Mi Dade Product' . ntro •. •. • • •, �• • •• • • •• •• • �.• -,,`` • N : J •• 0 J i 0 .5 0 t) 0 r:+ n L 0 co 2 Up W 8 U Z T N 0 b 0 0 O C 4 m U ( ) OO+ v 5 a x 0 drawing no. W09 - 42 sheet 9 of 9 • • • .• • • • • • • • • •• • • • • • • NOTICE OF PRODUCT CERTIFICATION Company: Masonite International Corporation Certification No.: NI005930.02 1955 Powis Road Certification Date: 02/17/2005 West Chicago, IL 60185 Expiration Date: 02/28/2021 Revision Date: 02/20/2015 Product: Fiberglass Impact Rated Opaque Inswing or Outswing Door w/ and w/o Sidelites (w/Wood Frame unless noted) Specification: TAS 201/202/203-94/ASTM E330 The "Notice of Product Certification" is only valid if the NAMI Certification Label has been applied to the product as described within this document. The certification . . • •: label represents product conformity to the applicable specification and that all certification criteria has been satisfied. This product has been approved for listing within NAMI's Certified Product Listing at www.Namicertification.com. NAMI's Certification Program is accredited by The American National Standards Institute (ANSI). Configuration Inswing or Outswing Glazed or Opaque Maximum Size Design Pressure Pos/Neg Water Test Pressure Missile Impact Rated Test Report Number • Drawing Number & .. Comments • • X Single I/S Opaque 3'0" x 8'0" +70/-70 2.86 psf Yes NCTL-210-3102-1 • • Maximum Panel Size: 3'0" x 8'0" • Anchor Detail-MA-FLO121-05 • • X Single O/S Opaque 3'0" x 8'0" +70/-70 10.5 psf Yes NCTL-210-3102-1 Maximum Panel Size: 3'0" x 8'0" Anchor Detail-MA-FLO121-05 XX Double I/S Opaque 6'0" x 8'0" +50.5/-50.5 2.86 psf Yes NCTL-210-3105-1 Maximum Panel Size: 3'0" x 8'0" Anchor Detail-MA-FLO121-05 XX Double O/S Opaque 6'0" x 8'0" +55/-50.5 6.0 psf/ 8.25 psf* Yes NCTL-210-3105-1 Maximum Panel Size: 3'0" x 8'0" Anchor Detail-MA-FLO121-05 XO/OX Single w/Sidelite 1/S Opaque Door Glazed Sidelite 6'0" x 8'0" +50.5/-50.5 2.86 psf Door -Yes Sidelite-Yes NCTL-210-3105-1 Maximum Panel Size: 3'0" x 8'0" Anchor Detail-MA-FLO121-05 XO/OX Single w/Sidelites O/S Opaque Door Glazed Sidelite 6'0" x 8'0" +55/-50.5 6.0 psf/ 8.25 psf* Door -Yes Sidelite-Yes NCTL-210-3105-I Maximum Panel Size: 3'0" x 8'0" Anchor Detail-MA-FLO121-05 OXO Single w/Sidelites I/S Opaque Door Glazed Sidelites 9'0" x 8'0" +50.5/-50.5 2.86 psf Door -Yes Sidelites-Yes NCTL-210-3105-1 Maximum Panel Size: 3'0" x 8'0" Anchor Detail-MA-FLO 121-05 OXO Single w/Sidelites O/S Opaque Door Glazed Sidelites 9'0" x 8'0" +55/-50.5 6.0 psf/ 8.25 psf* Door -Yes Sidelites-Yes NCTL-210-3105-1 Maximum Panel Size: 3'0" x 8'0" Anchor Detail-MA-FLO121-05 OXXO Double w/Sidelites I/S Opaque Doors Glazed Sidelites 12'4" x 8'0" +50.5/-50.5 2.86 psf Doors -Yes Sidelites-Yes NCTL-210-3105-1 Maximum Panel Size: 3'0" x 8'0" Anchor Detail-MA-FLO121-05 OXXO Double w/Sidelites O/S Opaque Doors Glazed Sidelites 12'4" x 8'0" +55/-50.5 6.0 psf/ 8.25 psf* Doors -Yes Sidelites-Yes NCTL-210-3105-1 Maximum Panel Size: 3'0" x 8'0" Anchor Detail-MA-FLO121-05 *High Dam Threshold zo National Accreditation & Management Institute, Inc./4794 George Washington Memorial Highway/Hayes, VA 23 2 Tel: (804) 684-5124 Fax: (804) 684-5122 NAMI AUTHORIZED SIGNATURE: ... . .. .. • .. .. . . • . • . • •.• . • .• . . .•. • .. • • • . • .. •..• ... • • • • • • • • • • • • • ••• • • • • • HURRICANE BELLEVILLE FIBERGLASS DOOR UNIT 8'-0" DOUBLE DOOR WITH / WITHOUT SIDELITES GENERAL. NOTES 1. EVALUATED FOR USE IN LOCATIONS ADHERING TO THE FLORIDA BUILDING CODE AND WHERE PRESSURE REQUIREMENTS AS DETERMINED BY ASCE 7, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, DOES NOT EXCEED THE DESIGN PRESSURES LISTED. 2. THIS PRODUCT DOES NOT REQUIRE THE USE OF A HURRICANE PROTECTIVE DEVICE (SHUTTERS). 3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50 AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84. 4. PLASTICS TESTING OF FIBERGLASS FACING: TEST DESCRIPTION DESIGNATION RESULT SELF IGNITION TEMP ASTM D1929 752 *F > 650 'F RATE OF BURNING ASTM D635 0.56 IN/MIN (C-1) SMOKE DENSITY ASTM D2843 53.4% TENSILE STRENGTH* ASTM D638 3.2% DIFF * COMPARATIVE TENSILE STRENGTH AFTER WEATHERING 4500 HOURS XENON ARC METHOD 1 v v 1 1 El Ell - - a ER 11 CO • cZ* •o • SINGLE DOOR UNIT DOUBLE DOOR UNIT TABLE OF CONTENTS 'SHEET # DESCRIPTION 1 TYPICAL ELEVATIONS & GENERAL NOTES 2 ANCHORING LOCATIONS & DETAILS 3 ANCHORING LOCATIONS & DETAILS 113 SINGLE DOOR UNIT WITH SIDELITE MAX. FRAME HEIGHT 97.875' 149" MAX. OVERALL FRAME WIDTH 20.5'' MAX 36.375" MAX. PANEL WIDTH -1 W/ASTRAGAL `I 37.5" MAX. FRAME WIDTH M":1 v © 0 • El ED DOUBLE DOOR UNIT W/SIDELfTES El ED • SINGLE DOOR UNIT SINGLE DOOR UNIT W/SIDELITES WITH SIDELITE N • •• •• • lei •• • • • • • • • • ••.• • • •• •• • • • • • • • • • • • • • Addendum to NAfAI Certification No.:. Nroo S93 Q r>"(0 Reviewed By: Date Reviavect Wage El El *p ‘17 El El 1- Cr a DOUBLE DOOR UNIT WISIDELTES DESIGN PRESSURE RATING WHERE WATER INFILTRATION PERFORMANCE IS REQUIRED TO BE 15% OF DESIGN PRESSURE CONFIG MAX WIDTH INSWING OUTSWING INSWING OUTSWING OUTSWING* X 37.5" +70.0 / -70.0 +70.0 / -70.0 +19.0 -19.0 +70.0 / -70.0 +70.0 / -70.0 XX 74" +50.5 / -50.5 +55.0 / -50.5 +19.0 -19.0 +40.0 / -40.0 +55.0 / -50.5 OX or XO 75" +50.5 J -50.5 +55.0 y -50.5 +19.0 -19.0 +40.0 / -40.0 +55.0 / -50.5 OXO 112.5" +50.5 / -50.5 +55.0 -50.5 +19.0 _I -19.0 +40.0 / -40.0 +55.0 / -50.5 OXXO 149" +50.5 / -50.5_ +55.0 / -50.5 _ +19.0-19.0_ +40.0 / -40.0 +55.0 / -50.5 * High Dam Threshold Design KURT BALTHAZOR FLORIDA P.E. #56533 pc co U 0 Q ZO c Z kO cc Z0_U w �U z �� • T •• •• . • •• • •••• • • •• • • •• • • •. • •• •c _ %05 w 0 a rn rn In In In m w Q O. 0 w 0 0 rn z _0 Ince J w z w CO 0 t1 In tV w 0 0 U CO O z rn z O 7) DATE: 2/ 11 /05 SCALE: N.T.S. DWG. BY: SWS CHK. BY: DRAWING NO.: DWG- MA-FLO 121-05 • • • • • • • • • • sNEET 1 ov 3 3" 3" --I DETAIL "D" 1.375" T INSWING THRESHOLD 1 6" 3" I SEE DETAIL "E" �� 3" lii 3" i■ --- 3" 6" 3" }-- I 3 i 1 1 6" —� NW 6" --I 6" • 0 I' I o — I f. 4 MORE EQUALLY SPACED i 6" -.- ,L o — t. 6" 6" 6" 3 6" �" I 3"t. 6" -- — 3 " 3" SEE DETAIL 3 k " " -- 6" I'- 3 1 "F" Y #10 x 2" #10 x 5/8" #10 x 2" #10 x 5/8 0.962" 3 Tom' OUTSWING THRESHOLD l DETAIL "C" TYP. 1 1.75" 17 HIGH DAM 0/S THRESHOLD Addendum to NAM Certhicatice No.:. Nxop S93 Q Reviewed By. #10 x 1" #10 x 1" 0.124" ANNEALED 0.090" SAFLEX IHG 0.124" ANNEALED ALUMINUM OR BUTYL SPACER DOW 832 OR EQUAL 4 MORE EQUALLY SPACED In N J #8 x 2-1/2" DETAIL "E" ASTRAGAL ATTACH ASTRAGAL RETAINER BOLT STRIKE PLATE TO FRAME AS SHOWN. ri/, I• EXTERIOR INTERIOR TYPICAL GLAZING DETAIL IMPACT RATED GLASS 1 • T ASTRAGAL RETAINER BOLT HOLE MUST BE DRILLED THROUGH THE THRESHOLD & INTO THE STRUCTURE DEEP ENOUGH FOR A 1.375" THROW DETAIL "F" ASTRAGAL DECORATIVE INSERT (OPTIONAL) 1 "X 1/2" CORRUGATED .0124" TEMP 3" FROM EACH END AND 7" OC #6 X 1-1/2" PHS DOW 832 OR EQUAL #10X2" WOOD SCREW (2) # 10 2-1 2" 6"FROM EACH END WOOD AND 12" OC EACH END ACRYLIC CAULK 1 ACRYLIC LATEX �. CAULK COMBINATION MULLION (BOXED) r CL COMBINATION COMPOSITE MULLION (BOXED) MULLION (INTEGRAL) C CO 0 0 Z�O --� z-o Cc W U Z 0- _ 1W." U ::: W i • • • • • • •"• • • •• • •• • • • ti •A& PART OR ASSEMBLY: V) N v7 In cn 0) v7 cn 0) 0) m N z _O U7 cc Lai z W 0 co w 0 0 m 2 0 z DATE: 2/11/05 SCALE: N.T.S. DWG. BY: SWS CHK. BY: DRAWING NO.: DWG—MA—FL0121-05 SHEET 2 of 3 • • • • • • • • • • SEE DETAIL "C" SHT. 2 ATTACHMENT DETAIL 1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED, SIGNED AND SEALED BY ROBERTO LOMAS, PE (FLORIDA #62514) WITH THE LOWEST (LEAST) FASTENER RATING FROM THE DIFFERENT FASTENERS BEING CONSIDERED FOR USE. JAMB, HEAD, AND THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE #10 WOOD SCREWS OR 1/4" TAPCONS. A PHYSICAL SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR LOCATION. TAPCON EDGE DISTANCE MIN 2-1/2". WOOD SCREW EDGE DISTANCE MIN 3/4". 2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM ANSI/AF&PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT OF 1-1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE MINIMUM EMBEDMENT OF 1-1/4". 3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO TRANSFER LOADS TO STRUCTURE. 4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS. 1 SEE DETAIL "E" SHT. 2 6" 3" 3" 6" 3" 3" x 6' —I— 6" -- 3" 3" 6" SEE DETAIL "F" SHT. 2 — 6" -- 6" 3" • 1.25" MIN iD 4 MORE EQUALLY SPACED 3" 1.0 N N M) SEE DETAIL "D" SHT. 2 —J 0 3" (0 TYPICAL MASONRY ANCHOR INSTALLATION 1 " — -- " " 3'} 6" -- 3" 3" __"_ — D- - 1 1v1V 1\L LV(VI1LL 1 Jr 1"1l,LV 0 6» 0 © 0 3" 3„ 4 6„ — — 6„ 3 • TYPICAL WOOD BUCK ANCHOR INSTALLATION HARDWARE SCHEDULE • • • • • •• • • •••• • • •••• • • •• •• • • • • • •• • • •• •• • 1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE AT 10-1/2" CENTERLINE. AN D INSTALLED 1 a. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND SERIES 980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED AT 5-1/2" CENTERLINE MINIMUM WITH 8" GRADE 1 (ANSI/BHMA A156.16) SURFACE BOLTS INSTALLED ON LATCH SIDE OF ACTIVE DOOR PANEL — (1) AT TOP AND (1) AT BOTTOM. 2. 4" X 4" FULL MORTISE BUTT HINGES. Addendum to NAMI Catratation Nxtof43Date Raised By. LC) C 0 0 (0 Z — Zcc W 0U Q- U ••Gra•v,••••,. W • • • • • .• • •• • •• • • • 11.1 o. ado W Q o S�°� 0 0 PART OR ASSEMBLY: • • ••••_• ••••, • • ••••1 (A••• •• • _O • •.• z Q • oakt zU cn cn u, U) m z O ) W z w 0 cn w z z 0 0 J ti— w 0 z 0 J J D 0 u) N rn us) u- 0 as w 0 LL 0 0 m 0 z DATE: 2/ 11 /05 SCALE: N.T.S. DWG. BY: SWS CHK. BY: DRAWING NO.: DWG—MA—FL0121-05 SHEET 3 of 3 • • •• •• • • • • • • • • • ••• • • • ••• • • •• • •• •• • • •• •• •• • • • •• • • ••• • • •• • •• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • •• • • • • • • • • • • • • • • • •• • • • • Luis R. Lomas P.E. 233 W Main St Danville, VA 24541 434-688-0609 •• • • • •• • • • •• • • • • Manufacturer: Masonite • • • Report #: 501B • •• • • • • • ••• •• rllomasCcillrlomaspe.com Date: 05/21/2015 Product: Double Door with sidelites 12'x8' Scope: This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies only to the product described herein. These calculations comply with requirements of the Florida Building Code. Drawings verification: This analysis verifies anchoring for the following drawings: DWG-MA-FL0121-05 DWG-MA-FL0131-05 DWG-MA-FL0148-06 DWG-MA-FL0171-07 DWG-MA-FLO123-05 DWG-MA-FL0133-05 DWG-MA-FL0152-06 DWG-MA-FL0173-07 DWG-MA-FLO125-05 DWG-MA-FL0135-05 DWG-MA-FLO154-06 DWG-MA-FL0176-08 DWG-MA-FL0127-05 DWG-MA-FL0139-05 DWG-MA-FL0161-07 DWG-MA-FL0129-05 DWG-MA-FLO141-05 DWG-MA-FLO163-07 Anchors to be qualified: 1. #10 Wood screw, for installation in wood frame substrates. 2. 1/4" Tapcon, for masonry installation Anchor capacity in shear condition: Solid members w/ d w/out gap: Fastener type: Root diameter: Minimum required penetration: Side member: Side member thickness: Side member dowel bearing strength: Side member dowel bearing length: Mode Im Mode I, qm = P= Kb = Zm= 509.2 lbs/in 580.5 Ibs 2.200 264 lbs qs = P= Kb = Zs= #10 wood screw Dr: 0.152 in p: 1.140 in Douglas Fir -Larch t,= 1.000 in Fe, = 4,650 psi = 1.000 in 707 lbs/in 707 Ibs 2.200 321 Ibs Min. Design value: Z= 107 Ibs Duration Factor: Co = 1.6 Allowable Design Value (ZCb): Mode II A: 0.0008 B: 1.07 C:-342.139 P = 265 Ibs Kb = 2.2 Z= 120 Ibs Z'= 171 Ibs/anchor (N05 2012, TR12) Gap: Moment arm: 9: 0.0000 in 0.0000 in Screw bending yield strength: Fyb = 80,000 psi Main member: Spruce -Pine -Fir Main member thickness: tm= Main member dowel bearing strength: Fem = Main member dowel bearing length: Im = Mode IIIm Mode III, A: B: C: Ms = P= Kb = Z= 1.500 in 3,350 psi 1.140 in 0.00120 A: 0.00134 0.57 8: 0.5 -212.263 C:-223.524 46.8 in-Ibs Mm = 46.8 in-lbs 246 lbs P = 263 Ibs 2.2 Kb = 2.2 112 lbs Z= 119 Ibs Mode IV A: 0.001689 B: 0.000 C: -93.6 P= Ko = Z= 235 lbs 2.2 107 lbs Fastener type: 1/4" ITW Tapcon Substrate: Hollow block Edge distance: Edge distance: Actual edge distance: Spacing: Spacing: Actual spacing: Allowable Design Value (ZfAN): 4.00 in 2.00 in 2.50 in 4.00 in 2.00 in 3.00 in Z"= 156 Ibs/anchor Tabulated shear design value: Tabulated shear design value: Reduction factor: Tabulated shear design value: Tabulated shear design value: Reduction factor: N.O.A. 12-0816.06 Minimum embedment: Z= Z= Z Z= 202 Ibs 161 Ibs 0.85 202 Ibs 166 lbs 0.91 1.25 in Minimum anchor capacity: 156 Ibs/anchor Note: Anchors with the least capacity is used for calculations to qualify anchors with higher capacity. Anchor calculations. minimum required anchors Design pressure: 36.38 t 36.38 \ Al /\ Y� A2Y 3 A3 / Al \' Al / IA2 Al \ 72.75Jr 37.50 36.38 36.38 37.50 fi t t ' t 95.25 Al n A4 " A4 \ Al /---' YY3YA5YPGY A2YA3AA51PO1 / Al \ / A4 \/ A4 \/ Al \ 147.75 1 of 3 95.25 55.0 psf Zone Area (ft2) Load (Ibs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (Ibs) Qty Load (Ibs) Ai 2.3 126 N/A N/A 156 1 126 OK A2 9.7 535 6.00 21.00 156 5 107 OK A3 9.7 535 N/A N/A 156 4 134 OK Design pressure: 55.0 psf Zone Area z (ft) Load (Ibs) Ind. (in) Max. O.C. (in) Anchor Result Cap. (lbs) Qty Load (Ibs) Al 2.4 134 N/A N/A 156 1 134 OK A2 10.0 548 6.00 21.00 156 5 110 OK A3 9.8 542 N/A N/A 156 4 135 OK A4 2.3 126 N/A N/A 156 1 126 OK A5 9.7 535 N/A N/A 156 4 134 OK `,111111,1//// ��5 9$'/,r( • • r '*• 0 51 ;7;33 TAT O F ,• t= ON° •Al.S.*C2; Luis R. Lomas P.E. FL No.: 62514 5/28/2015 • • •.. • •• •• • • • • • • • • • • • • ••• • • • • • • • ••• • • •••• ••• • • • • • • • • • ••• • • • • • ••• • • • • •• • • • • • • • • • • • • • • • • • ••• • • • • • • • • •• •• •• • • • • ••• .• ••• • •• • • • •• ••• •• Luis R. Lomas P.E. • • •, 233 W Main St Danville, VA 24541 434-688-0609 rllomas(Irlomaspe.com •• • • • • • ••• •• Manufacturer: Masonite Report #: 501B Date: 05/21/2015 Anchor Locations: Double door with sidelites 0 co 0 N co 8 1 1 1 1 1 I I o 0 6 U � Lo o I I I I _j I to X 2 111cd LO 0) Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. 2 of 3 Luis R. Lomas P.E. FL No.: 62514 5/28/2015 • . ••• • • 0 ••• •• •• • • • •. •• • • • • • • • • • • • • • • •• •••• • • •• • • • •• . •. •• • • • . ••• • • • • ••- • • • . •.- • • • • • • • • •. . • • • • • • • • • . • • . • •• • • • • • • • • • • • • • ••• •• ••• • .. • • • •• ••• •• Luis R. Lomas P.E. • • •• •. • 233 W Main St •• • • • • • • • • • • Manufacturer: Masonite Danville, VA 24541 Report #: 501 B 434-688-0609 Date: 05/21/2015 rIlomas(c�Irlomaspe.com Anchor Locations: Double door 6.00 TYP. 95 25 6.00 16.65 MAX. O.C. 6.00 36.38 6.00 TYP. 3.00 TYP. 18.19 TYP. 36.38 Note: Anchor locations indicated in this document are the minimum required for the described product exposed at the design pressure indicated herein. 3 of 3 Luis R. Lomas P.E. FL No.: 62514 5/28/2015 RECEIVED /� �+ AUG 2 9 2917 RAMMS ENGINEERING INC. Kd = .85 : 2100 W 76 Street, Hialeah, Florida 33016 FLORIDA Robert S. Monsour, P.E. FI # 11955 / 0006024 DESIGN WIND LOADS IN PSF. MIAMI DADE • BUILDING CODE, 2014'/ , `.•' ASCE 7710 WIND'CODE 175 MPH WIND ZONE Interior &•Exterior Zones (4&5 - Walls) Positive Pressures, ' Exposure C For the 175 mph Wind Zone CATEGORY 2 Height (Maximum) • Effective Wind Area or, Tributary AreaihtSquare Feet C1 0 3Q 40*'( '`,, -50 60 1.00 0.95 0.92 . 0.894 ;4''' .,, J.0.88 0.86 15 40.4 38.5 37.5 / 36:7\ " ,..J 36.1 . 35.7 20 42.7 '40.8 ‘ (38.9 ), 38.3 37.8 25-> C44.6 " <2 b 1.5' L. \''40.6 / Y 40,0 39.4 3U 46.5 44.4 43.2/» ,1 42.3" 41.7 41.1 40 49.4 47.2 ' 459;, , ‘744.9 44.2 43.6 50 51.8 49.4 48.1' , '47.1 46.4 45.7 60 53.7 51.2' /,49.8'i ..,. 48.8 48.1 47.4 Interior Zone (4 - Walls) Negative Pressures t,°`" Exposure C For the 175` :. mph,Wind Zone CATEGORY 2 • Height (Maximum) Effective•Wind*Areaa or,r,Tributary Area) in Square, Feet Z 10) ` 73 40 50 60 -1.10 ''-'1.05 -1.02 -0.99 -0.98 -0.96 15 -43.8,E -42:0 ' ' -40.9 -40.2 -39.6 -39.1 20 4/ -42.5 -41.9 -41.4 L.2 ') -48. t_..44.4,)-43.3 46.4 -45.2 �-47. -44.4 -43.8 -43:� 30 a=50.5",,' -//-48.4 -46.3 -45.6 -45.1. 40 /'/-53:6�N, ' -51.4 -50.1 . -49.1 -48.4 -47.8 50,:``-56.2) ,` -53.8 -52.5 -51.5 -50.7 -50.1 60 't58.2' -55.8 -54.4 -53.4 -52.6 -52.0 Exterior4Zones (5:- Walls) Negative Pressures Expo"sure-G'' For the 175 mph Wind Zone. CATEGORY 2 Wind Area or, Tributary Area) in Square Feet .4:(''''..-.Effecti Height).20 (Maximum) . ( ,' 40 50 60 . 1:40 . ' . -1.29 -1.23 • -1.19 • -1.15 -1.13 1'5 -54.1 -50.4 - -48.3 -46.8 -45.6 • -44.7. -,� \,,, • 20 -57.2 -51.1 -49.5 -48.3 • -47.3 ' ( -59. 55 4'r`� (.53. -51.7 -50.4 -49.4 30 2 3 -58.1 -55.7 ' -53.9 -52.6 . '-51.5 40 -66.1 -61.7 -59.1 -57.2 -55.8 -54. • 50 -69.3 -64.7 -61.9 -60.0 -58.5 - �. 60 -71.9 -67.0 -64.2 -62.2 -60.6 /\ A... - A‘,'_ ,jt' Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever 1,s mat* but not Iess•than 4% of least horizontal dimension or 3 ft. (h = mean roof height in feet). NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAKEN FOR FLAT ROOFS.